u . >. ., 5g RECORDS CTR p / APPENDIX B MONITORING WELL AND GEOPHYSICAL LOGS/ USGS DOWN-HOLE LOGGING RECORDS REMEDIAL INVESTIGATION REPORT SACO MUNICIPAL LANDFILL SACO, MAINE X) 7/18/97 V,CX)D^RD &. CURRAN (9^093 04) mi'SML'Rl/A.PPENCVR DOC Appendices
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APPENDIX B MONITORING WEL ANL D GEOPHYSICA LOGSL / … · appendix b section b-l monitoring wells and geophysical logs appendices . woodard &. curran (9509 043 ) ms/smurl/\ppencvr
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u gt 5g
RECORDS CTR
p
APPENDIX B
MONITORING WELL AND GEOPHYSICAL LOGSUSGS DOWN-HOLE LOGGING RECORDS
OVERBURDEN MONITORING WELL INS 1 ALLA I ION RECORD PROJECT Saco Landfill I orATIQN Saco Maine DRILLER- TriState Prilling amp Boring
9509303 CORING 1gtZ - ID DRILLING METHOD Hollow Stem Auger GROUND =bull -HAT= 111695 DEVELOPMENT METHOD
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER in
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Bentonite ft
ELEVATION DEPTH TO OF SEAL TYPE OF SEAL Benuonits Chips
ELEVATION OF TO OF ROCK Not Encountered ll amp~ xZ-x 48 ELEVATION DEPTH TO OF SAND
57 bull ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SIZE AND LENGTH 010 ID SCREEN pound
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths are f rom grade lVtWliMmX^iflt3
I M= BAMGS M= WSUiSLET MA
I TEST BORING LOG | SITE LOCATION BORING jWoodard and Curran Inc Saco Municipal Landfill WELL No j 41 Hutchins Drive | Foss Road iPortland Maine 04102 jSaco Maine PZ- ID
START DATE November 16 1995 BORING DEPTH 67 | CONTRACTOR Tri-State Drilling WELL DEPTH 57 PAGE DRILLER L Fredricks RISER LENGTH 52 GEOLOGIST David C Del Marco SCREEN LENGTH 5 I o f 2
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH shy 16
Depth 0
i Elevationll
ii 1 1
Sample Range
Blows per6 inches
j Rec jl Lngth i 1
ii
p ro] (ppm)
I i j
i
Soil Classification | and Stratigraphy
i
i
Field Description and Remarks
Auger returns olive SILT and CLAYlittle fine sand
bull
i
i
i 1
5
10
1
j
1 1 1
i
i
iii li ii i
i
I
|i
1
i
i Returns as above
1 1
_ 1
15 i 14-16 2 3 3 2 i
1 24 t (CH) Marine Clay
Blue-grey medium-stiff CLAY
little silt 1 1
i 1 I
1
i 1 i 1 20 1
i 1
1 | [
bulli
bull 25 bull Auger returning light grey SILT and CLAY
30 Auger returning saturated blue-grey CLAY little silt
Drilling change at 32
35
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive i Foss Road Portland Maine 04102 Saco Maine P Z - i D 1
Page 22
I 1 Sample Blows per i Rec - PID Soil Classification Depth Elevation Range 6 inches gt Lngth i (ppm) and Stratigraphy Field Description and Remarks i
bull
35 1 1 35-37 12 1 1 24 (CH) to (SP) Blue-grey soft CLAY and SILT areas Marine Deposition have little fine sand grades to 2 of
light grey well sorted fine quartz SAND i
i1 i i
40 | 40-42 2 1 1 1 i 8 i (SP) Marine Sand Grey very loose well sorted i quartz SAND i
i i j i
45 i bull Lost auger returns bull
i 1 i
l
1 ii 50 50-52 1 1-- bull 20 j Grey quartz SAND as above
i
j 10 of sand has blown into augers
i i i
55 i bull i
i i
t 1
1 Grinding cobbles 58-60 343 1 0 lt No returns drove cobble angular rock
60 s laquo fragment in spoon tip
i
i bull i i
1 65 65-67 i 84 13 16 7 (SM) Till Grey -brown medium-dense fine SAND
some silt and fine to medium aravel gt i
]bull End of Boring
Two inch diameter piezometer set to 52
70 010 screen set from 52 to 57 bekw grade
Developed by over pumping
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING PZ - rp DRILLING METHOD Hollav Stem Auger GROUND ELEVATION (f3gt DATE 121495 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TO OF RISER 12171 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 21_ RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL _j
ELEVAT10N DEPTH TO OF SEAL 90 i ps TYPE OF SEAL Bentonite Chips h--w - ITVbullbullbull
ELEVATION OF TO OF ROCK Not Encountered
92 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO Or SCREEN j
TYPE OF SCREEN Schedule 40 Machine-sloe PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^
TYPE OF SAND PACK Mc
ELEVATION DEPTH BOTTOM OF SCREEN100 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths are from grade EMVrRONUEMTAL SSIVI CpoundS
Ma
TEST BORING LOG 1 SITE LOCATION j BORING t
Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road 1 Portland Maine 04102 Saco Maine P Z - 2 D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90 GEOLOGIST David C Del Marco SCREEN LENGTH 51 I o f 3 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
Sample i Blows per || Rec jj FED ijSoil Classification Depth Elevation Range l 6 inches l j Lngth (ppm) i and Stratigraphy Field Description and Remarks
TEST BORING LOG Woodard and Curran Inc 41 Hutchins Drive
SITE LOCATION Saco Municipal Landfill Foss Road
BORING WELL No
|
iPortland Maine 04102 1 Saco Maine 1 PZ-2 D l
i 1 Page 331
^~i
I | Sample Depth i Elevation i Range 1 TCgt il 75 i
IMows per6 inches
Rec Lngth
PID i Soil Classification (ppm)j and Stratigraphy^
j |
Field Description and Remarks
~
1 I i bulli
1 bull1
il i i lii
1
80
1 1
i bullii
ii1 i jll i
85 i bull i
t i 1 1 1
il 1 gtl
ii
bull
90 i
i 1 i i
i 1
i
i bull t
i
bulli
95shy
I
i
i
bull
(
1
1 i
bull Till Auger grinding cobbles 100
| 1 End of Boring bull1
1 i
1
i i
Set two inch diameter piezometer to 100 010 screen set from 95 to 100 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING pound7 shy in DRILLING METHOD Hollow Staa Aueer GROUND ELEVATION VM DATE T 7 7 Q S DEVELOPMENT METHOD Overoumping
i m
J
LOCK KEY NUMBER 2191
ELEVATION Or TOP OF SURFACE CASING
ELEVATION TOP OF RISER 12517 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2^_ 313=3 pi- TYP=P Schedule amp0 PVC
TYPE Or BACKFILL Bentonite Grout
ELEVATION DEPTH TO OF SE4L 85 _------ Bentonite Chips I T rmdash J~ omdash^L
ELEVATION OF TO OF ROCK Not Encountered
87 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN 90 TYPE OF SCREEN Schedule ampQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ~1
TYPE OF SAND PACK Morie
95 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 100
WOODARD amp CURRAN All Depths are fron grade ^miMnUdraquo^lraquo-l3laquomA^shy
I M= aANSOi w= WSiipoundSLET MA
IjTEST BORING LOG SITE LOCATION I BORING jiWoodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ-3D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90
i GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 I o f 3 DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
|j Sample Blows per i Rec || FED i Soil Classification Depth gt Elevation n Range 6 inches i Lngth II (ppm)raquo and Stratigraphy Held Description and Remarks
0 I I Auger returns light grey-brown fine SAND little silt
wet at 6 il 5
Auger returns light grey-brown cohesive CLAY
10 I 10- 12 8 10 12 13 16 |(SP)outwash Light grey-brown medium-dense well-sorted fine SAND little silt ij
IIIji
ii Auger returning saturated fine silty SAND
ili
15 i 15-17 1--shy 10 | Grey-brown very soft silty CLAY |j
|j Drilled through sand layer at 18
il 20 i
25 Auger returning saturated fine silty SAND
30
35
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
OVERBURDEN MONITORING WELL INS 1 ALLA I ION RECORD PROJECT Saco Landfill I orATIQN Saco Maine DRILLER- TriState Prilling amp Boring
9509303 CORING 1gtZ - ID DRILLING METHOD Hollow Stem Auger GROUND =bull -HAT= 111695 DEVELOPMENT METHOD
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER in
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Bentonite ft
ELEVATION DEPTH TO OF SEAL TYPE OF SEAL Benuonits Chips
ELEVATION OF TO OF ROCK Not Encountered ll amp~ xZ-x 48 ELEVATION DEPTH TO OF SAND
57 bull ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SIZE AND LENGTH 010 ID SCREEN pound
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths are f rom grade lVtWliMmX^iflt3
I M= BAMGS M= WSUiSLET MA
I TEST BORING LOG | SITE LOCATION BORING jWoodard and Curran Inc Saco Municipal Landfill WELL No j 41 Hutchins Drive | Foss Road iPortland Maine 04102 jSaco Maine PZ- ID
START DATE November 16 1995 BORING DEPTH 67 | CONTRACTOR Tri-State Drilling WELL DEPTH 57 PAGE DRILLER L Fredricks RISER LENGTH 52 GEOLOGIST David C Del Marco SCREEN LENGTH 5 I o f 2
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH shy 16
Depth 0
i Elevationll
ii 1 1
Sample Range
Blows per6 inches
j Rec jl Lngth i 1
ii
p ro] (ppm)
I i j
i
Soil Classification | and Stratigraphy
i
i
Field Description and Remarks
Auger returns olive SILT and CLAYlittle fine sand
bull
i
i
i 1
5
10
1
j
1 1 1
i
i
iii li ii i
i
I
|i
1
i
i Returns as above
1 1
_ 1
15 i 14-16 2 3 3 2 i
1 24 t (CH) Marine Clay
Blue-grey medium-stiff CLAY
little silt 1 1
i 1 I
1
i 1 i 1 20 1
i 1
1 | [
bulli
bull 25 bull Auger returning light grey SILT and CLAY
30 Auger returning saturated blue-grey CLAY little silt
Drilling change at 32
35
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive i Foss Road Portland Maine 04102 Saco Maine P Z - i D 1
Page 22
I 1 Sample Blows per i Rec - PID Soil Classification Depth Elevation Range 6 inches gt Lngth i (ppm) and Stratigraphy Field Description and Remarks i
bull
35 1 1 35-37 12 1 1 24 (CH) to (SP) Blue-grey soft CLAY and SILT areas Marine Deposition have little fine sand grades to 2 of
light grey well sorted fine quartz SAND i
i1 i i
40 | 40-42 2 1 1 1 i 8 i (SP) Marine Sand Grey very loose well sorted i quartz SAND i
i i j i
45 i bull Lost auger returns bull
i 1 i
l
1 ii 50 50-52 1 1-- bull 20 j Grey quartz SAND as above
i
j 10 of sand has blown into augers
i i i
55 i bull i
i i
t 1
1 Grinding cobbles 58-60 343 1 0 lt No returns drove cobble angular rock
60 s laquo fragment in spoon tip
i
i bull i i
1 65 65-67 i 84 13 16 7 (SM) Till Grey -brown medium-dense fine SAND
some silt and fine to medium aravel gt i
]bull End of Boring
Two inch diameter piezometer set to 52
70 010 screen set from 52 to 57 bekw grade
Developed by over pumping
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING PZ - rp DRILLING METHOD Hollav Stem Auger GROUND ELEVATION (f3gt DATE 121495 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TO OF RISER 12171 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 21_ RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL _j
ELEVAT10N DEPTH TO OF SEAL 90 i ps TYPE OF SEAL Bentonite Chips h--w - ITVbullbullbull
ELEVATION OF TO OF ROCK Not Encountered
92 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO Or SCREEN j
TYPE OF SCREEN Schedule 40 Machine-sloe PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^
TYPE OF SAND PACK Mc
ELEVATION DEPTH BOTTOM OF SCREEN100 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths are from grade EMVrRONUEMTAL SSIVI CpoundS
Ma
TEST BORING LOG 1 SITE LOCATION j BORING t
Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road 1 Portland Maine 04102 Saco Maine P Z - 2 D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90 GEOLOGIST David C Del Marco SCREEN LENGTH 51 I o f 3 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
Sample i Blows per || Rec jj FED ijSoil Classification Depth Elevation Range l 6 inches l j Lngth (ppm) i and Stratigraphy Field Description and Remarks
TEST BORING LOG Woodard and Curran Inc 41 Hutchins Drive
SITE LOCATION Saco Municipal Landfill Foss Road
BORING WELL No
|
iPortland Maine 04102 1 Saco Maine 1 PZ-2 D l
i 1 Page 331
^~i
I | Sample Depth i Elevation i Range 1 TCgt il 75 i
IMows per6 inches
Rec Lngth
PID i Soil Classification (ppm)j and Stratigraphy^
j |
Field Description and Remarks
~
1 I i bulli
1 bull1
il i i lii
1
80
1 1
i bullii
ii1 i jll i
85 i bull i
t i 1 1 1
il 1 gtl
ii
bull
90 i
i 1 i i
i 1
i
i bull t
i
bulli
95shy
I
i
i
bull
(
1
1 i
bull Till Auger grinding cobbles 100
| 1 End of Boring bull1
1 i
1
i i
Set two inch diameter piezometer to 100 010 screen set from 95 to 100 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING pound7 shy in DRILLING METHOD Hollow Staa Aueer GROUND ELEVATION VM DATE T 7 7 Q S DEVELOPMENT METHOD Overoumping
i m
J
LOCK KEY NUMBER 2191
ELEVATION Or TOP OF SURFACE CASING
ELEVATION TOP OF RISER 12517 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2^_ 313=3 pi- TYP=P Schedule amp0 PVC
TYPE Or BACKFILL Bentonite Grout
ELEVATION DEPTH TO OF SE4L 85 _------ Bentonite Chips I T rmdash J~ omdash^L
ELEVATION OF TO OF ROCK Not Encountered
87 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN 90 TYPE OF SCREEN Schedule ampQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ~1
TYPE OF SAND PACK Morie
95 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 100
WOODARD amp CURRAN All Depths are fron grade ^miMnUdraquo^lraquo-l3laquomA^shy
I M= aANSOi w= WSiipoundSLET MA
IjTEST BORING LOG SITE LOCATION I BORING jiWoodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ-3D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90
i GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 I o f 3 DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
|j Sample Blows per i Rec || FED i Soil Classification Depth gt Elevation n Range 6 inches i Lngth II (ppm)raquo and Stratigraphy Held Description and Remarks
0 I I Auger returns light grey-brown fine SAND little silt
wet at 6 il 5
Auger returns light grey-brown cohesive CLAY
10 I 10- 12 8 10 12 13 16 |(SP)outwash Light grey-brown medium-dense well-sorted fine SAND little silt ij
IIIji
ii Auger returning saturated fine silty SAND
ili
15 i 15-17 1--shy 10 | Grey-brown very soft silty CLAY |j
|j Drilled through sand layer at 18
il 20 i
25 Auger returning saturated fine silty SAND
30
35
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
OVERBURDEN MONITORING WELL INS 1 ALLA I ION RECORD PROJECT Saco Landfill I orATIQN Saco Maine DRILLER- TriState Prilling amp Boring
9509303 CORING 1gtZ - ID DRILLING METHOD Hollow Stem Auger GROUND =bull -HAT= 111695 DEVELOPMENT METHOD
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER in
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Bentonite ft
ELEVATION DEPTH TO OF SEAL TYPE OF SEAL Benuonits Chips
ELEVATION OF TO OF ROCK Not Encountered ll amp~ xZ-x 48 ELEVATION DEPTH TO OF SAND
57 bull ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SIZE AND LENGTH 010 ID SCREEN pound
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths are f rom grade lVtWliMmX^iflt3
I M= BAMGS M= WSUiSLET MA
I TEST BORING LOG | SITE LOCATION BORING jWoodard and Curran Inc Saco Municipal Landfill WELL No j 41 Hutchins Drive | Foss Road iPortland Maine 04102 jSaco Maine PZ- ID
START DATE November 16 1995 BORING DEPTH 67 | CONTRACTOR Tri-State Drilling WELL DEPTH 57 PAGE DRILLER L Fredricks RISER LENGTH 52 GEOLOGIST David C Del Marco SCREEN LENGTH 5 I o f 2
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH shy 16
Depth 0
i Elevationll
ii 1 1
Sample Range
Blows per6 inches
j Rec jl Lngth i 1
ii
p ro] (ppm)
I i j
i
Soil Classification | and Stratigraphy
i
i
Field Description and Remarks
Auger returns olive SILT and CLAYlittle fine sand
bull
i
i
i 1
5
10
1
j
1 1 1
i
i
iii li ii i
i
I
|i
1
i
i Returns as above
1 1
_ 1
15 i 14-16 2 3 3 2 i
1 24 t (CH) Marine Clay
Blue-grey medium-stiff CLAY
little silt 1 1
i 1 I
1
i 1 i 1 20 1
i 1
1 | [
bulli
bull 25 bull Auger returning light grey SILT and CLAY
30 Auger returning saturated blue-grey CLAY little silt
Drilling change at 32
35
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive i Foss Road Portland Maine 04102 Saco Maine P Z - i D 1
Page 22
I 1 Sample Blows per i Rec - PID Soil Classification Depth Elevation Range 6 inches gt Lngth i (ppm) and Stratigraphy Field Description and Remarks i
bull
35 1 1 35-37 12 1 1 24 (CH) to (SP) Blue-grey soft CLAY and SILT areas Marine Deposition have little fine sand grades to 2 of
light grey well sorted fine quartz SAND i
i1 i i
40 | 40-42 2 1 1 1 i 8 i (SP) Marine Sand Grey very loose well sorted i quartz SAND i
i i j i
45 i bull Lost auger returns bull
i 1 i
l
1 ii 50 50-52 1 1-- bull 20 j Grey quartz SAND as above
i
j 10 of sand has blown into augers
i i i
55 i bull i
i i
t 1
1 Grinding cobbles 58-60 343 1 0 lt No returns drove cobble angular rock
60 s laquo fragment in spoon tip
i
i bull i i
1 65 65-67 i 84 13 16 7 (SM) Till Grey -brown medium-dense fine SAND
some silt and fine to medium aravel gt i
]bull End of Boring
Two inch diameter piezometer set to 52
70 010 screen set from 52 to 57 bekw grade
Developed by over pumping
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING PZ - rp DRILLING METHOD Hollav Stem Auger GROUND ELEVATION (f3gt DATE 121495 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TO OF RISER 12171 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 21_ RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL _j
ELEVAT10N DEPTH TO OF SEAL 90 i ps TYPE OF SEAL Bentonite Chips h--w - ITVbullbullbull
ELEVATION OF TO OF ROCK Not Encountered
92 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO Or SCREEN j
TYPE OF SCREEN Schedule 40 Machine-sloe PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^
TYPE OF SAND PACK Mc
ELEVATION DEPTH BOTTOM OF SCREEN100 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths are from grade EMVrRONUEMTAL SSIVI CpoundS
Ma
TEST BORING LOG 1 SITE LOCATION j BORING t
Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road 1 Portland Maine 04102 Saco Maine P Z - 2 D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90 GEOLOGIST David C Del Marco SCREEN LENGTH 51 I o f 3 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
Sample i Blows per || Rec jj FED ijSoil Classification Depth Elevation Range l 6 inches l j Lngth (ppm) i and Stratigraphy Field Description and Remarks
TEST BORING LOG Woodard and Curran Inc 41 Hutchins Drive
SITE LOCATION Saco Municipal Landfill Foss Road
BORING WELL No
|
iPortland Maine 04102 1 Saco Maine 1 PZ-2 D l
i 1 Page 331
^~i
I | Sample Depth i Elevation i Range 1 TCgt il 75 i
IMows per6 inches
Rec Lngth
PID i Soil Classification (ppm)j and Stratigraphy^
j |
Field Description and Remarks
~
1 I i bulli
1 bull1
il i i lii
1
80
1 1
i bullii
ii1 i jll i
85 i bull i
t i 1 1 1
il 1 gtl
ii
bull
90 i
i 1 i i
i 1
i
i bull t
i
bulli
95shy
I
i
i
bull
(
1
1 i
bull Till Auger grinding cobbles 100
| 1 End of Boring bull1
1 i
1
i i
Set two inch diameter piezometer to 100 010 screen set from 95 to 100 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING pound7 shy in DRILLING METHOD Hollow Staa Aueer GROUND ELEVATION VM DATE T 7 7 Q S DEVELOPMENT METHOD Overoumping
i m
J
LOCK KEY NUMBER 2191
ELEVATION Or TOP OF SURFACE CASING
ELEVATION TOP OF RISER 12517 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2^_ 313=3 pi- TYP=P Schedule amp0 PVC
TYPE Or BACKFILL Bentonite Grout
ELEVATION DEPTH TO OF SE4L 85 _------ Bentonite Chips I T rmdash J~ omdash^L
ELEVATION OF TO OF ROCK Not Encountered
87 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN 90 TYPE OF SCREEN Schedule ampQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ~1
TYPE OF SAND PACK Morie
95 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 100
WOODARD amp CURRAN All Depths are fron grade ^miMnUdraquo^lraquo-l3laquomA^shy
I M= aANSOi w= WSiipoundSLET MA
IjTEST BORING LOG SITE LOCATION I BORING jiWoodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ-3D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90
i GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 I o f 3 DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
|j Sample Blows per i Rec || FED i Soil Classification Depth gt Elevation n Range 6 inches i Lngth II (ppm)raquo and Stratigraphy Held Description and Remarks
0 I I Auger returns light grey-brown fine SAND little silt
wet at 6 il 5
Auger returns light grey-brown cohesive CLAY
10 I 10- 12 8 10 12 13 16 |(SP)outwash Light grey-brown medium-dense well-sorted fine SAND little silt ij
IIIji
ii Auger returning saturated fine silty SAND
ili
15 i 15-17 1--shy 10 | Grey-brown very soft silty CLAY |j
|j Drilled through sand layer at 18
il 20 i
25 Auger returning saturated fine silty SAND
30
35
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
I TEST BORING LOG | SITE LOCATION BORING jWoodard and Curran Inc Saco Municipal Landfill WELL No j 41 Hutchins Drive | Foss Road iPortland Maine 04102 jSaco Maine PZ- ID
START DATE November 16 1995 BORING DEPTH 67 | CONTRACTOR Tri-State Drilling WELL DEPTH 57 PAGE DRILLER L Fredricks RISER LENGTH 52 GEOLOGIST David C Del Marco SCREEN LENGTH 5 I o f 2
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH shy 16
Depth 0
i Elevationll
ii 1 1
Sample Range
Blows per6 inches
j Rec jl Lngth i 1
ii
p ro] (ppm)
I i j
i
Soil Classification | and Stratigraphy
i
i
Field Description and Remarks
Auger returns olive SILT and CLAYlittle fine sand
bull
i
i
i 1
5
10
1
j
1 1 1
i
i
iii li ii i
i
I
|i
1
i
i Returns as above
1 1
_ 1
15 i 14-16 2 3 3 2 i
1 24 t (CH) Marine Clay
Blue-grey medium-stiff CLAY
little silt 1 1
i 1 I
1
i 1 i 1 20 1
i 1
1 | [
bulli
bull 25 bull Auger returning light grey SILT and CLAY
30 Auger returning saturated blue-grey CLAY little silt
Drilling change at 32
35
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive i Foss Road Portland Maine 04102 Saco Maine P Z - i D 1
Page 22
I 1 Sample Blows per i Rec - PID Soil Classification Depth Elevation Range 6 inches gt Lngth i (ppm) and Stratigraphy Field Description and Remarks i
bull
35 1 1 35-37 12 1 1 24 (CH) to (SP) Blue-grey soft CLAY and SILT areas Marine Deposition have little fine sand grades to 2 of
light grey well sorted fine quartz SAND i
i1 i i
40 | 40-42 2 1 1 1 i 8 i (SP) Marine Sand Grey very loose well sorted i quartz SAND i
i i j i
45 i bull Lost auger returns bull
i 1 i
l
1 ii 50 50-52 1 1-- bull 20 j Grey quartz SAND as above
i
j 10 of sand has blown into augers
i i i
55 i bull i
i i
t 1
1 Grinding cobbles 58-60 343 1 0 lt No returns drove cobble angular rock
60 s laquo fragment in spoon tip
i
i bull i i
1 65 65-67 i 84 13 16 7 (SM) Till Grey -brown medium-dense fine SAND
some silt and fine to medium aravel gt i
]bull End of Boring
Two inch diameter piezometer set to 52
70 010 screen set from 52 to 57 bekw grade
Developed by over pumping
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING PZ - rp DRILLING METHOD Hollav Stem Auger GROUND ELEVATION (f3gt DATE 121495 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TO OF RISER 12171 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 21_ RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL _j
ELEVAT10N DEPTH TO OF SEAL 90 i ps TYPE OF SEAL Bentonite Chips h--w - ITVbullbullbull
ELEVATION OF TO OF ROCK Not Encountered
92 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO Or SCREEN j
TYPE OF SCREEN Schedule 40 Machine-sloe PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^
TYPE OF SAND PACK Mc
ELEVATION DEPTH BOTTOM OF SCREEN100 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths are from grade EMVrRONUEMTAL SSIVI CpoundS
Ma
TEST BORING LOG 1 SITE LOCATION j BORING t
Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road 1 Portland Maine 04102 Saco Maine P Z - 2 D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90 GEOLOGIST David C Del Marco SCREEN LENGTH 51 I o f 3 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
Sample i Blows per || Rec jj FED ijSoil Classification Depth Elevation Range l 6 inches l j Lngth (ppm) i and Stratigraphy Field Description and Remarks
TEST BORING LOG Woodard and Curran Inc 41 Hutchins Drive
SITE LOCATION Saco Municipal Landfill Foss Road
BORING WELL No
|
iPortland Maine 04102 1 Saco Maine 1 PZ-2 D l
i 1 Page 331
^~i
I | Sample Depth i Elevation i Range 1 TCgt il 75 i
IMows per6 inches
Rec Lngth
PID i Soil Classification (ppm)j and Stratigraphy^
j |
Field Description and Remarks
~
1 I i bulli
1 bull1
il i i lii
1
80
1 1
i bullii
ii1 i jll i
85 i bull i
t i 1 1 1
il 1 gtl
ii
bull
90 i
i 1 i i
i 1
i
i bull t
i
bulli
95shy
I
i
i
bull
(
1
1 i
bull Till Auger grinding cobbles 100
| 1 End of Boring bull1
1 i
1
i i
Set two inch diameter piezometer to 100 010 screen set from 95 to 100 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING pound7 shy in DRILLING METHOD Hollow Staa Aueer GROUND ELEVATION VM DATE T 7 7 Q S DEVELOPMENT METHOD Overoumping
i m
J
LOCK KEY NUMBER 2191
ELEVATION Or TOP OF SURFACE CASING
ELEVATION TOP OF RISER 12517 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2^_ 313=3 pi- TYP=P Schedule amp0 PVC
TYPE Or BACKFILL Bentonite Grout
ELEVATION DEPTH TO OF SE4L 85 _------ Bentonite Chips I T rmdash J~ omdash^L
ELEVATION OF TO OF ROCK Not Encountered
87 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN 90 TYPE OF SCREEN Schedule ampQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ~1
TYPE OF SAND PACK Morie
95 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 100
WOODARD amp CURRAN All Depths are fron grade ^miMnUdraquo^lraquo-l3laquomA^shy
I M= aANSOi w= WSiipoundSLET MA
IjTEST BORING LOG SITE LOCATION I BORING jiWoodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ-3D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90
i GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 I o f 3 DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
|j Sample Blows per i Rec || FED i Soil Classification Depth gt Elevation n Range 6 inches i Lngth II (ppm)raquo and Stratigraphy Held Description and Remarks
0 I I Auger returns light grey-brown fine SAND little silt
wet at 6 il 5
Auger returns light grey-brown cohesive CLAY
10 I 10- 12 8 10 12 13 16 |(SP)outwash Light grey-brown medium-dense well-sorted fine SAND little silt ij
IIIji
ii Auger returning saturated fine silty SAND
ili
15 i 15-17 1--shy 10 | Grey-brown very soft silty CLAY |j
|j Drilled through sand layer at 18
il 20 i
25 Auger returning saturated fine silty SAND
30
35
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive i Foss Road Portland Maine 04102 Saco Maine P Z - i D 1
Page 22
I 1 Sample Blows per i Rec - PID Soil Classification Depth Elevation Range 6 inches gt Lngth i (ppm) and Stratigraphy Field Description and Remarks i
bull
35 1 1 35-37 12 1 1 24 (CH) to (SP) Blue-grey soft CLAY and SILT areas Marine Deposition have little fine sand grades to 2 of
light grey well sorted fine quartz SAND i
i1 i i
40 | 40-42 2 1 1 1 i 8 i (SP) Marine Sand Grey very loose well sorted i quartz SAND i
i i j i
45 i bull Lost auger returns bull
i 1 i
l
1 ii 50 50-52 1 1-- bull 20 j Grey quartz SAND as above
i
j 10 of sand has blown into augers
i i i
55 i bull i
i i
t 1
1 Grinding cobbles 58-60 343 1 0 lt No returns drove cobble angular rock
60 s laquo fragment in spoon tip
i
i bull i i
1 65 65-67 i 84 13 16 7 (SM) Till Grey -brown medium-dense fine SAND
some silt and fine to medium aravel gt i
]bull End of Boring
Two inch diameter piezometer set to 52
70 010 screen set from 52 to 57 bekw grade
Developed by over pumping
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING PZ - rp DRILLING METHOD Hollav Stem Auger GROUND ELEVATION (f3gt DATE 121495 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TO OF RISER 12171 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 21_ RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL _j
ELEVAT10N DEPTH TO OF SEAL 90 i ps TYPE OF SEAL Bentonite Chips h--w - ITVbullbullbull
ELEVATION OF TO OF ROCK Not Encountered
92 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO Or SCREEN j
TYPE OF SCREEN Schedule 40 Machine-sloe PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^
TYPE OF SAND PACK Mc
ELEVATION DEPTH BOTTOM OF SCREEN100 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths are from grade EMVrRONUEMTAL SSIVI CpoundS
Ma
TEST BORING LOG 1 SITE LOCATION j BORING t
Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road 1 Portland Maine 04102 Saco Maine P Z - 2 D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90 GEOLOGIST David C Del Marco SCREEN LENGTH 51 I o f 3 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
Sample i Blows per || Rec jj FED ijSoil Classification Depth Elevation Range l 6 inches l j Lngth (ppm) i and Stratigraphy Field Description and Remarks
TEST BORING LOG Woodard and Curran Inc 41 Hutchins Drive
SITE LOCATION Saco Municipal Landfill Foss Road
BORING WELL No
|
iPortland Maine 04102 1 Saco Maine 1 PZ-2 D l
i 1 Page 331
^~i
I | Sample Depth i Elevation i Range 1 TCgt il 75 i
IMows per6 inches
Rec Lngth
PID i Soil Classification (ppm)j and Stratigraphy^
j |
Field Description and Remarks
~
1 I i bulli
1 bull1
il i i lii
1
80
1 1
i bullii
ii1 i jll i
85 i bull i
t i 1 1 1
il 1 gtl
ii
bull
90 i
i 1 i i
i 1
i
i bull t
i
bulli
95shy
I
i
i
bull
(
1
1 i
bull Till Auger grinding cobbles 100
| 1 End of Boring bull1
1 i
1
i i
Set two inch diameter piezometer to 100 010 screen set from 95 to 100 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING pound7 shy in DRILLING METHOD Hollow Staa Aueer GROUND ELEVATION VM DATE T 7 7 Q S DEVELOPMENT METHOD Overoumping
i m
J
LOCK KEY NUMBER 2191
ELEVATION Or TOP OF SURFACE CASING
ELEVATION TOP OF RISER 12517 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2^_ 313=3 pi- TYP=P Schedule amp0 PVC
TYPE Or BACKFILL Bentonite Grout
ELEVATION DEPTH TO OF SE4L 85 _------ Bentonite Chips I T rmdash J~ omdash^L
ELEVATION OF TO OF ROCK Not Encountered
87 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN 90 TYPE OF SCREEN Schedule ampQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ~1
TYPE OF SAND PACK Morie
95 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 100
WOODARD amp CURRAN All Depths are fron grade ^miMnUdraquo^lraquo-l3laquomA^shy
I M= aANSOi w= WSiipoundSLET MA
IjTEST BORING LOG SITE LOCATION I BORING jiWoodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ-3D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90
i GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 I o f 3 DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
|j Sample Blows per i Rec || FED i Soil Classification Depth gt Elevation n Range 6 inches i Lngth II (ppm)raquo and Stratigraphy Held Description and Remarks
0 I I Auger returns light grey-brown fine SAND little silt
wet at 6 il 5
Auger returns light grey-brown cohesive CLAY
10 I 10- 12 8 10 12 13 16 |(SP)outwash Light grey-brown medium-dense well-sorted fine SAND little silt ij
IIIji
ii Auger returning saturated fine silty SAND
ili
15 i 15-17 1--shy 10 | Grey-brown very soft silty CLAY |j
|j Drilled through sand layer at 18
il 20 i
25 Auger returning saturated fine silty SAND
30
35
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
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n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING PZ - rp DRILLING METHOD Hollav Stem Auger GROUND ELEVATION (f3gt DATE 121495 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TO OF RISER 12171 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 21_ RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL _j
ELEVAT10N DEPTH TO OF SEAL 90 i ps TYPE OF SEAL Bentonite Chips h--w - ITVbullbullbull
ELEVATION OF TO OF ROCK Not Encountered
92 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO Or SCREEN j
TYPE OF SCREEN Schedule 40 Machine-sloe PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^
TYPE OF SAND PACK Mc
ELEVATION DEPTH BOTTOM OF SCREEN100 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths are from grade EMVrRONUEMTAL SSIVI CpoundS
Ma
TEST BORING LOG 1 SITE LOCATION j BORING t
Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road 1 Portland Maine 04102 Saco Maine P Z - 2 D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90 GEOLOGIST David C Del Marco SCREEN LENGTH 51 I o f 3 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
Sample i Blows per || Rec jj FED ijSoil Classification Depth Elevation Range l 6 inches l j Lngth (ppm) i and Stratigraphy Field Description and Remarks
TEST BORING LOG Woodard and Curran Inc 41 Hutchins Drive
SITE LOCATION Saco Municipal Landfill Foss Road
BORING WELL No
|
iPortland Maine 04102 1 Saco Maine 1 PZ-2 D l
i 1 Page 331
^~i
I | Sample Depth i Elevation i Range 1 TCgt il 75 i
IMows per6 inches
Rec Lngth
PID i Soil Classification (ppm)j and Stratigraphy^
j |
Field Description and Remarks
~
1 I i bulli
1 bull1
il i i lii
1
80
1 1
i bullii
ii1 i jll i
85 i bull i
t i 1 1 1
il 1 gtl
ii
bull
90 i
i 1 i i
i 1
i
i bull t
i
bulli
95shy
I
i
i
bull
(
1
1 i
bull Till Auger grinding cobbles 100
| 1 End of Boring bull1
1 i
1
i i
Set two inch diameter piezometer to 100 010 screen set from 95 to 100 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING pound7 shy in DRILLING METHOD Hollow Staa Aueer GROUND ELEVATION VM DATE T 7 7 Q S DEVELOPMENT METHOD Overoumping
i m
J
LOCK KEY NUMBER 2191
ELEVATION Or TOP OF SURFACE CASING
ELEVATION TOP OF RISER 12517 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2^_ 313=3 pi- TYP=P Schedule amp0 PVC
TYPE Or BACKFILL Bentonite Grout
ELEVATION DEPTH TO OF SE4L 85 _------ Bentonite Chips I T rmdash J~ omdash^L
ELEVATION OF TO OF ROCK Not Encountered
87 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN 90 TYPE OF SCREEN Schedule ampQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ~1
TYPE OF SAND PACK Morie
95 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 100
WOODARD amp CURRAN All Depths are fron grade ^miMnUdraquo^lraquo-l3laquomA^shy
I M= aANSOi w= WSiipoundSLET MA
IjTEST BORING LOG SITE LOCATION I BORING jiWoodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ-3D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90
i GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 I o f 3 DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
|j Sample Blows per i Rec || FED i Soil Classification Depth gt Elevation n Range 6 inches i Lngth II (ppm)raquo and Stratigraphy Held Description and Remarks
0 I I Auger returns light grey-brown fine SAND little silt
wet at 6 il 5
Auger returns light grey-brown cohesive CLAY
10 I 10- 12 8 10 12 13 16 |(SP)outwash Light grey-brown medium-dense well-sorted fine SAND little silt ij
IIIji
ii Auger returning saturated fine silty SAND
ili
15 i 15-17 1--shy 10 | Grey-brown very soft silty CLAY |j
|j Drilled through sand layer at 18
il 20 i
25 Auger returning saturated fine silty SAND
30
35
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
TEST BORING LOG 1 SITE LOCATION j BORING t
Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road 1 Portland Maine 04102 Saco Maine P Z - 2 D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90 GEOLOGIST David C Del Marco SCREEN LENGTH 51 I o f 3 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
Sample i Blows per || Rec jj FED ijSoil Classification Depth Elevation Range l 6 inches l j Lngth (ppm) i and Stratigraphy Field Description and Remarks
TEST BORING LOG Woodard and Curran Inc 41 Hutchins Drive
SITE LOCATION Saco Municipal Landfill Foss Road
BORING WELL No
|
iPortland Maine 04102 1 Saco Maine 1 PZ-2 D l
i 1 Page 331
^~i
I | Sample Depth i Elevation i Range 1 TCgt il 75 i
IMows per6 inches
Rec Lngth
PID i Soil Classification (ppm)j and Stratigraphy^
j |
Field Description and Remarks
~
1 I i bulli
1 bull1
il i i lii
1
80
1 1
i bullii
ii1 i jll i
85 i bull i
t i 1 1 1
il 1 gtl
ii
bull
90 i
i 1 i i
i 1
i
i bull t
i
bulli
95shy
I
i
i
bull
(
1
1 i
bull Till Auger grinding cobbles 100
| 1 End of Boring bull1
1 i
1
i i
Set two inch diameter piezometer to 100 010 screen set from 95 to 100 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING pound7 shy in DRILLING METHOD Hollow Staa Aueer GROUND ELEVATION VM DATE T 7 7 Q S DEVELOPMENT METHOD Overoumping
i m
J
LOCK KEY NUMBER 2191
ELEVATION Or TOP OF SURFACE CASING
ELEVATION TOP OF RISER 12517 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2^_ 313=3 pi- TYP=P Schedule amp0 PVC
TYPE Or BACKFILL Bentonite Grout
ELEVATION DEPTH TO OF SE4L 85 _------ Bentonite Chips I T rmdash J~ omdash^L
ELEVATION OF TO OF ROCK Not Encountered
87 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN 90 TYPE OF SCREEN Schedule ampQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ~1
TYPE OF SAND PACK Morie
95 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 100
WOODARD amp CURRAN All Depths are fron grade ^miMnUdraquo^lraquo-l3laquomA^shy
I M= aANSOi w= WSiipoundSLET MA
IjTEST BORING LOG SITE LOCATION I BORING jiWoodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ-3D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90
i GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 I o f 3 DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
|j Sample Blows per i Rec || FED i Soil Classification Depth gt Elevation n Range 6 inches i Lngth II (ppm)raquo and Stratigraphy Held Description and Remarks
0 I I Auger returns light grey-brown fine SAND little silt
wet at 6 il 5
Auger returns light grey-brown cohesive CLAY
10 I 10- 12 8 10 12 13 16 |(SP)outwash Light grey-brown medium-dense well-sorted fine SAND little silt ij
IIIji
ii Auger returning saturated fine silty SAND
ili
15 i 15-17 1--shy 10 | Grey-brown very soft silty CLAY |j
|j Drilled through sand layer at 18
il 20 i
25 Auger returning saturated fine silty SAND
30
35
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
TEST BORING LOG Woodard and Curran Inc 41 Hutchins Drive
SITE LOCATION Saco Municipal Landfill Foss Road
BORING WELL No
|
iPortland Maine 04102 1 Saco Maine 1 PZ-2 D l
i 1 Page 331
^~i
I | Sample Depth i Elevation i Range 1 TCgt il 75 i
IMows per6 inches
Rec Lngth
PID i Soil Classification (ppm)j and Stratigraphy^
j |
Field Description and Remarks
~
1 I i bulli
1 bull1
il i i lii
1
80
1 1
i bullii
ii1 i jll i
85 i bull i
t i 1 1 1
il 1 gtl
ii
bull
90 i
i 1 i i
i 1
i
i bull t
i
bulli
95shy
I
i
i
bull
(
1
1 i
bull Till Auger grinding cobbles 100
| 1 End of Boring bull1
1 i
1
i i
Set two inch diameter piezometer to 100 010 screen set from 95 to 100 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING pound7 shy in DRILLING METHOD Hollow Staa Aueer GROUND ELEVATION VM DATE T 7 7 Q S DEVELOPMENT METHOD Overoumping
i m
J
LOCK KEY NUMBER 2191
ELEVATION Or TOP OF SURFACE CASING
ELEVATION TOP OF RISER 12517 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2^_ 313=3 pi- TYP=P Schedule amp0 PVC
TYPE Or BACKFILL Bentonite Grout
ELEVATION DEPTH TO OF SE4L 85 _------ Bentonite Chips I T rmdash J~ omdash^L
ELEVATION OF TO OF ROCK Not Encountered
87 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN 90 TYPE OF SCREEN Schedule ampQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ~1
TYPE OF SAND PACK Morie
95 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 100
WOODARD amp CURRAN All Depths are fron grade ^miMnUdraquo^lraquo-l3laquomA^shy
I M= aANSOi w= WSiipoundSLET MA
IjTEST BORING LOG SITE LOCATION I BORING jiWoodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ-3D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90
i GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 I o f 3 DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
|j Sample Blows per i Rec || FED i Soil Classification Depth gt Elevation n Range 6 inches i Lngth II (ppm)raquo and Stratigraphy Held Description and Remarks
0 I I Auger returns light grey-brown fine SAND little silt
wet at 6 il 5
Auger returns light grey-brown cohesive CLAY
10 I 10- 12 8 10 12 13 16 |(SP)outwash Light grey-brown medium-dense well-sorted fine SAND little silt ij
IIIji
ii Auger returning saturated fine silty SAND
ili
15 i 15-17 1--shy 10 | Grey-brown very soft silty CLAY |j
|j Drilled through sand layer at 18
il 20 i
25 Auger returning saturated fine silty SAND
30
35
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
TEST BORING LOG Woodard and Curran Inc 41 Hutchins Drive
SITE LOCATION Saco Municipal Landfill Foss Road
BORING WELL No
|
iPortland Maine 04102 1 Saco Maine 1 PZ-2 D l
i 1 Page 331
^~i
I | Sample Depth i Elevation i Range 1 TCgt il 75 i
IMows per6 inches
Rec Lngth
PID i Soil Classification (ppm)j and Stratigraphy^
j |
Field Description and Remarks
~
1 I i bulli
1 bull1
il i i lii
1
80
1 1
i bullii
ii1 i jll i
85 i bull i
t i 1 1 1
il 1 gtl
ii
bull
90 i
i 1 i i
i 1
i
i bull t
i
bulli
95shy
I
i
i
bull
(
1
1 i
bull Till Auger grinding cobbles 100
| 1 End of Boring bull1
1 i
1
i i
Set two inch diameter piezometer to 100 010 screen set from 95 to 100 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING pound7 shy in DRILLING METHOD Hollow Staa Aueer GROUND ELEVATION VM DATE T 7 7 Q S DEVELOPMENT METHOD Overoumping
i m
J
LOCK KEY NUMBER 2191
ELEVATION Or TOP OF SURFACE CASING
ELEVATION TOP OF RISER 12517 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2^_ 313=3 pi- TYP=P Schedule amp0 PVC
TYPE Or BACKFILL Bentonite Grout
ELEVATION DEPTH TO OF SE4L 85 _------ Bentonite Chips I T rmdash J~ omdash^L
ELEVATION OF TO OF ROCK Not Encountered
87 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN 90 TYPE OF SCREEN Schedule ampQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ~1
TYPE OF SAND PACK Morie
95 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 100
WOODARD amp CURRAN All Depths are fron grade ^miMnUdraquo^lraquo-l3laquomA^shy
I M= aANSOi w= WSiipoundSLET MA
IjTEST BORING LOG SITE LOCATION I BORING jiWoodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ-3D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90
i GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 I o f 3 DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
|j Sample Blows per i Rec || FED i Soil Classification Depth gt Elevation n Range 6 inches i Lngth II (ppm)raquo and Stratigraphy Held Description and Remarks
0 I I Auger returns light grey-brown fine SAND little silt
wet at 6 il 5
Auger returns light grey-brown cohesive CLAY
10 I 10- 12 8 10 12 13 16 |(SP)outwash Light grey-brown medium-dense well-sorted fine SAND little silt ij
IIIji
ii Auger returning saturated fine silty SAND
ili
15 i 15-17 1--shy 10 | Grey-brown very soft silty CLAY |j
|j Drilled through sand layer at 18
il 20 i
25 Auger returning saturated fine silty SAND
30
35
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING pound7 shy in DRILLING METHOD Hollow Staa Aueer GROUND ELEVATION VM DATE T 7 7 Q S DEVELOPMENT METHOD Overoumping
i m
J
LOCK KEY NUMBER 2191
ELEVATION Or TOP OF SURFACE CASING
ELEVATION TOP OF RISER 12517 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2^_ 313=3 pi- TYP=P Schedule amp0 PVC
TYPE Or BACKFILL Bentonite Grout
ELEVATION DEPTH TO OF SE4L 85 _------ Bentonite Chips I T rmdash J~ omdash^L
ELEVATION OF TO OF ROCK Not Encountered
87 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN 90 TYPE OF SCREEN Schedule ampQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ~1
TYPE OF SAND PACK Morie
95 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 100
WOODARD amp CURRAN All Depths are fron grade ^miMnUdraquo^lraquo-l3laquomA^shy
I M= aANSOi w= WSiipoundSLET MA
IjTEST BORING LOG SITE LOCATION I BORING jiWoodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ-3D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90
i GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 I o f 3 DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
|j Sample Blows per i Rec || FED i Soil Classification Depth gt Elevation n Range 6 inches i Lngth II (ppm)raquo and Stratigraphy Held Description and Remarks
0 I I Auger returns light grey-brown fine SAND little silt
wet at 6 il 5
Auger returns light grey-brown cohesive CLAY
10 I 10- 12 8 10 12 13 16 |(SP)outwash Light grey-brown medium-dense well-sorted fine SAND little silt ij
IIIji
ii Auger returning saturated fine silty SAND
ili
15 i 15-17 1--shy 10 | Grey-brown very soft silty CLAY |j
|j Drilled through sand layer at 18
il 20 i
25 Auger returning saturated fine silty SAND
30
35
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
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I1 rrfrn
bull t
r - 1 C _ I
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n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
IjTEST BORING LOG SITE LOCATION I BORING jiWoodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ-3D
START DATE December 12 1995 BORING DEPTH 100 CONTRACTOR Tri-State Drilling WELL DEPTH 95 PAGE DRILLER L Fredricks RISER LENGTH 90
i GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 I o f 3 DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010 BORING TYPE Deep Overburden GWATER DEPTH
|j Sample Blows per i Rec || FED i Soil Classification Depth gt Elevation n Range 6 inches i Lngth II (ppm)raquo and Stratigraphy Held Description and Remarks
0 I I Auger returns light grey-brown fine SAND little silt
wet at 6 il 5
Auger returns light grey-brown cohesive CLAY
10 I 10- 12 8 10 12 13 16 |(SP)outwash Light grey-brown medium-dense well-sorted fine SAND little silt ij
IIIji
ii Auger returning saturated fine silty SAND
ili
15 i 15-17 1--shy 10 | Grey-brown very soft silty CLAY |j
|j Drilled through sand layer at 18
il 20 i
25 Auger returning saturated fine silty SAND
30
35
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
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bull t
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n
Conduct rrf rn
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pound
barcode 6677
barcodetext SDMS Doc ID 6677
j TEST BORING LOG jWoodard and Curran Inc |41 Hutchins Drive Portland Maine 04102
Sample t
Depth i Elevation Range [35 35 -37
Blows per 6 inches 1 1 - 1
| Rec iLngth
24
I SITE LOCATION Saco Municipal Landfill
Foss Road Saco Maine
FED Soil Classification (ppm) and Stratigraphy
BORING WELL No
PZ - 3D
Pae 23
Field Description and Remarks Grey very soft CLAY and SILT soupy
40 Auger returns soupv dull grey-brown CLAY and SILT
45
50
55 As above
60
65
70 As above
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 Sacoj Maine PZ-3D
i Page 33 i
Sample Blows per Rec PID j Soil Classification Depth Elevation i Range 6 inches ILngth bull (ppm) and Stratigraphy Field Description and Remarks
75
80 80-82 1-2 - 14 (CH) Marine Clay | Grey very soft CLAY and SILT
4 advance without auger rotation
85 j Drilling change at 86
90 90-92 28374751 18 (SP) Marine Sand Grey very dense fine to medium SAND 1
j
i i 1
I
i i i i 95 bull Till Grinding cobbles and boulders at 95
i i
i i 1
100 Bedrock Auger refused End of boring
Two inch diameter piezometer set to 95 010 screen set from 90 to 95 below grade
105 Well developed by overpumping
110
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
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pound
barcode 6677
barcodetext SDMS Doc ID 6677
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfill LOCATION_ Saco Maine DRILLER TriState Drilling S Boring PROJECT NO 9509303_ BORING_ PZ-4S DRILLING METHOD Hollow Seem Aueer
GROUND ELEVATION O DATE HV DEVELOPMENT METHOD Overpaying
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
A N GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
1 O 1
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not- gtJOltMOH
Grsdg ELEVATION DEPTH TO OF SEALTYPE OF SEAL Bentonita Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN TYPE OF SCREEN Schedule amp0 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN i
TYPE OF SAND PACK il Morie
ELEVATION DEPTH BOTTOM OF SCREEN 17
ELEVATION DEPTH BOTTOM OF HOLE i7
WOODARD amp CURRAN All Depths are from grade UVrRQ NUENTAL SESVICES
BANCO M= WE1_1=5LpoundY MA
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
jTEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL Noi 41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine i PZ - 4s
iSTARTDATE December 21 1995 BORING DEPTH 17 i CONTRACTOR Tri-State Drilling WELL DEPTH 17 PArtp i j DRILLER L Fredricks RISER LENGTH 7 | j GEOLOGIST David C Del Marco SCREEN LENGTH _m i of i i
DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 i BORING TYPE Shallow Overburden GWATER DEPTH - 14
i i Sample j Blows per | Rec i PED Soil Classification
Depthi
Elevation Range bull 6 inches iLngth i (ppm) and Stratigraphy Field Description and Remarks II 0 | - i | i Augered through 2 of olive clayey silt
ii i (landfill cap) i |j ii bull i |
i I Landfill Auger returning olive sandy silt little clay 5 1 and minor waste wood cloth and
I 1 some plastic i i
i (
t i bull i i bull
10 I I i i
i Drilling change bull- i Auger returning olive fine sand and silt i
i i
II 15 i 15-17 bull - 12 (SM) Waterlain Olive very fine SAND and SILT bull i i i i grades to 3 of fine grey SAND
i i bull i 1 bull End of Boring j
bull I
i 20- Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade t Completed with it 1 sand pack to 4 bg
i and bentonite to grade raquo
25 Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
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Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 3POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriScate Drilling amp Boring ROJ=CT NO 9509303 BORING P shy 5S DRILLING METHOD Hollow Stem Aueer GROUND = =v^TlQM__gt3Cp_nATP 122195 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
NJ GROUND SURFACE TYPE OF SURFACE SEAL
M ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID
13856
Concrete
4
10
2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TOP OF SEAL Grade _--_- i Bentonite Chips IAI_
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN _ TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010 _ ID SCREEN _ HI _
Morie TYPE OF SAND PACK
17 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE 20
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
M= BlaquoJ33 Ms wsy eggy MA
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
|TEST BORING LOG SITE LOCATION BORING Voodard and Curran Inc Saco Municipal Landfill WELL No [41 Hutchins Drive Foss Road i Ponland Maine 04102 Saco Maine PZ - 5s
START DATE December 20 1995 BORING DEPTH 22 i CONTRACTOR Tri-State Drilline WELL DEPTH IT PAGE
DRILLER L Fredricks RISER LENGTH T_ GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy IT
i| 1Depth Elevation i
Sample Range
Blows per6 inches
Rec j PID Soil Classification Lngth (ppm) i1 and Stratigraphy
bull Field Description and Remarks i
0 i shy 1 1
5
| i i
1
1
i
i
1
i
i1
bull
i i
i i
Landfill
i
i
Augered through clay cap olive silty clayi Grades to olive SILT and fine SAND ji
Augered minor waste zone from 3-6
10
i
i i
Low returns olive SAND and SILT bulli
bulli1
i1
1
15
i
i
i I i
14-16
i
I
i
i
14
i
bull
(SM)Waterlain 1
Olive very fine SAND and SILT trace clay has fine cloth fragmentoverlies 4 of grey-brown fine SAND
bull
1 -
20
i
Ii
20-22 I
shy
i
16 1
i
(SM) Waterlain
i
i
bull
Very fine SAND and SILT as above overlies 5 of fine SAND
End of Boring
bull
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 1 sand pack to 4 ba and bentonite to seal to arade
30 Vvell developed by overpumping
55
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
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I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine ^DRILLER TriStata Drilling amp Boring PROJECT NO 9509303 3ORING 9 5 - l S _DRILLING METHOD Hollow Stem Aueer
ROUND = EVATION DATE 1^iB^ DEVELOPMENT METHOD Overpumpjng
u j
=ltlaquoSi-
L-ii pi[ ^xft
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10576
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC
SLOT SIZE AND LENGTH 010 ID SCREEN IL
TYPE OF SAND PACK Moria
ELEVATION DEPTH BOTTOM OF SCRrEN
ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN ltVtMlitttxmigtss-gtVif3Sl
Depths are from below grade PORTUU-O MS SAMSON M= W=i=StpoundY MA
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
OVERBURDEN MONITORING WELL INS i ALLAI ION RECORD ^n=rT Saco Landfill I nrATIQN Saco Maine DRILLER Tr iS ta te Drilling amp Boring nUJ ul~ BORING 95 - 2S DRILLING M=7HOD HoUow Stem Auger
122095 D=VELOPMENT METHOD overjumping DATE bullbull ^raquo GROUD laquo E
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
9004 ELEVATION TO OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concraie
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Not Needed
i ELEVATION DEPTH TCP OF SEAL _ 3entonite7YP= OF SEAL Chips
ELEVATION OF TO OF ROCK Sot Encountered
3 ELEVATION DEPTH TOP OF SAND
5 ELEVATION DEPTH TO OF SCRE=N
TYPE OF SCREEN Schedule 4Q Machine-slot VC J SLOT SIZE AND LENGTH 010
2 ID SCREEN
Natural TYPE OF SAND PACK
15 =J_=VAT1ON DEPTH 3O i i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN NVTRDNMENTAL SERVICES All Depths are from grade
PORTTJUO M= 3ANOC M=
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
TEST BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No1
41 Hutchins Drive Foss Road Portland Maine 04102 bull Saco Maine 95-2s
1
START DATE December 20 1995 BORING DEPTH 15 i CONTRACTOR Tri-State Drilling WELL DEPTH IS PAGE i DRILLER L Fredricks RISER LENGTH _il i || GEOLOGIST David C Del Marco SCREEN LENGTH 10 i 1 of l DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 | BORING TYPE Shallow Overburden GWATER DEPTH - 3
1 | Sample 1 Blows per jl Rec gt PID Soil Classification Depth i Elevation il Range I 6 inches l| Lngth i (ppm) bull and Stratigraphy Field Description and Remarks
0 - I i i
i l i i 1
i l l 1 i ii i Water table shows at about 4 below grade i ii bull i 5 1 (SP) Outwash Auger returns grey-brown fine and
medium SAND well sorted 1
i 1
10 i 1
i i Grinding cobbles i i i j
1 i i i Sand has run into auger 1Craquo i ii IJ i
1 i End of boring i i bull
t i Two inch diameter monitor well set to 15 010 screen set from 5 to 15 below grade
20 i | Completed with natural gravel pack to 3 bpound i and bentonite seal to 1 bg
i
1 1 1
|
25
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD 30ni=rT Saco Landfill orATIHNJ~n rcTTr7trade - ^^1^
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
LEVAT1ON DEPTH TO OF SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN Hpound TYPE OF SCREEN Schedule amp0 Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM Or SCREEN ELEVATION DEPTH BOTTOM OF HOLE
WOODARD ampCURRANL =gtJtfraquoit-ti^raquolaquo^^-^=laquot^^ Depths are from below grade
POSTtJVO M= BANSO ME W3J_=SLpoundY MA
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
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n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 3ORING 95 shy AS A DRILLING METHOD Hollow Stem Auger 5ROUND ELEVATION DATE 121995 DEVELOPMENT METHOD Overpumping
LOCK KEY NUM3ER 2191
ELEVATION OF TOP OF SURFACE CASING
8824 ELEVATION TOP OF RISER STICK UP OF CASING ABOVE
GROUND SURFACE I TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLS
RISER PIPE ID 2^_ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL
19 ELEVATION DEPTH TCP OF SEAL _
TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered Ixc
21 ELEVATION DEPTH TO OF SAND
24 bullLEVAT1ON DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-sloe VC SLOT SIZE AND LENGTH 010 ID SCREEN i
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PGRTLAN3 Ms E WSLLISLET MA
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
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NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
TEST BORING LOG [SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road j Portland Maine 04102 Saco Maine 95-4sA
START DATE December 9 1995 BORING DEPTH 40 CONTRACTOR Tri-Siate Drilling WELL DEPTH 29 PAGE DRILLER L Fredricks RISER LENGTH 24 GEOLOGIST David C Del Marco SCREEN LENGTH 5_1 1 of 2 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 3
I | it Sample j Blows per Rec 1 PED | Soil Classification 1 Depth i Elevation Range i 6 inches _ Lngth (ppm) land Stratigraphy Field Description and Remarks
0 1 - 1 I i I 1
ii
i Water table shows at about 3 below grade
i ii 5- i i Auger returns grey-brown fine to coarse
1 bull SAND and GRAVEL Ii i i
bull i J i (
10 i Auger grinding numerous cobbles i returning coarse gravel
l
gt i i it i l 15 Low returns fine to coarse SAND 1l
i
l
20shy
laquo
l
i
i
i
Drilling becomes easier mostly sand gt
Auger returning grey-brown fine to medium SAND
15
i ii i n
25
30
As above oednllcd to 40
35
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
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NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
TEST BORING LOG Woodard and Curran Inc bull|41 Hutchins Drive
i SITE LOCATION Saco Municipal Landfill Foss Road
BORING j WELL No
I Portland Maine 04102 Saco Maine 95-4SA
j Page 22
l| Sample Blows per | Rec FID i Soil Classificationi j Depthi|ElevationI Range 6 inches Lngth (ppm) and Stratigraphy bull Field Description and Remarks
35
40
i
iii 11 of sand has blown into augers
Set two inch diameter monitor well to 29 || Screen set from 24 to 29 below grade || Completed with natural sand pack to 20 below grade and beatonite seal
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT q3m Landfill LOCATION SPltO Maine DRILLER Tri-Stace Drilling amp Boring
PROJECT NO9509303 BORING 9^shyGROUND ELEVATION DATE
6R Ti DRILLING METHOD Mud RoarvAir DEVELOPMENT METHOD bull-Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 8707 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule ^0 VC
Grout TYPE OF BACKFILL3eltonita
ELEVATION DEPTH TOP OF SEAL Benconica Grour on -U Mor^
E VA71CN OF Top OF 185 mdash
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYFE OF SCREEN Machire-slot Schedule AQ vc SLOT SIZE AND LENGTH ID SCREEN
TYPE OF SAND PACK 1 Moris
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
111ELEVATION DE=TH 5OTTCM OF SCREEN ELEVATION DEPTH 5CTTCM OF HCLE 153
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
s we_i_ESLSr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTjrn Landfill LOCATION gam Maine DRILLER Tri-Scate Drilline amp Boring PROJECT NO 9509303
GROUND ELEVATION
BORING
~ DATE
Q S shy S3 ^DRILLING METHOD Mud DEVELOPMENT METHOD bull
LOCK KEY NUMBER 2I91
ELEVATION OF TCP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE ID RISER PIPE TYPE Schedule ^0
41
8
2
VC
TYPE OF3ACKFiLL3eiltoIlice Grouc
ltltpoundbullamp iK
ELEVATION DE=TH TOP OF SEAL TYP= Qp SEAL 3eaconiC2 Grout on VU
ELEVATION OF TCP OF ROCK
ELEVATION DE=TH TO Or SAND
ELEVATION DEPTH TOP Or SCREEN TYPE OF SCREEN Machine-sloe Schedule ^0 VC SLOT SIZE AND LENGTH _ ID SCREEN _
TYPE OF SAND PACK pound1 Moria
DIAMETER OF HCLE IN BEDROCKCORE ROCK
3 58
LEVATION CE=TH BOTTOM Or SCREEN lt LEVATION DEPTH BOTTOM Or HOLE 200~P
FIGURE A-2
WOODARD amp CURRAN ENVIRONUEUTAL SERVICES
PORTLAND MS OANCOR Me wci i cq cr MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT landfill LOCATION_Spoundco Maine DRILLER Tri-Scac Drilling amp Boring PROJECT NO 95093 03 BORING 95-6R DRILLING METHOD Mud RocarvAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 219L
ELEVATION OF TOP OF SURFACE CASING 8949
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
8 DIAMETER OF HOLE
RISER PIPE ID 1 RISER PIPE TYPE Schedule 40 VC
Grcuc TYPE OF BACKFiLL3entonipound
ELEVATION DEPTH TOP Or SEAL TYFEGFSE^L Benconiea Grouc on U Mori
ELEVATION OF TO OF ROCK 109
ELEVATION DE=TH TOP OF SAND
ELEVATION DE=TH TO OF SCREEN 111 TYPE OF SCRE=N Machine-slot Schedule amp0 VC SLOT SIZE AND LENGTH 010 3 ID SCREEN
TYPE OF SAND PACK 1 Morle
3 5sDIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN ELE-ATICN DEPTH 5OTTCM OF HOLE
FIGURE A-2
WOODARDampCURRAN ENVIRONMENTAL SERVICES
SANCCa ME WE_LpoundSLpoundY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECTSaco Landfill LOCATION Saco Maine DRILLER Tri-Sratg nr-MMng f Bnr-f
PROJECT NO 9509303 BORING 95 - 7R _DRILLING METHOD Mud Rnt -ary A- t r
GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD Overpumping
|
Depths froia below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 9122 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
Concrece
4 ID OF SURFACE CASING
8 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule ^0 PVC
TYPE OF BACKFILL Bentonite Grout
l4 ELEVATION DETfeiTOP_OF SEALTYPE OF SEAL bullRentrm-tt-e Crout on ft 0 Morie
535 ELEVATION OF TOP OF ROCK
deg10 5 gt ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TOP OF SCREEN 58 TYPE OF SCREENMachine~slot Sc^edule 40 SLOT SIZE AND LENGTH U1Ugt 3 ID SCREEN _ 2
Morie TYPE OF SAND PACK 0 Morie from 55-56^
DIAMETER OF HOLE IN BEDROCK 358 CORE ROCK
63 ELEVATION DEPTH BOTTOM OF SCREEN ELEVATION DEPTH 5CTTOM OF HOLE 05
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCOn MS WELLESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandf-Mi LOCATIONPROJECT NO9509303 BORINGGROUND ELEVATION DATE
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
ELEVATION DEPTH TOP OF SEAL 6 TYPE OF SEAL Bentonite Grout on 0 Moria
10 ELEVATION OF TOP OF ROCK
12AshyELEVATION DEPTH TOP
ELEVATION DEPTH TOP OF SCREEN 15 TYPE OF SCREEN Machine-slot Schedule amp0 PVC SLOT SIZE AND LENGTH nin s ID SCREEN 2^
TYPE OF SAND PACK ifl Morie
3 53DIAMETER OF HOLE IN BEDROCKCORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 20 ELEVATION DEPTH BOTTOM OF HOLE 22 =
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
PORTLAND ME BANCO MS WQLESLET MA
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
TEST BORING LOG I SITE LOCATION j BORING Woodard and Curran Inc i Saco Municipal Landfill WELL No
41 Hutchins Drive j Foss Road Portland Maine 04102 I Saco Maine GEO1
START DATE December 11 1995 BORING DEPTH 26 ^CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE NA I BORING TYPE Shallow Overburden GWATER DEPTH - 5
Sam pie Blows per I Rec pro Soil Classification i 1 11 Depth Elevation 1 Range | 6 inches I Lngth (ppm) | and Stratigraphy Field Description and Remarks 1 i bull 0 I 0-2 Auger Sample (SM) Dark brown vf SAND and SILT trace clay
t (
1 2 -4 4 4 1411 18 (SM) (SP) Interlayers of vf - f SAND and SILT and j i Waterlain grey-brown well-sorted f SAND bull
8-10 3 4 4 6 20 Same as above has siltier interlayers 10
10 - 12 4 8 7 10 10 Same as above
1 i 12 - 14 4 4 5 7 2 1 Same as above increasing silt
1 15 14 - 16 5 7 4 6 16 Same as above has 5 interlayer of orange
f SAND 16-18 3111 20 Fine sand as above with interlayer of orange
(CH) Marine Clay brown sand overlies 11 soft grey CLAY bull I
20 18-20 2 1 1 - 22 Olive-grey very soft CLAY grades to light blue-grey CLAY
I 20-22 12 1 1 i 24 Blue-grey CLAY as above i
22-24 2 - 1 1 22 Same as above 25
24-26 1-- 1 22 Same as above
End of Boring
30
35
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
bullTEST BORING LOG i SITE LOCATION BORING I IWoodard and Curran Inc j Saco Municipal Landfill WELL No |41 Hutchins Drive I Foss Road Portland Maine 04102 I Saco Maine GEO2
jj START DATE December 12 1995 BORING DEPTH 32 1 CONTRACTOR Tri-State Drilling WELL DEPTH No Well Set PAGE DRILLER L Fredricks RISER LENGTH NA [GEOLOGIST David C Del Marco SCREEN LENGTH NA lof 1 jj DRILLING METHOD Hollow Stem Auger SLOT SIZE NA iBORING TYPE Shallow Overburden GWATER DEPTH - 5
Sample II Blows per Rec pro Soil Classification Depth Elevation Range I 6 inches Lngth (ppm) and Stratigraphy Field Description and Remarks
i 0 0 -2 Auger Sample (ML) Brown SILT and f SAND with roots
2 - 4 341210 20 (ML) Wetland Mottled olive and blue-grey SILT trace f sand and clay has roots
5 4 -6 3444 I 20 I Same as above with little clay
6-8 I 1112 8 (CH) Marine Clay Mottled brown very soft CLAY and SILT
I 8-10 I 5444 | 20 I Mottled olive-brown and blue-grey stiff 10 CLAY and SILT
| 10-12 i 2 1 1 1 | 22 Same as above very soft mostly clay
12-14 j 1 12 1 | 18 Same as above soft
bull 15 14-16 i 1 1 1 1 24 Same as above except grey and very soft iI
16-18 | 1- 1 1 22 I Same as above
I t
20 1 18 - 20 i 2 1- 1 22 I Same as above
i i 20-22 12 1 1 i 24
i Augered to 25 returns as above
25 25-27 1111 24 Same as above
Augered to 30 returns as above
30 30-32 1 2 1 1 24 Same as above
End of Boring
35
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
TEST BORIgtG LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill WELL No
41 Hutchins Drive _ iFossRoad Portland Maine 04102 Saco Maine 95-4sB
START DATE December 9 1995 BORING DEPTH 30 i CONTRACTOR TH-State Drilling WELL DEPTH 101 PAGE DRILLER L Fredricks RISER LENGTH 5
i
GEOLOGIST David C Del Marco SCREEN LENGTH 51 i 1 of 1 ji bullbull DRILLING METHOD Hollow Stem Aueer SLOT SIZE 010
1 BORING TYPE Shallow Overburden GWATER DEPTH - 3 i
1
Sample jj Blows per || Rec j FID | Soil Classification | Depth Elevation Range i 6 inches I Lngth (ppm) bull and Stratiaraphy i| Field Description and Remarks
i 0 1 i i | ii1 bull i i bull
i bull i i Water tabl e shows at about 3 below grade bull
i bull bull gt = i 5 i (SW) Outwash j Auger ren ims grey-brown fine to coarse
J bulli
SAND ant 1 GRAVEL i i
i i i
i -bull l
i io Auger grii iding numerous cobbles M I
ii returning oarse gravel l I j
iT - 1 1 1
i 1
ij bull i is i
i
i Low recur ns fine to coarse SAND i i i Drilling becomes easier mostly sand gt 15
bull t i bull 1
i i i 20 bullbull bull i
|
i i 1 i
25
Sand runs into augers terminate boring 30 set shallow well
Set two-inch diameter monitor well to 10 Screen set from 5 to 10 below grade Completed with 1 Morie sand to 3 and bemonite seal to 1 below grade
35
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
~ OVERBURDEN MONITORING WELL 1NSTALLAI ION RECORD PRO laquo=C7 Saco Landfill I nrATIQM Saco Maine DRILLER TriState Drilling amp Boring ^ Ir qSQq7Q3 anPlNG 95 - 6 S DRILLING METHOD Hollow Stem Auger GROUND raquo =TnM IDAT= lZtraderaquo DEVELOPMENT METHOD Overpumpin
LOCK KEY NUMBER 2191
ELEVATION OF TOP Or SURFACE CASING
ELEVATION TOP OF RISER 9052
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL Concrete
M 4
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO Or SEAL TYPE OF SEAL Benconira Chips
ELEVATION OF TO OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND
ELEVATION DEPTH TO OF SCREEN 1 TYPE OF SCREEN Schedule 4Q Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN ^1
Natural TYPE OF SAND PACK
14 ELEVATION DEPTH BOTTOM CF SCRE=N
14 ELEVATION DEPTH BOTTOM OF HOLE
WOODARD amp CURRAN All Depths ara from grade
STwWO M= BANGOA MS WHliSStSY MA
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
TE$T BORING LOG SITE LOCATION BORING Woodard and Curran Inc Saco Municipal Landfill j WELL No 41 Hutchins Drive Foss Road Portland Maine 04 102 Saco Maine 95-6s
START DATE December 20 1995 BORING DEPTH 16 CONTRACTOR Tri-State Drilling WELL DEPTH 14 j PAGE DRILLER L Fredricks RISER LENGTH 4 |
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 bull bullDRILLING METHOD Hollow Stem Auger SLOT SIZE 010 1 j BORING TYPE Shallow Overburden G WATER DEPTH shy 5
bull gt Sample i Blows per 1 Rec PID Soil Classification j j Depth i Elevation
0 shy Range 1
1 6 inches Lngth (ppm) and Stratigraphy
ii Field Description and Remarks
i i j Auger returning brown sandy SILT |
bull bull which grades to grey-brown fine SAND i i t
I little silt
5
ii
5 -7 1i
12 15 12 17i i
8 i i1
i
(SP) Outwashi
I
ii Orange-brown medium-dense fine to medium SAND little coarse sand some bullbull
fine gravel
i j Grinding cobbles i iii i 10
10 shy 12 17 25 19 26shy 1
12 (SP) Outwash i
1
Grey dense medium to coarse SAND and fine GRAVEL 1
i
i 1 i 14-16 81626391 12 bullbull Same as above 15 shy bull 1
i
i
1 i End of boring
i
t 1 Two inch diameter monitor well set to 14
20 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg
and bentonite seal to 1 bg i
iii i
gt 1
T bull
30
35
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
OVERBURDEN MONITORING WELL INS IALLAI ION RECORD POJ=CT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PQJ=rTNO 9509303 3ORING 95 shy 7S DRILLING METHOD Hollow Stem Auger GROUND = =wATinM__2~ DATS 121995 DEVELOPMENT METHOD Overpumping
N
v-i ]raquo
J
~I
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
89-16 ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2 RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Not Needed
1 ELEVATION DEPTH TO OF SEAL _ 3enconite7Y== OF SEAL Chips
ELEVATION OF TO OF ROCK Not Encountered
2 ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 40 Machine-slot PVC SLOT SIZE AND LENGTH 010
F ID SCREEN
Natural TYPE OF SAND PACK
ELEVATION DEPTH BOTTOM OF SCREEN u
ELEVATION DEPTH BOTTOM OF HOLE H
WOODARD amp CURRAN All Depths are from grade ENVIRONMENTAL SERVICES
PORTLAN3 M= aN3O=laquo M= wajLESLif
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
bullTEST BORING LOG iWoodard and Curran Inc 41 Hutchins Drive
I
i
SITE LOCATION Saco Municipal LandfillFoss Road
| BORING bull WELL No
Portland Maine 04102 bullbull
Saco Maine 95-7s bull I I
START DATE December 9 1995 BORING DEPTH IT j CONTRACTOR Tri-State Drilling WELL DEPTH 14 PAGE DRILLER L Fredricks RISER LENGTH 5 1
1
j GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 3
l| i Samplei Depth ElevationI Range
Blows per 6 inches
I Rec i ILngthl
PID Soil Classification(ppm)1 and Stratigraphy
I II Field Description and Remarks
5 (SP) Outwash
Water table shows at about 3 below grade j
i Auger returns grey-brown fine and (
medium SAND trace silt some fine | gravel
10
15
20
Grinding cobbles low returns
Sand has run into auser
End of boring |
Two inch diameter monitor well set to 14 010 screen set from 4 to 14 below grade Completed with natural sand pack to 2 bg and bentonite seal to 1 bg
25
30
35
OVERBURDEN MONITORING WELL INSTALLATION RECORD ROJgCT Saco Landfill LOCATION Sa_co Maine^DRILLER TriState DrilUncr amp Boring ROJECT NO 9509303 BORING Aiy~fpound-flS DRILLING METHOD Hollov Stem Auger
GROUND ELEVATION ^S DATE DEVELOMENT METHOD Overpumping
7
IfgSS
Depths are fron below grade
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 81 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
4 ID OF SURFACE CASING
10 DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DE=TH TO Or SEAL _ TYPE OF SEAL Bentonite Chips
ELEVATION OF TO OF ROCK Not Encountered - shy
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF SCREEN -bull TYPE OF SCREEN Schedule -40 Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN ill
TYPE OF SAND PACK Morie
ELEVATION DEPTH 5Oi i OM OF SCREEN ELEVATION DEPTH BOTTOM OF HCLE Q
WOODARD amp CURRAN PO3TLAN3 MS S WELLHSLEY MA
OVERBURDEN MONITORING WELL INSTALLATION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER Tr iScace Drilling amp Borinc PROJECT NO 9509303 3ORING os shy QS DRILLING METHOD Hollow Stem Aueer deg GROUND ELEVATION DATE 1 2 2 2 9 5 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISERSTICK UP OF CASING ABOVE
s GROUND SURFACE TYPE OF SURFACE SEAL
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER PIPE TYPE Schedule
11211
Concrete
4
10
2^ 40 VC
TYPE OF BACKFILL Natural Soil Cuttings
ELEVATION DEPTH TOP Or SEAL Grade
IP TYPE OF SEAL Bentonite Chips
laquoapoundi ampSpoundtJ
Bfc
111 ELEVATION OF TO OF ROCK Not Encountered
Hlaquoss] ELEVATION DEPTH TOP OF SAND 3
ELEVATION DEPTH TO OF SCREEN 5 TYPE OF SCREEN Schedule poundQ Machine-slot PVC SLOT SIZE AND LENGTH 010 ID SCREEN 2
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
TEST BORING LOG | SITE LOCATION BORING Woodard and Curran Inc j Saco Municipal Landfill WELL No 41 Hutchins Drive Foss Road Portland Maine 04102 i Saco Maine I 95 -9s J
START DATE December 22 1995 BORING DEPTH i
CONTRACTOR Tri-State Drilling WELL DEPTH PAGE i DRILLER L Fredricks RISER LENGTH 51 i
GEOLOGIST David C Del Marco SCREEN LENGTH 10 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 I BORING TYPE Shallow Overburden GWATER DEPTH - 16 i
i
i
i| || Sample j Blows per j l Rec I PpoundD | Soil Classification 1 Depth i Elevation 1 Range 6 inches llLngth ( ppm) and Stratigraphy i Field Description and Remarks
0 - i | i i i
1 bull I i i
i (CH) Lacustrine or Auger returns olive CLAY and SILT 5 i Marine Deposition i
ii ii 1
i| i i
I
10 i i 11 i i
bull
15
End of Boring |
l i Two inch diameter monitor well set to 15
20 010 screen set from 5 to 15 below grade Completed with 1 sand pack to 3 bg and bentonite to grade
Well developed by overpumping
30
35
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
OVERBURDEN MONITORING WELL INSTALLAl ION RECORD PROJECT Saco Landfil l LOCATION Saco Maine _DRILLER Tr iScace Dri l l - ing amp Boring PROJECT NO 9509303 SORING 95 shy IPS DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122295 DEVELOPMENT METHOD Overjumping
c
s
j x~ Mm
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 14355 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
10 DIAMETER OF HOLE
RISER PIPE ID 2__ RISER PIPE TYPE Schedule 40 VC
TYPE OF BACKFILL Nor VOH^
LEVATION DEPTH TO Or SEAL Grade 3enconita ChisTYPE OF SEAL
ELEVATION OF TOP OF ROCK Not Encountered
ELEVATION DEPTH TOP OF SAND 4
LEVATION DEPTH TOP OF SCREEN 7 TYPE OF SCREEN Schedule poundQ Machine-slot VC SLOT SIZE AND LENGTH 010 ID SCREEN r
TYPE OF SAND PACK Morie
ELEVATION DEPTH BOTTOM OF SCREEN ^_ ELEVATION DEPTH BOTTOM OF HOLE 2Q
WOODARD amp CURRAN All Depths are fron grade ^riJt^^-ENVfRDNtlENTAl SHlaquoVICES
VS_L=SLpoundY MA
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
|TEST BORING LOG SITE LOCATION BORING ^Woodard and Curran Inc 1 Saco Municipal Landfill WELL No j I 41 Hutchins Drive I Foss Road Portland Maine 04102 Saco Maine 95 - 10s
bull j START DATE December 21 1995 BORING DEPTH 22
bullCONTRACTOR Tri-State Drilling WELL DEPTH 17 | PAGE i DRILLER L Fredricks RISER LENGTH 7 i
bullGEOLOGIST David C Del Marco SCREEN LENGTH ID i i o f i |j DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH - 16
bull| i| Sample Blows per i j Rec i| Pro Soil Classification f 1 Depth Elevation Range bull i 6 inches Lngth i (ppm) and Stratigraphy j Field Description and Remarks | 0 i i bull i i Augered through 5 of olive silty clay
(landfill cap) waste encountered at ij 5 below grade
Landfill Augered waste to 16 rope cloth refuse bull 5 metal and plastic fragments
25 Set two inch diameter monitor well to 17 010 screen set from 7 to 17 below grade Completed with 8 1 sand pack to 4 bg and bentonite to grade
30 Well developed by overpumping
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
OVERBURDEN MONITORING WELL INS fALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring =gtROJECT NO 9509303 BORING 95 shy US DRILLING METHOD Hollow Stem Auger ROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpumping
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER
STICK UP OF CASING ABOVE GROUND SURFACE
TYPE OF SURFACE SEAL-
ID OF SURFACE CASING
DIAMETER OF HOLE
RISER PIPE IDRISER Pl= TYPE Schedule
TYPE OF BACKFILL
13672
Concrete
4
10
_L_ 40 PVC
pflaquo-ne
ELEVATION DEPTH TOP OF SEALTYPE OF SEAL Benconite Chips
ELEVATION OF TO OF ROCK Not
ELEVATION DEPTH TO OF SAND
ELEVATION DEPTH TOP OF 5CR==NTYPE OF SCREEN Schedule 4QSLOT SIZE AND LENGTH 010 I D SCREEN ill
2_]_
Encountered
4
7 5 _ Machrre-slot VC
TYPE OF SAND PACK bull-1 Morie
ELEVATION DE=TH BOTTOM OF SCREEN 1 7 - 5 L 3ELEVATION DE=T~ BOTTOM OF HOLE
W O D A R D amp CURRAN All Deptns are iron grade
= Vi rmdashES^EY MA
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
|~TEST BORING LOG bull|Woodard and Curran Inc
SITE LOCATION Saco Municipal Landfill
BORING WELL No
41 Hutchins Drive Foss Road Portland Maine 04102 Saco Maine 95-1 Is
START DATE December 20 1995 BORING DEPTH 175 I CONTRACTOR Tri-State Drilling WELL DEPTH 175 PAGE DRILLER L Fredricks RISER LENGTH 75 GEOLOGIST David C Del Marco SCREEN LENGTH 101 1 of 1 DRILLING METHOD Hollow Stem Auger SLOT SIZE 010 BORING TYPE Shallow Overburden GWATER DEPTH shy 6
j l i Sample Blows per |j Rec j PID IISoil Classification j i j Depth -Elevation i Range 6 inches iLngth I (ppm) jand Stratigraphy Field Description and Remarks iii
o 1
i
i 1
1
i I 1
i
1-l l i ijj
i Auger returning brown fine sand and silt bull grades to brown sandy silt little clay
5 i
10
Auger returns yellow-brown very fine to fine SAND and SILT saturated
15
20
25
End of Boring
Two inch diameter monitor well set to 175 010 screen set from 75 to 175 bg Number 1 sand pack to 4 bg completed with bentonite to 2 below grade
30
35
OVERBURDEN MONITORING WELL INSTALLAI ION RECORD PROJECT Saco Landfill LOCATION Saco Maine DRILLER TriState Drilling amp Boring PROJECT NO 9509303 BORING 95 - 12S DRILLING METHOD Hollow Stem Auger GROUND ELEVATION DATE 122095 DEVELOPMENT METHOD Overpuiapint
LOCK KEY NUMBER 2191
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER ns 77 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SE^L Concrete
D OF SURFACE CASING
DIAMETER OF HOLE
4
10
RISER PIPE ID pound_ pic== 3|== TY=gt=- Schedule 40 PVC riOh_r i I -bull I i laquo mdash shy - mdash _ ^ ^ ^ __
TYPE OF BACKFILL Not Needed
ELEVATION DEPTH TO OF SEAL _ mdashyrrr Q= pound=AJ_shy Sentonite Chips
l
J
ELEVATION OF TOP OF ROCK Nat Encountered
ELEVATION DEPTH TO OF SAND 4
ELEVATION DEPTH TO OF SCREEN TYPE OF SCREEN Schedule 4Q Machine-sloe PVC SLOT SiZE AND LENGTH 010 ID SCREEN il]
TYPE OF SAND PACK Mprie
mdash 4
ELEVATION DEPTH BOTTOM OF SCREENELEVATION DEPTH BOTTOM OF HOLE
15 15
All Depths are froa grade WOODARD amp CURRAN PORTLAND Mi = WSJ-ESLEY MA
TEST BORING LOG Woodard and Curran Inc
|41 Hutchins Drive Portland Maine 04102
START DATE December 20 1995 jj CONTRACTOR Tri-State Dnlling li DRILLER L Fredricks 1 GEOLOGIST David C Del Marco i DRILLING METHOD Hollow Stem Auger
1 BORING TYPE Shallow Overburden
SITE LOCATION Saco Municipal Landfill Foss Road Saco Maine
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
|j Sample | Blows per jj Rec if PID Soil Classification j 1 Depth li Elevationi o l
1
Range 6 inches 1Lngth 1 (ppjn) i 1 i
and Stratigraphy I
i|
Field Description and Remarks
Augered through clay cap olive silty clay bull i i l l Auger reruring waste black silty sand i l 1 j
1
bull 5shy
ii
i
Landfill ij|
Grades to olive sandy silt with little clay and waste wood cloth wire and plastic fragments
l i 1 M
1 Very slow advance from 6 to 9
IDshyi
1
i |1
| Auger returning cloth fragments
1 Auger returning olive SILT and CLAY
1 Bottom of waste approximately 12
I 1 1 1
15 15 shy 17 shy 20 (CH) Marine Clay Mottled olive and blue-grey SILT and CLAY
1
1
1 End of Boring
20 Set two inch diameter monitor well to 15 010 screen set from 5 to 15 below grade
l Completed ith sand pack to 4 bg and 1 bentonite seal to 1 below grade
25 Well developed by oerpumpmg
30
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN
bull bull bull bull bull bull bull -5i bull -bullbullbullbullbull-- bull-bullbull -~-T- bull bullbullbull bull bull i c
irvr^aa Uff Mnrrs a ia -r zf
Ohr -bull
c - n r~ 1 n -bull-bull - I L(
I1 rrfrn
bull t
r - 1 C _ I
T shy
n
Conduct rrf rn
NGorrrw GhrrM
pound
barcode 6677
barcodetext SDMS Doc ID 6677
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Saco T andf i l l LOCATION Saco Maine DRILLER Trl-State Drilling amp Boring PROJECT NO9509303 BORING 9-5 - 1R DRILLING METHOD Mud RotaryAir GROUND ELEVATION DATE 12895 DEVELOPMENT METHOD bulloverpumping
Depths are from below grade
2191 LOCK KEY NUMBER
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER 10440 STICK UP OF CASING ABOVE
GROUND SURFACE TYPE OF SURFACE SEAL
4 ID OF SURFACE CASING 8
DIAMETER OF HOLE
2 RISER PIPE ID RISER PIPE TYPE Schedule 40 PVC
Grout TYPE OFBACKFILLBentonite
ELEVATION DEPTH TOP OF SEAL 11 TYPE OF SEAL Bentonite Grout on jfO Morie
ELEVATION OF TOP OF ROCK
27 ELEVATION DEPTH TOP OF SAND
29ELEVATION DEPTH TOP OF SCREENTYPE OF SCREEN Machine-slot Schedule 40 PVC SLOT SIZE AND LENGTH 010 in ID SCREEN 2
TYPE OF SAND PACK 01 Morie 40 Morie from 27-28
3 58DIAMETER OF HOLE IN BEDROCK CORE ROCK
ELEVATION DEPTH BOTTOM OF SCREEN 39 ELEVATION DEPTH BOTTOM OF HOLE 45 5
FIGURE A-2
WOODARD amp CURRAN ENVIRONMENTAL SERVICES
POWTTJkNO ME BANGOH ME WEUESLEY MA
BEDROCK MONITORING WELL INSTALLATION RECORD PROJECT Tandfill LOCATION SPCO Msine _DR1LLER Tri-Scsca Drilling amp Borirg PROJECT NO 95093 03 GROUND ELEVATION
BORINGDATE
95 shy 2R A _
IDRILLING METHOD Mud DEVELOPMENT METHOD v
LOCK KEY NUMBER 2I9L
ELEVATION OF TOP OF SURFACE CASING
ELEVATION TOP OF RISER_ STICK UP OF CASING ABOVE
GROUND SURFACE
AO
TYPE OF SURFACE SEAL Concrete
ID OF SURFACE CASING
DIAMETER OF HOLE 8
RISER PIPE ID | RISER PIPS TYPE Schedule ^0 PVC
TYPE OF3ACKFiLL3eatonit5 Grjuc
ELEVATION DEPTH TOP OF SEAL -TY^= OF SEAL Bentoniia Grouc on vO Mcria
ELEVATION CF TOP OF ROCK
ELEVATION DEPTH TOP OF SAND
ELEVATION DE=TH TOP OF SCREEN TYPE OF SCREEN Mschire-sloc ScheduleSLOT SIZE AND LENGTH ID SCREEN