DOEI1D-10877 Revision 0 Ju!y 2001 U.S. Department of Energy Idaho Operations Office INEEL CERCLA Disposal Facility Final Design Excavation and Test Pad - Drawings \ II \ ......__ E 41.1111 C: 1 E 111.1 dais> Nmon froiTx.^t -. . - ---.... HMS al SCOliss ....... „-. 7 and tholkiserIng SOldlem
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DOEI1D-10877
Revision 0
Ju!y 2001
U.S. Department of EnergyIdaho Operations Office
INEEL CERCLA Disposal Facility Final DesignExcavation and Test Pad - Drawings
\
II \ ......__E41.1111C: 1 E 111.1 dais> Nmon froiTx.^t -. .-
---.... HMS al SCOliss .......„-.7and tholkiserIng SOldlem
DOE/ID-10877Revision 0
INEEL CERCLA Disposal Facility Final DesignExcavation and Test Pad Drawings
July 2001
Prepared for theU.S. Department of EnergyIdaho Operations Office
AIT-1,1 -REV 3.3
INTEC FACILITY
I72
• GS51
EXISTOVERHEAD P
(FURIRE)
X-- X --
1526
SNEA4.
EXIST OVERHEAD POWER
ICDF DEVELOPMENT AREA
•1546
GS57
INEEL CERCLA DISPOSAL FACILITYDESIGN DRAWINGS
EVAPORATION POND FILLSEE DWG C-103
PERIMETER DITCH, TYP SEE DWG EC-101
CEU_ 1 EXCAVATIONSEE DWG C-102
1554•1550
TEMPORARY STOCKPILEAREA, SEE DWG C-101
•1542
TEMP CONSTRUCTION HAUL ROAD1558SEE NOTE 3.
1500' (APPRDX)
UNCOU1I BLVD
NOTES:1. THE DIMENSIONS, CONFIGURATION, AND LAYOUT OF THE ICDF FEATURES DEPICTED IN THIS
DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY. SEE DRAVANGS C-101 THROUGH EC-102 FORLAYOUT, GRADING, AND EROSION CONTROL CONSTRUCTION REQUIREMENTS.
2. SEE DRAWING G-102 FOR TABLE OF SURVEY CONTROL POINTS SHOWN.
3. A TEMPOARARY HAUL ROAD WILL BE CONSTRUCTED FOR SURPLUS MATERIAL PLACEMENT INPERMANENT STOCKPILE. LOCATION SHOWN IS APPROXIMATE AND VALL BE DETERMINED IN F1ELD DURINGTITLE 11 CONSTRUCTION.
4. REFER TO DRAWING G-103 FOR EXISTING SITEAND UTIUTY PLAN.
5. EXISTING SOUTH ACCESS ROAD WILL BE CLOSEDTO INTEC TRAFFIC ANO ABANDONEDUPON COMPLETION OF SSSTF CONSTRUCTION.
N 690400
/ E 295050
N 689900
/ E 295050
PERMANENTSTOCKPILELOCATION
E 294550N 690400
LOCATION MAPNTS
E 294550N 689900
REVISION:
ORIGINAL SIGNED BY:
DATE OF ORIGINAL SIGNED:
SEAL NUMBER:
ORIGINAL STORED AT:
GS113
• GS112
0JAY G. DEHNER
20 JULY 20019721ENVIRONMENTALR E STORATIONRECORDS DEPT.
0 IAPPROVED FOR CONSTRUCTION
roSAUACN
roaunt
SITE MAPNTS
PAGE:
f:L.Liorc
17 JULY 2001
TO IDAHO FALLS
DRAWING INDEXSHEETN0.
A—EDWG NO.
REV DRAWING TITLE
1 OF 1 G-101 OF 11TLE SHEET, DRAWING INDEX, AND SITE LOCATION MAPS
1 OF 1 G-102 DF ABBREVIATIONS, LEGEND, ANO GENERAL NOTES
1 OF 1 G-103 DF EXISTING SITE AND U11UTY PLAN
1 OF 1 C-101 DF GENERAL SITE AND STOCKPILE PLAN
1 OF 1 C-102 OF CEU. 1 EXCAVATION PLAN
1 OF 1 C-103 OF EVAPORATION POND FLUNG PLAN
1 OF 2 C-104 OF GRADING SECTIONS AND DETAILS
2 C-105 DF GRADING SECTIONS AND DETAILS
1 OF 1 EC-101 DF EROSION CONTROL PLAN
1 OF 1 EC-102 DF EROSION CONTROL SECTIONS AND DETAILS
SUBCONTRACT NO.
SO1-588058 CH2MHILL MONTGOMERY WATSON
REQUESTER:INEEL CERCLA DISPOSAL FACILITY (ICDF)
Dam J DEHNERDRANR R MORGAN TITLE SHEET, DRAWING INDEX,PRO.ECT NO. AND SITE LOCATION MAPSSPEC CODE
FOR REVEM/APPROVAL SIGNATURESSEE DAR No. DAR
SZE CAC£ CODE X CODE Matti
°M- G-1 01MEA T1PE O. CRC 821 0100 02
EFFECTIIE DATE: SCALE: NONE CPP 1 OF 1
A
A
ilfr-01—REV 8 7 6 5 4 3 2 1 PAGE: 2
REVISIONS
D
B
A
A1538
+GS51
LEGEND
SURVEY CONTROL POINT
MONITORING WELL
EXISTING GROUND CONTOUR
—4920— FINISH GRADE CONTOUR
EXISTING OVERHEAD POWER
EXISTING FENCE
NEW FENCE
EXISTING BURIED SERVICE WASTE UNE
EXISTING ROAD
x—
X LAYOUT CONTROL POINT
EXISTING POWER POLE
EXISTING POLE MOUNTED SIGN
GRADE/SLOPE DIREMION
DRAINAGE DITCH
N 693,000 PROJECT COORDINATESE 295,000 SEE NOTE 1
V A11111111L'O‹cr-) ';- ';-:,
PREPAREO SUBGRADE
COMPACTED CLAY
GEOCOMPOSITE
GEOSYNTHETIC CLAY UNER
GRAVEL
OPERATIONS LAYER
ABBREVIATIONS
0 AT
APPROX APPROXIMATE
BLVD 8OULEVARD
CERCLA COMPREHENSIVE ENVIRONMENTAL RESPONSECOMPENSATION AND UABIUTY ACT
DBL
DWG
ELEV
EXIST
FT
HDPE
I.E.
ICDF
LCS
LDS
LCRS
LDRS
DOUBLE
DRAWING
ELEVATION
EXISTING
FOOT/FEET
HIGH DENSITY POLYETHYLENE
INVERT ELEVATION
INEEL CERCLA DISPOSAL FACIUTY
LEACHATE COLLECTION SYSTEM
LEACHATE DETECTION SYSTEM
LEACHATE COLLECTION RECOVERY SYSTEM
LEACHATE DETECTION RECOVERY SYSTEM
MANUFACTURER
MINIMUM
NUM8ER
NOT TO SCALE
ON CENTER
POINT OF CURVATURE
PT POINT OF TANGENCY
R RADIUS
REF REFERENCE
RD ROAD
S.F. SQUARE FOOT/FEET
SSW STAGING, STORAGE, SIZING,
TEMP TEMPORARY
THK THICK/THICKNESS
TYP TYPICAL
MFR
MIN
NO
NTS
O.C.
PC
GENERAL NOTES
1. PROJECT COORDINATES ARE BASED ON NAD27 IDAHO EASTZONE STATE PLANE, CORRECTED FOR ELEVATION AND GRID.VERTICAL DATUM IS NGVD29. TO CONVERT PROJECTCOORDINATES TO STATE PLANE (NAD27). DIVIDE PROJECTCOORDINATES BY 1.00024057.
2. SUBCONTRACTOR AND SUPPUER PRIMARY ACCESSTO SITE VIA UNCOLN BLVD AND SECONDARYHAUL ROAD CONNECTING TO INTEC WEST PERIMETER ROAD.
3. SUBCONTRACTOR PARKING AREA IS SHOWN ON DWG C-101.NO OVERNIGHT PARKING ALLOWED IN THIS AREA. EQUIPMENTPARKING AND SERVICING TO BE PERFORMED IN STAGINGAREA SHOWN ON DWG C-101.
AND TREATMENT FACIUTY
REVISION: 0
ORIGINAL SIGNED BY: JAY G. DEHNER
DATE OF ORIGINAL SIGNED: 20 JULY 2001
SEAL NUMBER: 9721
ORIGINAL STORED AT: ENVIRONMENTALRESTORATIONRECORDS DEPT.
ov_v I 1.11.46ilt 1.1 I LI, C.1.1•14.. WA,
O APPROVED FOR CONSTRUCTION 17 JULY 2001
SURVEY CONTROL TABLE WELL NO./
SURVEY CONTROL POINTPROJECTNORTHING
PROJECTEASTING
NGVD29ELEV DESCRIPTION
+ GS51 692,503.870 296,413.440 4918.74 USGS 51 WELL BRASS CAP
-4- G557 691.919.716 294,942.147 4922.50 USGS 57 WELL BRASS CAP
4- G5123 692,687.214 295,850.627 4919.22 USGS 123 WELL BRASS CAP
4- SP10 692,376.984 296,278.547 4917.89 SWPP 10 WELL BRASS CAP
+ SPW1 692,431.900 296,303.240 4917.84 PW1 WELL BRASS CAP
4- SPW6 692.863.690 295,222.085 4920.59 PW6 WELL BRASS CAP
• SNEA 692,976.235 294,598.713 4922.12 SNEAK REBAR W/YELLOW CAP
• 1522 692,460.216 295,031.327 4921.96 SPT-2 BRASS CAP
A 1526 692,917.904 294,853.695 4921.63 SPT-1 BRASS CAP
A 1530 692,888.161 295,389.972 4919.28 CHEMB-1 BRASS CAP
A 1534 692,433.242 295,318.933 4921.24 GSB-1 BRASS CAP
A 1538 692,127.506 295,277.940 4920.93 CHEMB-2 BRASS CAP
A 1542 691,235.020 294,947.685 4923.10 CHEMB-3 BRASS CAP
A 1546 691,774.790 295,190.788 4921.91 SPT-3 BRASS CAP
A 1550 691,441.621 295,281.496 4922.06 GSB-2 BRASS CAP
A 1554 691,209.551 295,369.285 4922.68 SPT-5 BRASS CAP
A 1558 691,455.055 294,816.564 4923.17 SPT-4 BRASS CAP
SECTION AND DETAIL DESIGNATION
POINT AT VA-IICH SECTIONOR DETAIL IS TAKEN
LETTER INDICATESDESIGNATION OFSECTION
INDICATES DRAWING WHERESECTION IS SHOWN
NUMBER INDICATESDESIGNATION OF DETAIL
INDICATES DRAWING WHEREDETAIL IS SHOWN,— INDICATES DETAILIS SHOWN ON SAMEDRAWING AS TAKEN, TYP.
POINT AT WHICH SECTIONOR DETAIL IS SHOWN
LETTER INDICATESDESIGNATION OFSECTION
NSCALE OT TO SECTION—\
NTS
INDICATES DRAWING WHERESECTION IS TAKEN
NUMBER INDICATESDESIGNATION OF DETAIL
SCALE DETAIL
INDICATES DRAWING WHEREDETAIL IS TAKEN
D
B
INEE
RUBCON1RACT NO.
S01 —588053
REQUESTER
C142MHILL e MONTGOMERY WATSON
DESIGN: J DEHNER
CRAM. R MORGAN
PRO.ECT NO.
SPEC COCE
FCR RENEW/APPROVAL MARASSEE DAR NO. DAR
INEEL CERCLA DISPOSAL FACILITY (ICDF)
ABBREVIATIONS, LEGENDAND GENERAL NOTES
SZE
DCAGE COOE ARRA SSE AMBER
IAEA821
TIRE9999
a.02
caw DM— G-102 'by
A
• 1 1EFFECTIVE DAIE SCALE NOIVE CPP S'EET 1 OF 1
MT-01-11Y 138 7 6 5 4 3 2
REMSIONS
1 PAGE:
D
N 692
I N 69
0o I
6
N 693,000
N 692,8
N 692,6
zJ
N 692, .111
1111
01C•4
w
CHAINGATE
OVERHEADPOWER UNE
oCO
w
1526 •
FALL OUT STUDIESS1V-1SEE N01E 2.
00 NOT ENTER SIGN,I,
5461 An
01 iC•1 Cs1 0 REVISION:
W 4.11 ORIGINAL SIGNEt !BY: JAY G. DEHNER
GN
132 KV OVERHEADPOWER UNE
DATE OF ORIGINAL SIGNED: 20 JULY 2001SEAL NUMBER: 9721ORIGINAL STORED AT: ENVIRONMENTAL
RESTORATIONRECORDS DEPT.
UMITS OF ENVIRONMENTALCONTROL AREA ICPP-22
. ECA CAP-22
MEC REST PRICER ROAD
BURIED SERVICEWASTE UNE
ulr....nrL
APPROVED FOR CONSTRUCTION 17 JULY 2001
RITEC FACILITY
ENVIRONMEN TALI CON TROL AREA!OPP-22
SUBOONTRACT 110.
S01-580058
NOTES:
1. CONTOURS AND UTTUTY LOCATIONS BASEDON THE SURVEY PERFORMED BY SUTHERUNAND GRADY ON MARCH 19, 2001. CONTOURINTERVAL IS 0.5 FT. SEE ENGINEERINGOESIGN FILE EDF-1853, PROJECT FILENO. 020996, OATED MARCH 22, 2001, FORSURVEY CONTROL DATA. DATUMS: PROJECTPLANE X-Y AND NGVD VERTICALPROJECT PLANE SCALE FACTOR: 1.00024057BASED ON CPP-72, NAO-27 STATE PLANE.
2. EXISTING SIGN TO BE REMOVEDBY BEAM PRIOR TO CONSTRUCTION.
3. EXISTING UTTUTY MARKER TO BE REMOVEDBY BBWI PRIOR TO CONSTRUCTION.
SCALE
80' 0 80' 160'
CONTOUR INTERVAL 2FT.
INEELLEC111-61. OWL- 11...14.1. Ltd
REQUESTER:
CH2MH I LL MONTGOMERY WATSON
GERM. J (HEFNER
CRANK R MORONI
PRO.ECT NO.
TEC COX
FCR REVEM/APPROVAL 904A1URESSCE OAR NO. OAR
INEEL CERCLA DISPOSAL FACILITY (ICDF)EXISI1NG SITE AND
UTILITY PLAN
Sff
DCAGE CCOE INUtO CODE RUINER
AREA1321
111160100 02
ORIG DK- G-103REY
EFFEC111E DA1E SCALE AS SHOWN CRP SHEET 1 OF 1
8914-1111-40/ 7 6 5 4 3 2 1 PAGE: 4
D
0 ! 0 5 0 !0 ] O 1 O !0 5 0 3 ! 05.1-! -4- , Id !CO i Em 5 Cto icsi I 04 01 1
Id i La i WI !.
:i 5 55 5 •. 5: .
•. 'N 693.000 ,•. . ..••• ..
I iN 692,8136.
i
N 692.600 i
N 692,
II! I
rw
t i SNEA
TEMFORARY ENDOr FENCE. SEE NOTE 7.
N 692789.7E 294551.4
,
•
1528
5
ffi
SSSTF LOCATION!SEE NOTE 6.
FILIER FEN
;
BERM ELEVATION 4929'
o
POTENTIAL CER STORAGEAREA (CSA). NOTE 9.
A
o 5 : /5
en : 5.....,•-t VT! / 1co. ! 1 MAN
r, NOT 5-AJEA .S.: ,,,... i
-A0) V 1_ _ 0 1 i I0, i
: T ;Ld i I 1-'+•••,-.551..-, \ „„,-/I'l I 1
1 I ,,,,,,,„4.2.0,-'- ! 1
„„,...5.5--"2,3 i--. ••4'..". .5.5o.'
TEMPORARY ENOOF FENCE. SEE NOTE 7.
4920
N 692,20
I •
•
-
B
IN 692,000
L
4920
..asn0
aoo
es.. eP
a
N.
// 1522
CELL
L-I zr
ele
1 .0 1534
ill
a
i
/ // / / i //
4 .0
/ F//
DRAINAGE DITCH,SEE DWG EC-101
•
••TEMPORARY STOCKPILE AR
L
1538 A
POTENTIAL TEST PlaD AREASEE NOTE 8.
STAGING ANSTORAGE rAREA
1
SUBCONTRACTORPARKING AREA
N 692814 4E 29566644
•
rr
0!1
0 Ct.41 5,g
1
\ I5,4155,5c PAOLily
\
DRNNAGE SWALE, utc1.1.70k- \E DWG EC-101
I •
"S5.7..ca, -11-829 14.8
1547FK-silrerarax RrA\! CS-123 ! ••
4920
N 692725. E 296292.5 \`:
/-;
/
8,1:11ED SERMer -745155.117I,. 104-1:
4930
EVAPCORATI'pN PONDS
-J
4922 4422
1.
t
19
)
N 69148
A
N 691902.5E 294646.5
N 911102.5E 94. 19.5
•
PRESERVE AND PR9 CTEXISTING NELL
s-ix-
20'1 I"
TYP
PERMANENT- STOCKPILE ACCESS GATE\--(40LaBL-LEAF)
\ 5
rTO PERMANENIT STOCKPILE,SEE DWG G-1oli FOR LOCATION
9.•
1546
••• ►•
•
••••-• 532 XV ciLlyiHEAr?
REVISION:
ORIGINAL SIGNED BY:
DATE OF ORIGINAL SIGNED:
SEAL NUMBER:
ORIGINAL STORED AT:
4920
rAME:ti „
PC5A,c:R 1.44.61 N 69i903.3
JAY G. DEFINER
20 JULY 2001
9721
ENVIRONMENTALRESTORATIONRECORDS DEPT.
E 29,292.
REVISIONS6 tltir
0 I APPROVED FOR CONSTRUCTION I 17 JULY 2001
NOTES:
1. GRADES SHOWN FOR CEU. 1 AND EVAPORATION PONDS ARETOP OF SUBGRADE. SEE C-102 AND C-103 FOR EXCAVATIONPLANS FOR THESE FACIUTIES.
2. TEMPORARY STOCKPILE AREA FOR STORAGE AND PROCESSINGOF EXCAVATION MATERIAL FOR OPERATIONS LAYER, LCRSDRAIN GRAVEL, AND GRAVEL SURFACING MATERIALS.
3. PERMANENT STOCKPILE AREA LOCATION IS WITHINAPPROXIMATE AOC BOUNDARY. SEE G-101 FOR COORDINATES.
4. EXCAVATED MATERIAL FROM CELL 1 NOT USED INCONSTRUCTION TO BE PLACED IN PERMANENTSTOCKPILE AREA.
5. SEE DRAWING G-102 FOR WELL AND SURVEYCONTROL POINT TABLE.
6. LOCATION OF SSSTF TO BE FINAUZED AND COORDINATEDW1111 ICDF, BASED ON LOCATION OF ICOF CELL AND FINALCOVER AS DEVELOPED IN THE DESIGN.
7. FENCE TO BE EXTENDED AROUND PERIMETER OF SSSTF, ONCESSSTF LOCATION 15 RNAUZED.
8. POTENTIAL CLAY UNER TEST PAD TO 8E FIELDLOCATED DURING CONSTRUCTION.
9. POTENTIAL CSA TO BE FIELD LOCATED DURING CONSTRUCTION.
SCALE
ao' 0 80' 180'
IN=
CONTOUR INTERVAL ?PT.
D
B
INEEL SUBCCANDIACT NO.
S01-588058
RECIUES1ER:
CFI2MHILL (10 MONTGOMERY WATSON
EIESEN: J MINER
DRAM: R MORGAN
PRO.ECT NO.
SPEC CM(
FOR FINEW/APPROVN. SIGNATURES
SEE DAR NO. DAR
INEEL CERCLA DISPOSAL FACIUTY (ICDF)
GENERAL SITE ANDSTOCKPILE PLAN
91E
DGAGE CON HEX CODE NUMEER
AREA
821
nst0100
a02
aft DK- C-1 01 Roy
A
•EFFEC110E DMZ: SCA1E5 AS STEEMN CPP 9AEET 1 OF 1
8=AM =V 3 3 7 6 5 4 3 2 PAGE: 5
N 692,800 I
N fi/921,600
3:1 SIDE SLOPE
P7IARSEI 6 ED:
-- NORTH PERIMETER;
15307
ACCE-SB ROAD EASTrf PERIMETER
ACCESSROAD
4900...
‘,..
N,... -I rips=1
1
FLOOR OF LDRS ,_An --.....
3:1
SUMP 4881'SEE LDRS SUMP
PLAN DETAIL
Alik
CRSU
ST OF LDRSP 4883'
WF
'V
IRoc4
,,..,.,„,-""
1:534
CELLII1
6
:::., oP0- ,,,---
./."12+1..
/i"
700 ,- 49 -cv
11---/-- i_ / _p-/ 1 320
00
CD
3:1 SIDE SLOPE
1 53S. A
[REVISION:.
ORIGINAL SIGNE BY:!DATE OF ORIGI LI SIGNED:I SEAL NUMBER: ti.,9ORIGINAL STORNI AT:
4920
PHILLIP E. CROUSE21 JULY 20019144ENVIRONMENTALRESTORATIONRECORDS DEPT.