The ground-water-flow model also was used to estimate rates of pumping required for drinkingshywater-supply wells at the Town of Westville and the Westville Correctional Facility to draw the contamshyinant plume toward the wells Pumping at the new well field for the Town of Westville also was simushylated The simulations indicated that a rate of about 300 galmin (more than 500 percent of the average pumpage) was required for the supply well at the Town of Westville to possibly begin drawing water from the plume The rate of pumping at the correcshytional facility would have to be approximately 1000 galmin (174 percent of the average pump-
age) A pumping rate of 1000 galmin also was required to draw water from beneath the refinery site toward the new well field
Pumping from wells at the leading edge of the contaminant plume was simulated with the groundshywater-flow model to determine a rate of pumping that would capture water from the plume horizonshytally and vertically For these simulations the plume was generated by placing particles in all model layers along the western edge of the refinery site The simulations indicated that three wells each pumping 25 galmin from model layer 3 would completely capture the contaminant plume
References
Arihood LD 1982 Ground-water resources of the White River Basin Hamilton and Tipton Counties Indiana US Geological Survey Water-Resources Investigations Report 82-48 69 p
ATEC Associates Inc 1985 Ground water study Cam-Or facility Westville Indiana ATEC Associshyates Inc Indianapolis Ind variously paginated
Bergeron MP 1981 Effect of irrigation pumping on the ground-water system in Newton and Jasper Counties Indiana US Geological Survey Water-Resources Investigations Report 81-38 73 p
Bleuer NK and Woodfield MC 1993 Glacial tershyrain sequences and aquifer sensitivity Porter County Indiana Indiana Geological Survey Open File Report 93-2 variously paginated
Bouwer Herman and Rice RC 1976 A slug test for determining hydraulic conductivity of unconfined aquifers with completely or partially penetrating wells Water Resources Research v 12 no 3 p 423ndash428
Bouwer Herman 1989 The Bouwer and Rice slug testmdashAn update Groundwater v 27 no 3 p 303ndash309
Dames and Moore Inc 1996 On-site source charactershyization and off-site groundwater investigationmdash Westville Indiana Dames and Moore Inc Indianapolis Ind variously paginated
Duwelius RF and Greeman TK 1989 Geohyshydrology simulation of ground-water flow and ground-water quality at two landfills Marion County Indiana US Geological Survey Water-Resources Investigations Report 89-4100 135 p
EMES Inc 1992 Monitoring well installation phase ImdashImperial Oil Company Next Door Food Store April 8 1992 Lansing Mich Environmental Management and Engineering Services variously paginated
Fenelon JM Bobay KE and others 1994 Hydroshylogic atlas of aquifers in Indiana US Geological Survey Water-Resources Investigations Report 92shy4142 197 p
Fetter CW 1995 Applied hydrogeology (3d ed) New York McMillian Publishing Co 691 p
Fraser GS and Bleuer NK 1991a Geologic frameshywork of the aquifers of the Valparaiso Moraine Indiana Department of Natural Resources Geologishycal Survey Occasional Paper 59 8 p
mdashmdashmdash1991b Geologic framework of the aquifers in the Kankakee River Lowland Indiana Department of Natural Resources Geological Survey Occasional Paper 60 10 p
Gray HH 1982 Map of Indiana showing topography of the bedrock surface Indiana Department of Natshyural Resources Geological Survey Miscellaneous Map 35 1500000
mdashmdashmdash1989 Quarternary geologic map of Indiana Indishyana Department of Natural Resources Geological Survey Miscellaneous Map 49 1500000
Harbaugh AW and McDonald MG 1996 Programshymerrsquos documentation for MODFLOW-96 an update to the US Geological Survey modular finite-difference ground-water flow model US Geological Survey Open-File Report 96-486 56 p
Hem JD 1985 Study and interpretation of the chemishycal characteristics of natural water (3d ed) US Geological Survey Water-Supply Paper 2254 263 p
Imbrigiotta TE and Martin Angel Jr 1981 Hydroshylogic and chemical evaluation of the ground-water resources of northwest Elkhart County Indiana US Geological Survey Water-Resources Investigashytions 81-53 140 p
Indiana Department of Natural Resources 1990 Water resource availability in the Kankakee River Basin Indiana Indiana Department of Natural Resources Division of Water Water Resources Assessment 90-3 247 p
Kartman AS 1999 Aerial photographic analysis Cam-Or site Westville Indiana US Environmenshytal Protection Agency Environmental Services Division TS-PIC-9905554S 59 p
Keys WS and MacCary LM 1971 Application of borehole geophysics to water-resources investishygations US Geological Survey Techniques of Water-Resources Investigations of the United States Geological Survey book 2 chap E1 124 p
Kilpatrick FA and Schneider VR 1983 Use of flumes in measuring discharge Techniques of Water-Resources Investigations of the United States Geological Survey book 3 chap A14 46 p
70 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
ReferencesmdashContinued
Lapham WW Wilde FD and Koterba MT 1997 Guidelines and standard procedures for studies of ground-water qualitymdashSelection and installation of wells and supporting documentation US Geologshyical Survey Water-Resources Investigations Report 96-4233 110 p
Mack TJ 1993 Detection of contaminant plumes by borehole geophysical logging Ground Water Monshyitoring and Remediation vol 13 no 1 p 107ndash114
Malott CA 1922 The physiography of Indiana in Logan NW and others Handbook of Indiana geology Indiana Department of Conservation Division of Geology Publication 21 p 112ndash124
McDonald MG and Harbaugh AW 1988 A modular three-dimensional finite-difference ground-water flow model US Geological Survey Techniques of Water-Resources Investigations book 6 chap A1 586 p
Midwestern Climate Center 2001 Historical climate summaries Indiana LaPorte and Valparaiso Accessed June 26 2001 at URL http mccswsuiuceduindexhtml
Moench AF 1993 Computation of type curves for flow to partially penetrating wells in water-table aquifers Ground Water vol 31 no 6 p 966ndash971
mdashmdashmdash1995 Combining the Neuman and Boulton modshyels for flow to a well in an unconfined aquifer Ground Water vol 33 no 3 p 378ndash384
Montgomery JH 1991 Groundwater chemicals field guide Wall NJ Lewis Publishers 320 p
Montgomery JH and Welkom 1990 Groundwater chemicals desk reference Volume 1 Wall NJ Lewis Publishers 1348 p
Morris DA and Johnson AI 1967 Summary of hydrologic and physical properties of rock and soil materials as analyzed by the hydrologic laboratory of the US Geological Survey 1948ndash60 US Geoshylogical Survey Water-Supply Paper 1839-D 39 p
Neuman SP 1972 Theory of flow in unconfined aquishyfers considering delayed response of the water table Water Resources Research vol 8 no 4 p 1031ndash1045
mdashmdashmdash1974 Effects of partial penetration on flow in unconfined aquifers considering delayed aquifer response Water Resources Research vol 10 no 2 p 303ndash312
Orzol LL 1997 Userrsquos guide for MODTOOLSmdash Computer programs for translating data of MODshyFLOW and MODPATH into geographic informashytion system files US Geological Survey Open-File Report 97-240 86 p
Peerless-Midwest Inc 1996 Test well 95A test drilling results pumping test analysis permanent well recshyommendations water plant sitemdashCity of Westville Indiana February 8 1996
Pollock DW 1989 Documentation of computer proshygrams to compute and display pathlines using results from the US Geological Survey modular three-dimensional finite-difference ground-water flow model US Geological Survey Open-File Report 89-381 188 p
mdashmdashmdash1994 Userrsquos guide for MODPATHMODPATHshyPLOT Version 3mdashA particle tracking postshyprocessing package for MODFLOW the US Geoshylogical Survey finite-difference ground-water flow model US Geological Survey Open-File Report 94-464 variously paginated
Rantz SE and others 1982 Measurement and compushytation of streamflowmdashVolume 1 Measurement of stage and discharge US Geological Survey Water-Supply Paper 2175 284 p
Roenrich T not dated AquiferTestcopy Waterloo Ontario Canada Waterloo Hydrologic Inc version 253
Rovy II CW and Cherkauer DS 1995 Scale depenshydency of hydraulic conductivity measurements Ground Water vol 33 no 5 p 769ndash780
Shaver RH Ault CH Burger AM Carr DD Droste DL Eggert DL Gray HH Harper D Hasenmueller NR Hasenmueller WA Horowshyitz AS Hutchison HC Keith BD Keller SJ Patton JB Rexroad CB and Wier CE 1986 Compendium of Paleozoic rock-unit stratigraphy in IndianamdashA revision Indiana Department of Natushyral Resources Geological Survey Bulletin 59 203 p
Sepulveda Nicasio 1992 Computer algorithm for the analysis of underdamped and overdamped water-level responses in slug tests US Geological Survey Water-Resources Investigations Report 91shy4162 20 p
US Department of Agriculture 1982 Soil survey of LaPorte County Indiana US Department of Agrishyculture Soil Conservation Service 162 p
References 71
ReferencesmdashContinued
US Environmental Protection Agency 1989 Preshyparing perfect project plansmdashA pocket guide for the preparation of quality assurance project plans US Environmental Protection Agency EPA600 9-89087 62 p
mdashmdashmdash1992 Standard operating safety guides US Environmental Protection Agency Publication 92851-03 PB92-963414 182 p
mdashmdashmdash1993a Use of airborne surface and borehole geophysical techniques at contaminated sites US Environmental Protection Agency EPA625 R-92007 variously paginated
mdashmdashmdash1993b Subsurface characterization and monitorshying techniquesmdashA desk reference guide vol I Solids and ground water Appendices A and B US Environmental Protection Agency EPA625 R-93003a variously paginated
mdashmdashmdash1993c Subsurface characterization and monitorshying techniquesmdashA desk reference guide Vol II The vadose zone and field screening Appendices C
and D US Environmental Protection Agency EPA625R-93003b variously paginated
mdashmdashmdash1999 Field Investigation Report for Cam-Or Westville Indiana US Environmental Protection Agency Region 5 Chicago variously paginated
mdashmdashmdash2001 Current Drinking Water Standards Accessed June 13 2001 at URL http wwwepagovsafewatermclhtml
US Geological Survey 1969 Topographic map of Westville Ind US Geological Survey 75-Minute Series Topographic Maps scale 124000
van der Kamp Garth 1976 Determining aquifer transshymissivity by means of well response testsmdashThe underdamped case Water Resources Research vol 12 no 1 p 71ndash77
Wilde FD Radtke DB Gibs Jacob and Iwatsubo RT eds 1998 National field manual for the collection of water-quality data US Geological Survey Techniques of Water-Resources Investishygations Book 9 Handbooks for water-resources investigations variously paginated
72 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Appendix A Supplemental Data Tables
74 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e A
1 S
elec
ted
char
acte
ristic
s of
mon
itorin
g w
ells
and
wel
l poi
nts
used
to m
onito
r gro
und-
wat
er fl
ow a
nd q
ualit
y ne
ar W
estv
ille
Indi
ana
[USG
S U
S G
eolo
gica
l Sur
vey
ID
ide
ntif
icat
ion
--
no
data
u
nkno
wn]
Land
-M
easu
ring
shysu
rfac
epo
int
Scre
ened
altit
ude
altit
ude
Insi
dein
terv
al(fe
et(fe
etdi
amet
er o
f(fe
etab
ove
abov
ew
ell c
asin
gbe
low
Dat
eLa
titud
eU
SGS
site
sea
sea
and
scre
enla
ndW
ell n
ame
inst
alle
d lo
ngitu
de
ID n
umbe
r le
vel)
leve
l) (in
ches
) su
rfac
e)
B-1
03
08
85
4132
458
6535
3 41
3245
0865
3530
1 80
63
808
51
2 26
- 4
2
B-2
03
11
85
4132
488
6535
9 41
3248
0865
3590
1 79
50
796
18
2 13
- 2
3
B-4
03
12
85
4132
518
6540
6 41
3251
0865
4050
1 79
67
797
50a
2 17
- 2
7
EP-
1 19
87
4132
548
6540
5 41
3254
0865
4050
1 79
82
800
13
2 18
- 2
8
EP-
2 19
87
4132
518
6535
9 41
3251
0865
3590
1 79
67
798
12
2 24
- 3
2b
EP-
3 19
87
4132
518
6535
4 41
3251
0865
3540
1 80
20
802
35
2 31
- 3
9b
EP-
4 19
87
4132
378
6535
6 41
3237
0865
3560
1 80
57
807
30
2 27
- 3
7b
LP-
1 19
86
4133
018
6533
7 41
3301
0865
3370
1 81
57
816
99
2 33
- 4
3
LP-
2 19
86
4132
388
6545
0 41
3238
0865
4500
1 78
56
786
98
2 14
- 2
4
LP-
3 19
86
4132
338
6542
1 41
3233
0865
4210
1 78
32
784
12
2 9
- 19
MW
-1S
1993
41
3242
865
402
4132
4208
6540
201
790
2 79
231
2
15 -
25
MW
-1D
19
93
4132
428
6540
2 41
3242
0865
4020
2 79
02
792
53
2 75
- 8
0
MW
-2S
1993
41
3245
865
407
4132
4508
6540
701
788
5 79
091
2
15 -
25
MW
-2D
19
93
4132
458
6540
7 41
3245
0865
4070
2 78
88
790
94
2 75
- 8
0
MW
-2M
D
042
197
41
3245
865
406
4132
4508
6540
601
791
4 79
426
2
125
- 13
0
MW
-2X
D
041
997
41
3245
865
406
4132
4508
6540
602
790
9 79
279
2
177
- 18
2
MW
-3S
1993
41
3248
865
406
4132
4808
6540
601
795
2 79
754
2
15 -
25
MW
-3D
19
93
4132
488
6540
6 41
3248
0865
4060
2 79
54
797
76
2 75
- 8
0
Tabl
e A
1 S
elec
ted
char
acte
ristic
s of
mon
itorin
g w
ells
and
wel
l poi
nts
used
to m
onito
r gro
und-
wat
er fl
ow a
nd q
ualit
y ne
ar W
estv
ille
Indi
anamdash
Cont
inue
d
Land
-M
easu
ring
shysu
rfac
epo
int
Scre
ened
altit
ude
altit
ude
Insi
dein
terv
al(fe
et(fe
etdi
amet
er o
f(fe
etab
ove
abov
ew
ell c
asin
gbe
low
Dat
eLa
titud
eU
SGS
site
sea
sea
and
scre
enla
ndW
ell n
ame
inst
alle
d lo
ngitu
de
ID n
umbe
r le
vel)
leve
l) (in
ches
) su
rfac
e)
MW
-4S
01-
-96
41
3235
865
428
4132
3508
6542
801
775
7 77
821
2
5 -
15
MW
-4D
01
--
96
4132
358
6542
8 41
3235
0865
4280
2 77
58
778
30
2 75
- 80
MW
-4X
D
122
195
41
3235
865
428
4132
3508
6542
803
775
7 77
824
2
145
- 15
0
MW
-5S
12-
-95
41
3238
865
406
4132
3808
6540
601
786
4 78
916
2
10 -
20
MW
-5D
12
--
95
4132
388
6540
6 41
3238
0865
4060
2 78
64
789
16
2 75
- 8
0
MW
-5X
D
121
595
41
3238
865
406
4132
3808
6540
603
786
0 78
842
a 2
145
- 15
0
MW
-6S
01-
-96
41
3242
865
407
4132
4208
6540
701
789
9 79
211
2
-shy
MW
-6D
01
09
96
4132
428
6540
7 41
3242
0865
4070
2 78
98
792
19
2 75
- 8
0
MW
-7S
031
497
41
3253
865
346
4132
5308
6534
601
809
2 81
220
2
26 -
36
MW
-7D
03
22
97
4132
538
6534
6 41
3253
0865
3460
2 80
93
811
70
2 75
- 8
0
MW
-7X
D
032
697
41
3253
865
346
4132
5308
6534
603
809
2 81
091
2
205
5 -
210
5
MW
-8S
042
197
41
3230
865
434
4132
3008
6543
401
775
4 77
850
2
3 -
13
MW
-8D
03
12
97
4132
308
6543
4 41
3230
0865
4340
2 77
55
778
67
2 59
5 -
64
5
MW
-9S
042
197
41
3221
865
434
4132
2108
6543
401
774
2 77
780
2
3 -
13
MW
-9X
D
042
297
41
3221
865
434
4132
2108
6543
402
774
0 77
540
2
143
- 14
8
MW
-10S
04
24
97
4132
228
6544
0 41
3222
0865
4400
1 77
32
776
50
2 1
5 -
115
MW
-10X
D
050
797
41
3222
865
440
4132
2208
6544
002
773
2 77
467
2
148
5 -
153
5
MW
-11S
05
08
97
4132
358
6545
6 41
3235
0865
4560
1 78
56
788
16
2 10
5 -
20
5
Appendix A Supplemental Data 75
76 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e A
1 S
elec
ted
char
acte
ristic
s of
mon
itorin
g w
ells
and
wel
l poi
nts
used
to m
onito
r gro
und-
wat
er fl
ow a
nd q
ualit
y ne
ar W
estv
ille
Indi
anamdash
Cont
inue
d
Land
-M
easu
ring
shysu
rfac
epo
int
Scre
ened
altit
ude
altit
ude
Insi
dein
terv
al(fe
et(fe
etdi
amet
er o
f(fe
etab
ove
abov
ew
ell c
asin
gbe
low
Dat
eLa
titud
eU
SGS
site
sea
sea
and
scre
enla
ndW
ell n
ame
inst
alle
d lo
ngitu
de
ID n
umbe
r le
vel)
leve
l) (in
ches
) su
rfac
e)
MW
-11D
05
09
97
4132
358
6545
6 41
3235
0865
4560
2 78
56
787
77
2 70
5 -
75
5
MW
-11X
D
050
897
41
3235
865
456
4132
3508
6545
603
785
5 78
700
2
168
5 -
173
5
MW
-12
090
997
41
3235
865
502
4132
3508
6550
201
786
0 78
765
2
10 -
20
MW
-13S
09
26
97
4132
398
6544
1 41
3239
0865
4410
1 79
31
794
40
2 19
- 2
9
MW
-13D
09
23
97
4132
398
6544
1 41
3239
0865
4410
2 79
35
796
50
2 75
- 8
0
MW
-13X
D
092
497
41
3239
865
441
4132
3908
6544
103
793
4 79
450
2
176
- 18
1
MW
-14S
09
26
97
4132
398
6543
1 41
3239
0865
4310
1 77
53
777
91
2 2
5 -
125
MW
-14D
09
26
97
4132
398
6543
1 41
3239
0865
4310
2 77
52
778
29
2 75
- 8
0
MW
-14X
D
092
597
41
3239
865
431
4132
3908
6543
103
775
1 77
728
2
156
- 16
1
MW
-15S
11
10
97
4132
278
6543
6 41
3227
0865
4360
1 77
32
775
68
2 3
5 -
135
MW
-15M
D
111
497
41
3227
865
436
4132
2708
6543
602
773
3 77
562
2
95 -
100
MW
-15X
D
111
197
41
3227
865
436
4132
2708
6543
603
773
2 77
547
2
151
- 15
6
MW
-16S
11
10
97
4132
208
6545
1 41
3220
0865
4510
1 77
28
775
38
2 3
5 -
135
MW
-16D
11
19
97
4132
208
6545
1 41
3220
0865
4510
2 77
25
774
97
2 57
5 -
62
5
MW
-16X
D
111
297
41
3220
865
451
4132
2008
6545
103
772
6 77
479
2
150
- 15
5
MW
-17M
D
111
897
41
3225
865
446
4132
2508
6544
601
777
8 78
000
2
115
- 12
0
MW
-17X
D
111
397
41
3225
865
446
4132
2508
6544
602
777
9 78
013
2
173
- 17
8
MW
-18S
11
16
97
4132
318
6541
9 41
3231
0865
4190
1 78
06
782
67
2 6
- 16
Tabl
e A
1 S
elec
ted
char
acte
ristic
s of
mon
itorin
g w
ells
and
wel
l poi
nts
used
to m
onito
r gro
und-
wat
er fl
ow a
nd q
ualit
y ne
ar W
estv
ille
Indi
anamdash
Cont
inue
d
Land
-M
easu
ring
shysu
rfac
epo
int
Scre
ened
altit
ude
altit
ude
Insi
dein
terv
al(fe
et(fe
etdi
amet
er o
f(fe
etab
ove
abov
ew
ell c
asin
gbe
low
Dat
eLa
titud
eU
SGS
site
sea
sea
and
scre
enla
ndW
ell n
ame
inst
alle
d lo
ngitu
de
ID n
umbe
r le
vel)
leve
l) (in
ches
) su
rfac
e)
MW
-18X
D
111
797
41
3231
865
419
4132
3108
6541
902
780
8 78
288
2
145
- 15
0
ND
F-M
W1
012
492
41
3224
865
447
4132
2408
6544
701
777
4 77
954
2
7 -
12
ND
F-M
W2
012
492
41
3225
865
446
4132
2508
6544
603
777
7 77
981
2
7 -
12
OSW
--
----
791
1 79
422
6
-
130
PZ-1
S 03
27
97
4132
538
6531
4 41
3253
0865
3140
1 81
41
815
12
2 29
- 3
9
PZ-1
MD
04
02
97
4132
538
6531
4 41
3253
0865
3140
2 81
41
817
07
2 14
5 -
150
PZ-1
XD
04
03
97
4132
538
6531
4 41
3253
0865
3140
3 81
42
816
80
2 18
0 -
185
PZ-2
S 04
05
97
4132
528
6531
6 41
3252
0865
3160
1 81
39
816
66
2 30
- 4
0
PZ-2
MD
04
07
97
4132
528
6531
6 41
3252
0865
3160
2 81
38
816
25
2 14
5 -
150
PZ-2
XD
04
04
97
4132
528
6531
6 41
3252
0865
3160
3 81
43
816
79
2 18
0 -
185
PZ-3
S 04
09
97
4132
508
6531
6 41
3250
0865
3160
1 81
36
816
05
2 30
- 4
0
PZ-3
MD
04
09
97
4132
508
6531
6 41
3250
0865
3160
2 81
35
816
06
2 14
5 -
150
PZ-3
XD
04
08
97
4132
508
6531
6 41
3250
0865
3160
3 81
36
816
05
2 18
0 -
185
TW
-95A
12
19
95
4132
518
6531
7 41
3251
0865
3170
1 81
33
815
84
54c
175
- 18
5
WP-
1 04
08
97
4132
528
6542
6 --
771
9 77
505
2
21
- 3
1
WP-
P 08
26
97
770
6 77
244
2
6- 5
6
4132
398
6543
2d --
2
WP-
2 03
25
97
769
5 77
297
1
7 -
27
4132
328
6543
3d --
2
WP-
2 ne
w
082
697
76
94
771
55
4132
328
6543
3d --
2
Appendix A Supplemental Data 77
-shy
78 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e A
1 S
elec
ted
char
acte
ristic
s of
mon
itorin
g w
ells
and
wel
l poi
nts
used
to m
onito
r gro
und-
wat
er fl
ow a
nd q
ualit
y ne
ar W
estv
ille
Indi
anamdash
Cont
inue
d
Land
-M
easu
ring
shysu
rfac
epo
int
Scre
ened
altit
ude
altit
ude
Insi
dein
terv
al(fe
et(fe
etdi
amet
er o
f(fe
etab
ove
abov
ew
ell c
asin
gbe
low
Dat
eLa
titud
eU
SGS
site
sea
sea
and
scre
enla
ndW
ell n
ame
inst
alle
d lo
ngitu
de
ID n
umbe
r le
vel)
leve
l) (in
ches
) su
rfac
e)
WP-
3 04
14
97
4132
288
6543
4 --
768
7 77
144
2
25
- 3
5
WP-
3 ne
w
082
697
41
3228
865
434
--76
87
770
26
2 -shy
WP-
4 06
06
97
4132
208
6543
4 --
767
0 77
064
2
17
- 2
7
WP-
5 03
25
97
----
766
3 76
984
2
18
- 2
8
WP-
6 03
25
97
764
5 76
771
2
21
- 3
1 41
3159
865
448d
--
WP-
7 03
25
97
763
6 76
679
2
20
- 3
0 41
3159
865
500d
--
WP-
8 06
06
97
778
6 78
267
2
12
- 2
2 41
3235
865
509d
--
a Wel
l rep
aire
d c
hang
e m
ade
to m
easu
ring
-poi
nt a
ltitu
de
b Scre
en le
ngth
det
erm
ined
by
use
of b
oreh
ole
cam
era
c Lat
itude
long
itude
det
erm
ined
fro
m 7
5-m
inut
e to
pogr
aphi
c m
ap
d Wel
l has
5-i
nch-
diam
eter
cas
ing
and
4-in
ch-d
iam
eter
scr
een
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0
[nm
not
mea
sure
d -
- n
o da
ta O
S o
utsi
de o
f ca
sing
(su
rfac
e-w
ater
leve
l) I
S i
nsid
e of
cas
ing
(gro
und-
wat
er le
vel)
]
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
cepo
int a
ltitu
dew
ater
060
297
wat
er07
22
97w
ater
082
797
wat
er10
21
97w
ater
121
697
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
Wel
l nam
e se
a le
vel)
060
297
se
a le
vel)
072
297
se
a le
vel)
082
797
se
a le
vel)
102
197
se
a le
vel)
121
697
se
a le
vel)
B-1
80
851
30
41
778
10
303
5 77
816
30
14
778
37
309
2 77
759
31
37
777
14
B-2
79
618
18
74
777
44
186
9 77
749
18
59
777
59
nm
--nm
-shy
B-4
79
750
20
48
777
02
204
5 77
705
20
40
777
10
211
4 77
636
21
55
775
95
EP-
1 80
013
22
92
777
21
228
8 77
725
22
84
777
29
235
4 77
659
23
98
776
15
EP-
2 79
812
20
41
777
71
203
6 77
776
20
26
777
86
209
6 77
716
21
40
776
72
EP-
3 80
235
nm
--
nm
--23
85
778
50
245
1 77
784
24
99
777
36
EP-
4 80
730
30
03
777
27
300
0 77
730
29
82
777
48
306
5 77
665
31
09
776
21
LP-
1 81
699
36
25
780
74
362
6 78
073
36
15
780
84
356
0 78
139
37
09
779
90
LP-
2 78
698
15
42
771
56
153
3 77
165
15
63
771
35
164
0 77
058
16
66
770
32
LP-
3 78
412
10
34
773
78
101
8 77
394
10
76
773
36
114
6 77
266
11
62
772
50
MW
-1S
792
31
154
7 77
684
15
39
776
92
153
9 77
692
16
23
776
08
166
1 77
570
MW
-1D
79
253
15
65
776
88
155
8 77
695
15
57
776
96
164
0 77
613
16
77
775
76
MW
-2S
790
91
144
2 77
649
14
32
776
59
144
1 77
650
15
21
775
70
155
4 77
537
MW
-2D
79
094
14
39
776
55
143
0 77
664
14
38
776
56
152
0 77
554
15
55
775
39
MW
-2M
D
794
26
176
7 77
659
17
55
776
71
176
4 77
662
18
44
775
82
187
9 77
547
MW
-2X
D
792
79
165
4 77
625
16
43
776
36
165
1 77
628
17
33
775
46
177
8 77
501
MW
-3S
797
54
208
5 77
669
20
78
776
76
208
0 77
674
21
57
775
97
219
3 77
561
MW
-3D
79
776
20
98
776
78
208
9 77
687
20
92
776
84
216
8 77
608
22
05
775
71
Appendix A Supplemental Data 79
80 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
cepo
int a
ltitu
dew
ater
060
297
wat
er07
22
97w
ater
082
797
wat
er10
21
97w
ater
121
697
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
Wel
l nam
e se
a le
vel)
060
297
se
a le
vel)
072
297
se
a le
vel)
082
797
se
a le
vel)
102
197
se
a le
vel)
121
697
se
a le
vel)
MW
-4S
778
21
509
77
312
4
83
773
38
559
77
262
6
18
772
03
628
77
193
MW
-4D
77
830
5
26
773
04
502
77
328
5
74
772
56
632
77
198
6
43
771
87
MW
-4X
D
778
24
552
77
272
5
30
772
94
598
77
226
6
55
771
69
673
77
151
MW
-5S
789
16
127
2 77
644
12
66
776
50
128
4 77
632
13
99
775
17
142
4 77
492
MW
-5D
78
916
13
13
776
03
130
2 77
614
13
18
775
98
140
2 77
514
14
34
774
82
MW
-5X
D
788
42
124
7 77
595
12
33
776
09
124
7 77
595
13
32
775
10
136
3 77
479
MW
-6S
792
11
167
3a 77
538
16
67b
775
44
172
0c 77
491
17
85d
774
26
175
5e 77
456
MW
-6D
79
219
15
87
776
32
157
8 77
641
15
90
776
29
167
4 77
545
17
07
775
12
MW
-7S
812
20
327
8 77
942
32
71
779
49
325
9 77
961
33
17
779
03
336
8 77
852
MW
-7D
81
170
32
29
779
41
322
2 77
948
32
09
779
61
326
7 77
903
33
18
778
52
MW
-7X
D
810
91
315
1 77
940
31
42
779
49
313
1 77
960
31
89
779
02
323
9 77
852
MW
-8S
778
50
698
77
152
6
71
771
79
750
77
100
7
99
770
51
805
77
045
MW
-8D
77
867
7
16
771
51
690
77
177
7
67
771
00
817
77
050
8
23
770
44
MW
-9S
777
80
801
76
979
7
90
769
90
847
76
933
8
78
769
02
880
76
900
MW
-9X
D
775
40
512
77
028
5
01
770
39
570
76
970
6
11
769
29
613
76
927
MW
-10S
77
650
6
15
770
35
610
77
040
6
95
769
55
749
76
901
7
52
768
98
MW
-10X
D
774
67
433
77
034
4
32
770
35
513
76
954
5
66
769
01
572
76
895
MW
-11S
78
816
17
23
770
93
174
7 77
069
17
48
770
68
183
0 76
986
18
55
769
61
MW
-11D
78
777
16
84
770
93
170
4 77
069
17
08
770
69
178
9 76
988
18
14
769
63
MW
-11X
D
787
00
161
1 77
089
16
26
770
74
163
1 77
069
17
12
769
88
173
7 76
963
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
cepo
int a
ltitu
dew
ater
060
297
wat
er07
22
97w
ater
082
797
wat
er10
21
97w
ater
121
697
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
Wel
l nam
e se
a le
vel)
060
297
se
a le
vel)
072
297
se
a le
vel)
082
797
se
a le
vel)
102
197
se
a le
vel)
121
697
se
a le
vel)
MW
-12
787
65
nm
--nm
--
nm
--18
11
769
54
183
8 76
927
MW
-13S
79
449
nm
--
nm
--nm
--
231
2 77
137
23
32
771
17
MW
-13D
79
650
nm
--
nm
--nm
--
252
3 77
127
25
43
771
07
MW
-13X
D
794
50
nm
--nm
--
nm
--23
29
771
21
236
1 77
089
MW
-14S
77
791
nm
--
nm
--nm
--
592
77
199
6
03
771
88
MW
-14D
77
829
nm
--
nm
--nm
--
626
77
203
6
39
771
90
MW
-14X
D
777
28
nm
--nm
--
nm
--5
97
771
31
612
77
116
MW
-15S
77
568
nm
--
nm
--nm
--
nm
--5
85
769
83
MW
-15M
D
775
62
nm
--nm
--
nm
--nm
--
589
76
973
MW
-15X
D
775
47
nm
--nm
--
nm
--nm
--
595
76
952
MW
-16S
77
538
nm
--
nm
--nm
--
nm
--7
32
768
06
MW
-16D
77
497
nm
--
nm
--nm
--
nm
--6
89
768
08
MW
-16X
D
774
79
nm
--nm
--
nm
--nm
--
673
76
806
MW
-17M
D
780
00
nm
--nm
--
nm
--nm
--
109
2 76
908
MW
-17X
D
780
13
nm
--nm
--
nm
--nm
--
110
5 76
908
MW
-18S
78
267
nm
--
nm
--nm
--
nm
--10
10
772
57
MW
-18X
D
782
88
nm
--nm
--
nm
--nm
--
102
9 77
259
ND
F-M
W-1
77
954
nm
--
nm
--nm
--
nm
--nm
-shy
ND
F-M
W-2
77
981
nm
--
nm
--nm
--
nm
--10
57
768
97
OSW
79
422
nm
--nm
--
nm
--nm
--
nm
-shy
Appendix A Supplemental Data 81
82 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
cepo
int a
ltitu
dew
ater
060
297
wat
er07
22
97w
ater
082
797
wat
er10
21
97w
ater
121
697
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
Wel
l nam
e se
a le
vel)
060
297
se
a le
vel)
072
297
se
a le
vel)
082
797
se
a le
vel)
102
197
se
a le
vel)
121
697
se
a le
vel)
PZ-1
S 81
512
32
45
782
67
326
1f 78
251
f 32
45
782
67
327
2 78
240
33
19
781
93
PZ-1
MD
81
707
34
39
782
68
345
5f 78
252
f 34
40
782
67
346
7 78
240
35
15
781
92
PZ-1
XD
81
680
32
45
784
35
342
9f 78
251
f 34
15
782
65
344
2 78
238
34
90
781
90
PZ-2
S 81
666
nm
--
343
1f 78
235
f 34
16
782
50
344
3 78
223
34
91
781
75
PZ-2
MD
81
625
nm
--
339
1f 78
234
f 33
75
782
50
340
5 78
220
34
52
781
73
PZ-2
XD
81
653
nm
--
342
0f 78
233
f 34
03
782
50
343
2 78
221
34
80
781
73
PZ-3
S 81
605
nm
--
338
3f 78
222
f 33
67
782
38
339
4 78
211
34
44
781
61
PZ-3
MD
81
606
nm
--
338
4f 78
222
f 33
67
782
39
336
1 78
245
34
45
781
61
PZ-3
XD
81
605
nm
--
338
0f 78
225
f 33
63
782
42
339
1 78
214
34
41
781
64
TW
-95A
81
567
33
34
782
33
334
8f 78
219
f 33
33
782
34
336
1 78
206
34
12
781
55
WP-
1 O
S
775
05
269
77
236
2
58f
772
47f
273
g 77
232
g 2
69
772
36
272
77
233
WP-
1 I
S 77
505
1
95
773
10
176
f 77
329
f 2
03g
773
02g
200
77
305
1
97
773
08
WP-
P O
S
772
44
nm
--nm
--
87g
771
57g
96
771
48
82
771
62
WP-
P I
S 77
244
nm
--
nm
--0
7g 77
237
g 4
5 77
199
5
5 77
189
WP-
2 O
S
772
97
102
77
195
2
38
770
59
244
g 77
053
g 2
48
770
49
242
77
055
WP-
2 I
S 77
297
1
4 77
283
1
53
771
44
187
g 77
110
g 2
11
770
86
212
77
085
WP-
2N O
S
771
55
nm
--nm
--
nm
--nm
--
99
770
56
WP-
2N I
S
771
55
nm
--nm
--
nm
--nm
--
63
770
92
WP-
3 O
S
771
44
nm
--nm
--
234
76
910
nm
--
233
76
911
WP-
3 I
S 77
144
nm
--
nm
--1
48
769
96
nm
--1
64
769
80
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
cepo
int a
ltitu
dew
ater
060
297
wat
er07
22
97w
ater
082
797
wat
er10
21
97w
ater
121
697
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
Wel
l nam
e se
a le
vel)
060
297
se
a le
vel)
072
297
se
a le
vel)
082
797
se
a le
vel)
102
197
se
a le
vel)
121
697
se
a le
vel)
WP-
3N O
S
770
26
nm
--nm
--
nm
--nm
--
115
76
911
WP-
3N I
S
770
26
nm
--nm
--
nm
--nm
--
48
769
78
WP-
4 O
S
770
64
304
h 76
760
h 2
89f
767
75f
238
g 76
826
g 3
19
767
45
318
76
746
WP-
4 I
S 77
064
2
20h
768
44h
191
f 76
873
f 1
50g
769
14g
235
76
829
2
35
768
29
WP-
5 O
S
769
84
nm
--nm
--
nm
--nm
--
nm
-shy
WP-
5 I
S 76
984
nm
--
nm
--nm
--
nm
--nm
-shy
WP-
6 O
S
767
71
nm
--2
14f
765
57f
nm
--nm
--
268
76
503
WP-
6 I
S 76
771
nm
--
151
f 76
620
f nm
--
nm
--2
25
765
46
WP-
7 O
S
766
79
nm
--nm
--
nm
--nm
--
nm
-shy
WP-
7 I
S 76
679
nm
--
nm
--nm
--
nm
--nm
-shy
WP-
8 O
S
782
67
211
h 78
056
h 2
23
780
44
nm
--3
60i
779
07i
dry
-shy
WP-
8 I
S 78
267
nm
--
229
78
038
nm
--
366
i 77
901
i 4
04
778
63
Appendix A Supplemental Data 83
84 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
cepo
int a
ltitu
dew
ater
012
898
wat
er03
19
98w
ater
052
198
wat
er07
08
98w
ater
050
699
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
Wel
l nam
e se
a le
vel)
012
898
se
a le
vel)
031
998
se
a le
vel)
052
198
se
a le
vel)
070
898
se
a le
vel)
050
699
se
a le
vel)
B-1
80
851
31
12
777
39
309
8 77
753
29
74
778
77
296
5 77
886
31
34
777
17
B-2
79
618
nm
--nm
--
nm
--nm
--
nm
-shy
B-4
79
750
21
07
776
43
207
5 77
675
19
82
777
68
197
7 77
773
21
00
776
50
EP-
1 80
013
23
50
776
63
233
0 77
683
22
22
777
91
221
9 77
794
23
82
776
31
EP-
2 79
812
21
03
777
09
208
6 77
726
19
70
778
42
196
5 77
847
21
45
776
67
EP-
3 80
235
24
74
777
61
246
4 77
771
23
35
779
00
232
5 77
910
25
30
777
05
EP-
4 80
730
30
74
776
56
304
9 77
681
29
40
777
90
293
0 77
800
31
03
776
27
LP-
1 81
699
37
26
779
73
373
6 77
963
35
88
781
11
354
4 78
155
38
24
778
75
LP-
2 78
698
15
85
771
13
149
8 77
200
14
79
772
19
150
4 77
194
15
70
771
28
LP-
3 78
412
11
16
772
96
945
77
467
10
42
773
70
100
0 77
412
11
06
773
06
MW
-1S
792
31
161
5 77
616
15
64
776
67
149
6 77
735
14
79
777
52
176
9j 77
462
MW
-1D
79
253
16
30
776
23
158
0 77
673
15
12
777
41
149
8 77
755
16
58
775
95
MW
-2S
790
91
150
0 77
591
14
39
776
52
138
7 77
704
13
73
777
18
151
8 77
573
MW
-2D
79
094
15
01
775
93
144
1 77
653
13
87
777
07
137
3 77
721
15
21
775
73
MW
-2M
D
794
26
202
7 77
599
17
66
776
60
171
3 77
713
16
97
777
29
184
8 77
578
MW
-2X
D
792
79
172
5 77
554
16
63
776
16
161
0 77
669
15
94
776
85
174
8 77
531
MW
-3S
797
54
213
9 77
615
20
99
776
55
202
3 77
731
20
15
777
39
216
2 77
692
MW
-3D
79
776
21
52
776
24
211
0 77
666
20
35
777
41
202
7 77
749
21
74
776
02
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
cepo
int a
ltitu
dew
ater
012
898
wat
er03
19
98w
ater
052
198
wat
er07
08
98w
ater
050
699
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
Wel
l nam
e se
a le
vel)
012
898
se
a le
vel)
031
998
se
a le
vel)
052
198
se
a le
vel)
070
898
se
a le
vel)
050
699
se
a le
vel)
MW
-4S
778
21
583
77
238
4
38
773
83
529
77
292
4
95
773
26
582
77
239
MW
-4D
77
830
5
98
772
32
454
77
376
5
42
772
88
507
77
323
5
93
772
37
MW
-4X
D
778
24
620
77
204
4
74
773
50
557
77
267
5
22
773
02
603
77
221
MW
-5S
789
16
134
9 77
567
12
73
776
43
123
4 77
682
12
18
776
98
129
4 77
622
MW
-5D
78
916
13
84
775
32
130
1 77
615
12
75
776
41
125
7 77
659
13
91
775
25
MW
-5X
D
788
42
131
0 77
532
12
26
776
16
119
8 77
644
11
71
776
71
131
2 77
530
MW
-6S
792
11
nm
--16
02k
776
09
157
9l 77
632
15
59m
77
652
18
93n
773
18
MW
-6D
79
219
16
54
775
65
157
7 77
642
15
44
776
75
152
4 77
695
16
72
775
47
MW
-7S
812
20
335
9 77
861
33
63
778
57
322
0 78
000
31
95
780
25
343
7 77
783
MW
-7D
81
170
33
09
778
61
331
3 77
857
31
71
779
99
314
5 78
025
33
87
777
83
MW
-7X
D
810
91
323
2 77
859
32
34
778
57
309
1 78
000
30
67
780
24
330
8 77
783
MW
-8S
778
50
768
77
082
6
37
772
13
729
77
121
6
99
771
51
764
77
086
MW
-8D
77
867
7
87
770
80
654
77
213
7
45
771
22
717
77
150
7
81
770
86
MW
-9S
777
80
859
76
921
7
60
770
20
835
76
945
8
09
769
71
852
76
928
MW
-9X
D
775
40
587
76
953
4
60
770
80
554
76
986
5
21
770
19
578
76
962
MW
-10S
77
650
7
10
769
40
541
77
109
6
65
769
85
632
77
018
6
95
769
55
MW
-10X
D
774
67
528
76
939
3
60
771
07
482
76
985
4
49
770
18
510
76
957
MW
-11S
78
816
17
68
770
48
170
1 77
115
16
54
771
62
170
0 77
116
17
52
770
64
MW
-11D
78
777
17
27
770
50
165
6 77
121
16
14
771
63
165
5 77
122
17
11
770
66
Appendix A Supplemental Data 85
86 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
cepo
int a
ltitu
dew
ater
012
898
wat
er03
19
98w
ater
052
198
wat
er07
08
98w
ater
050
699
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
Wel
l nam
e se
a le
vel)
012
898
se
a le
vel)
031
998
se
a le
vel)
052
198
se
a le
vel)
070
898
se
a le
vel)
050
699
se
a le
vel)
MW
-11X
D
787
00
165
1 77
049
15
77
771
23
153
9 77
161
15
78
771
22
163
7 77
063
MW
-12
787
65
174
7 77
018
16
78
770
87
160
9 77
156
16
77
770
88
172
8 77
037
MW
-13S
79
449
22
65
771
84
217
2 77
277
21
78
772
71
218
2 77
267
22
48
772
01
MW
-13D
79
650
24
76
771
74
238
3 77
267
23
89
772
61
239
3 77
257
24
60
771
90
MW
-13X
D
794
50
229
4 77
156
21
91
772
59
220
8 77
242
22
09
772
41
227
8 77
172
MW
-14S
77
791
5
63
772
28
431
77
360
5
12
772
79
480
77
311
5
51
772
40
MW
-14D
77
829
5
94
772
35
464
77
365
5
43
772
86
512
77
317
5
85
772
44
MW
-14X
D
777
28
546
77
182
4
00
773
28
472
77
256
4
40
772
88
510
77
218
MW
-15S
77
568
5
47
770
21
404
77
164
5
02
770
66
475
77
093
5
32
770
36
MW
-15M
D
775
62
552
77
010
4
11
771
51
507
77
055
4
82
770
80
538
77
024
MW
-15X
D
775
47
556
76
991
4
16
771
31
510
77
037
4
85
770
62
543
77
004
MW
-16S
77
538
6
72
768
66
475
77
063
6
07
769
31
587
76
951
6
47
768
91
MW
-16D
77
497
6
28
768
69
432
77
065
5
64
769
33
543
76
954
6
03
768
94
MW
-16X
D
774
79
611
76
868
4
16
770
63
547
76
932
5
27
769
52
585
76
894
MW
-17M
D
780
00
103
3 76
967
8
77
771
23
967
77
033
9
56
770
44
101
2 76
988
MW
-17X
D
780
13
104
3 76
970
8
88
771
25
976
77
037
9
66
770
47
102
0 76
993
MW
-18S
78
267
9
62
773
05
792
77
475
8
83
773
84
840
77
427
9
51
773
16
MW
-18X
D
782
88
978
77
310
8
14
774
74
907
77
381
8
57
774
31
968
77
320
ND
F-M
W-1
77
954
10
14
769
84
838
77
116
9
50
770
04
933
77
021
10
17o
769
37o
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
cepo
int a
ltitu
dew
ater
012
898
wat
er03
19
98w
ater
052
198
wat
er07
08
98w
ater
050
699
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
Wel
l nam
e se
a le
vel)
012
898
se
a le
vel)
031
998
se
a le
vel)
052
198
se
a le
vel)
070
898
se
a le
vel)
050
699
se
a le
vel)
ND
F-M
W-2
77
981
9
97
770
49
846
77
135
9
45
770
36
933
77
048
10
15o
769
66o
OSW
79
422
nm
--
nm
--16
44
777
78
163
4 77
788
17
98
776
24
PZ-1
S 81
512
33
67
781
45
338
8 78
124
32
34
782
78
316
1 78
351
34
93
780
19
PZ-1
MD
81
707
35
62
781
45
358
3 78
124
34
29
782
78
335
7 78
350
36
89
780
18
PZ-1
XD
81
680
35
36
781
44
355
7 78
123
34
03
782
77
333
1 78
349
36
63
780
17
PZ-2
S 81
666
35
38
781
28
355
7 78
109
34
02
782
64
333
2 78
334
36
63
780
03
PZ-2
MD
81
625
34
96
781
29
351
7 78
108
33
61
782
64
329
2 78
333
36
23
780
02
PZ-2
XD
81
653
35
27
781
26
354
5 78
108
33
89
782
64
332
0 78
333
36
50
780
03
PZ-3
S 81
605
34
89
781
16
350
9 78
096
33
50
782
55
328
1 78
324
36
13
779
92
PZ-3
MD
81
606
34
90
781
16
351
0 78
096
33
52
782
54
328
2 78
323
36
15
779
91
PZ-3
XD
81
605
34
86
781
19
350
5 78
100
33
47
782
58
327
9 78
326
36
11
779
94
TW
-95A
81
567
34
54
781
13
347
4 78
093
33
17
782
50
324
9 78
318
35
78
779
89
WP-
1 O
S
775
05
277
77
228
2
10
772
95
273
77
232
2
59
772
46
267
77
238
WP-
1 I
S 77
505
1
67
773
38
101
77
404
1
68
773
37
141
77
364
1
53
773
52
WP-
P O
S
772
44
86
771
58
27
772
17
79p
771
65p
59
771
85
92
771
52
WP-
P I
S 77
244
1
8 77
226
flo
win
g --
flow
ingp
--flo
win
g --
14
772
30
WP-
2 O
S
772
97
259
77
038
2
23
770
74
280
p 77
017
p 2
62
770
35
311
76
986
WP-
2 I
S 77
297
1
95
771
02
117
77
180
1
98p
770
99p
173
77
124
2
20
770
77
WP-
2N O
S
771
55
110
77
045
7
4 77
081
1
38p
770
17p
109
77
046
1
63
769
92
Appendix A Supplemental Data 87
88 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
cepo
int a
ltitu
dew
ater
012
898
wat
er03
19
98w
ater
052
198
wat
er07
08
98w
ater
050
699
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
Wel
l nam
e se
a le
vel)
012
898
se
a le
vel)
031
998
se
a le
vel)
052
198
se
a le
vel)
070
898
se
a le
vel)
050
699
se
a le
vel)
WP-
2N I
S
771
55
39
771
16
flow
ing
--2
4p 77
131
p flo
win
g --
50
771
05
WP-
3 O
S
771
44
235
76
909
2
03
769
41
232
p 76
912
p 2
28
769
16
240
76
904
WP-
3 I
S 77
144
1
54
769
90
91
770
53
141
p 77
003
p 1
28
770
16
149
76
995
WP-
3N O
S
770
26
117
76
909
8
5 76
941
1
16p
769
10p
113
76
913
1
22
769
04
WP-
3N I
S
770
26
37
769
89
flow
ing
--2
7p 76
999
p 1
4 77
012
3
4 76
992
WP-
4 O
S
770
64
314
76
750
2
68
767
96
305
p 76
759
p 3
04
767
60
307
76
757
WP-
4 I
S 77
064
2
28
768
36
160
76
904
2
10p
768
54p
199
76
865
2
18
768
46
WP-
5 O
S
769
84
nm
--nm
--
nm
--nm
--
nm
-shy
WP-
5 I
S 76
984
nm
--
nm
--nm
--
nm
--nm
-shy
WP-
6 O
S
767
71
276
76
495
2
20
765
51
253
p 76
518
p 2
23
765
48
295
76
476
WP-
6 I
S 76
771
2
19
765
52
116
76
655
1
92p
765
79p
155
76
616
2
11
765
60
WP-
7 O
S
766
79
nm
--nm
--
nm
--2
07
764
72
nm
-shy
WP-
7 I
S 76
679
nm
--
nm
--nm
--
140
76
539
nm
-shy
WP-
8 O
S
782
67
293
q 77
974
q 1
92r
780
75r
199
p 78
068
p 2
41
780
26
200
78
067
WP-
8 I
S 78
267
3
00q
779
67q
194
78
073
1
98p
780
69p
244
78
023
1
98
780
69
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
poin
t alti
tude
wat
er08
18
99w
ater
120
899
wat
er05
10
00w
ater
082
300
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
veW
ell n
ame
sea
leve
l) 08
18
99
sea
leve
l) 12
08
99
sea
leve
l) 05
10
00
sea
leve
l) 08
23
00
sea
leve
l)
B-1
80
851
32
38
776
13
333
1 77
520
34
16
774
35
338
1 77
470
B-2
79
618
nm
--
nm
--nm
--
nm
-shy
B-4
79
750
22
40
775
10
243
6 77
314
23
91
773
59
235
8 77
392
EP-
1 80
013
24
86
775
27
258
7 77
426
26
50
773
63
261
0 77
403
EP-
2 79
812
22
33
775
79
243
4 77
378
24
10
774
02
236
8 77
444
EP-
3 80
235
nm
--
nm
--nm
--
nm
-shy
EP-
4 80
730
32
00
775
30
328
8 77
442
33
53
773
77
332
4 77
406
LP-
1 81
699
38
44
778
55
396
9 77
783
40
76
776
23
403
4 77
665
LP-
2 78
698
17
24
769
74
178
5 76
913
17
78
769
20
176
5 76
933
LP-
3 78
412
12
31
771
79
126
8 77
144
12
89
771
23
130
0 77
112
MW
-1S
792
31
186
4s 77
367
19
89t
772
42
203
4u 77
197
18
77v
773
54
MW
-1D
79
253
17
66
774
87
185
4w
773
99
190
7 77
346
18
84
773
69
MW
-2S
790
91
163
6 77
455
17
21
773
70
176
6 77
325
17
45
773
46
MW
-2D
79
094
16
37
774
57
172
2 77
372
17
68
773
26
174
6 77
348
MW
-2M
D
794
26
196
2 77
464
19
46
774
80
209
5 77
331
20
73
773
53
MW
-2X
D
792
79
185
9 77
420
19
43
773
36
199
0 77
289
19
69
773
10
MW
-3S
797
54
227
8 77
476
23
68
773
86
241
8 77
336
23
92
773
62
MW
-3D
79
776
22
90
774
86
237
9 77
397
24
29
773
47
240
3 77
373
Appendix A Supplemental Data 89
90 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
poin
t alti
tude
wat
er08
18
99w
ater
120
899
wat
er05
10
00w
ater
082
300
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
veW
ell n
ame
sea
leve
l) 08
18
99
sea
leve
l) 12
08
99
sea
leve
l) 05
10
00
sea
leve
l) 08
23
00
sea
leve
l)
MW
-4S
778
21
695
77
126
7
25
770
96
738
77
083
7
48
770
73
MW
-4D
77
830
7
06
771
24
736
77
094
7
50
770
80
760
77
070
MW
-4X
D
778
24
715
77
109
7
35
770
89
757
77
067
7
65
770
59
MW
-5S
789
16
151
1 77
405
15
86
773
30
162
8 77
288
16
13x
773
03x
MW
-5D
78
916
15
15
774
01
158
8 77
328
16
32
772
84
162
0x 77
296
x
MW
-5X
D
788
42
143
3 77
409
15
09
773
33
155
3 77
289
15
39x
773
03x
MW
-6S
792
11
192
9y 77
282
19
67z
772
44
nm
--20
13aa
77
198
x
MW
-6D
79
219
17
92
774
27
187
2 77
347
nm
--
189
8x 77
321
x
MW
-7S
812
20
348
2 77
738
36
75
775
45
368
9 77
531
36
46
775
74
MW
-7D
81
170
34
34
777
36
362
7 77
543
36
41
775
29
359
8 77
572
MW
-7X
D
810
91
335
5 77
736
35
47
775
44
356
1 77
530
35
18
775
73
MW
-8S
778
50
865
76
985
8
76
769
74
880
76
970
8
94
769
56
MW
-8D
77
867
8
83
769
84
895
76
972
8
99
769
68
912
76
955
MW
-9S
777
80
920
76
860
9
13
768
67
921
76
859
9
32
768
48
MW
-9X
D
775
40
661
76
879
6
55
768
85
665
76
875
5
76
769
64
MW
-10S
77
650
8
15
768
35
805
76
845
8
08
768
42
827
76
823
MW
-10X
D
774
67
832
76
835
6
25
768
42
627
76
840
5
46
769
21
MW
-11S
78
816
19
11
769
05
197
4 76
842
19
58
768
58
194
6 76
870
MW
-11D
78
777
18
69
769
08
193
3 76
844
19
18
768
59
190
6 76
871
MW
-11X
D
787
00
179
4 76
906
18
55
768
45
184
2 76
858
18
29
768
71
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
poin
t alti
tude
wat
er08
18
99w
ater
120
899
wat
er05
10
00w
ater
082
300
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
veW
ell n
ame
sea
leve
l) 08
18
99
sea
leve
l) 12
08
99
sea
leve
l) 05
10
00
sea
leve
l) 08
23
00
sea
leve
l)
MW
-12
787
65
189
7 76
868
19
69
767
96
194
9 76
816
19
36
768
29
MW
-13S
79
449
23
87
770
62
243
5 77
014
24
39
770
10
243
2 77
017
MW
-13D
79
650
26
01
770
49
265
0 77
000
26
51
769
99
264
5 77
005
MW
-13X
D
794
50
211
4 77
036
24
62
769
88
246
4 76
986
24
58
769
92
MW
-14S
77
791
6
68
771
23
dry
--dr
y --
dry
-shy
MW
-14D
77
829
7
04
771
25
738
77
091
7
44
770
85
754
77
075
MW
-14X
D
777
28
674
77
054
7
05
770
23
710
77
018
7
15
770
13
MW
-15S
77
568
6
40
769
28
648
76
920
6
45
769
23
561
x 77
007
x
MW
-15M
D
775
62
646
76
916
6
50
769
12
649
76
913
5
86x
769
76x
MW
-15X
D
775
47
664
76
883
6
72
768
757
670
76
877
6
65x
768
82x
MW
-16S
77
538
8
01
767
37
801
76
737
7
90
767
48
806
76
732
MW
-16D
77
497
7
58
767
39
758
76
739
7
47
767
50
762
76
735
MW
-16X
D
774
79
741
76
738
7
41
767
38
731
76
748
7
46
767
33
MW
-17M
D
780
00
115
9 76
841
11
76
768
24
116
4 76
836
11
76
768
24
MW
-17X
D
780
13
116
8 76
845
11
84
768
29
117
3 76
840
11
87
768
26
MW
-18S
78
267
10
80
771
87
111
7 77
150
11
43
771
24
115
7 77
110
MW
-18X
D
782
88
109
5 77
193
11
32
771
56
116
3 77
125
11
69
771
19
ND
F-M
W-1
77
954
11
41
768
13
115
1 76
803
nm
--
115
3 76
801
ND
F-M
W-2
77
981
11
37
768
44
115
1 76
830
nm
--
115
1 76
830
Appendix A Supplemental Data 91
92 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
poin
t alti
tude
wat
er08
18
99w
ater
120
899
wat
er05
10
00w
ater
082
300
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
veW
ell n
ame
sea
leve
l) 08
18
99
sea
leve
l) 12
08
99
sea
leve
l) 05
10
00
sea
leve
l) 08
23
00
sea
leve
l)
OSW
79
422
18
99
775
23
198
8 77
434
20
49
773
73
202
2 77
400
PZ-1
S 81
512
34
91
780
21
357
9 77
933
37
22
777
90
370
4 77
808
PZ-1
MD
81
707
36
86
780
21
377
3 77
934
39
18
777
89
389
9 77
808
PZ-1
XD
81
680
36
61
780
19
374
7 77
933
38
92
777
88
387
4 77
806
PZ-2
S 81
666
36
60
780
06
375
0 77
916
38
90
777
76
387
0 77
796
PZ-2
MD
81
625
36
18
780
07
370
8 77
917
38
51
777
74
383
2 77
793
PZ-2
XD
81
653
36
48
780
05
373
5 77
918
38
80
777
73
385
9 77
794
PZ-3
S 81
605
36
08
779
97
370
1 77
904
38
40
777
65
381
9 77
786
PZ-3
MD
81
606
36
13
779
93
370
1 77
905
38
43
777
63
382
2 77
784
PZ-3
XD
81
605
36
08
779
97
369
7 77
908
38
38
777
67
381
7 77
788
TW
-95A
81
567
35
76
779
91
366
3 77
904
38
07
777
60
378
6 77
781
WP-
1 O
S
775
05
273
77
232
2
86
772
19
dry
--dr
y -shy
WP-
1 I
S 77
505
2
29
772
76
290
77
115
3
15
771
90
303
77
202
WP-
P O
S
772
44
98
771
46
dry
--1
19
771
25
dry
-shy
WP-
P I
S 77
244
1
12
772
30
151
77
093
1
58
770
86
172
77
072
WP-
2 O
S
772
97
277
77
020
2
97
770
00
305
76
992
2
62
770
35
WP-
2 I
S 77
297
2
62
770
35
282
77
015
2
89
770
08
282
77
015
WP-
2N O
S
771
55
131
77
024
1
55
770
00
162
76
993
1
12
770
43
WP-
2N I
S
771
55
112
77
105
1
36
770
19
149
77
006
1
42
770
13
Tabl
e A
2 W
ater
leve
ls m
easu
red
in m
onito
ring
wel
ls a
nd w
ell p
oint
s ne
ar W
estv
ille
Indi
ana
Jun
e 19
97 th
roug
h Au
gust
200
0mdashCo
ntin
ued
Alti
tude
of
Alti
tude
of
Alti
tude
of
Alti
tude
of
Mea
suri
ng-
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
Dep
th to
wat
er s
urfa
ceD
epth
tow
ater
sur
face
poin
t alti
tude
wat
er08
18
99w
ater
120
899
wat
er05
10
00w
ater
082
300
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
vesu
rfac
e(fe
et a
bove
surf
ace
(feet
abo
veW
ell n
ame
sea
leve
l) 08
18
99
sea
leve
l) 12
08
99
sea
leve
l) 05
10
00
sea
leve
l) 08
23
00
sea
leve
l)
WP-
3 O
S
771
44
243
76
901
nm
--
nm
--2
52
768
92
WP-
3 I
S 77
144
1
93
769
51
nm
--nm
--
214
76
930
WP-
3N O
S
770
26
124
76
902
nm
--
nm
--1
38
768
88
WP-
3N I
S
770
26
76
769
50
nm
--nm
--
100
76
926
WP-
4 O
S
770
64
310
76
754
3
12
767
52
311
76
753
2
47
768
17
WP-
4 I
S 77
064
2
52
768
12
248
76
816
2
53
768
11
243
76
821
WP-
5 O
S
769
84
nm
--nm
--
nm
--nm
-shy
WP-
5 I
S 76
984
nm
--
nm
--nm
--
nm
-shy
WP-
6 O
S
767
71
266
76
505
2
63bb
76
508
bb
286
76
485
3
03
764
68
WP-
6 I
S 76
771
2
52
765
19
237
bb
765
34bb
2
53
765
18
255
76
516
WP-
7 O
S
766
79
nm
--nm
--
nm
--nm
-shy
WP-
7 I
S 76
679
nm
--
nm
--nm
--
nm
-shy
WP-
8 O
S
782
67
dry
--dr
y --
361
77
906
3
42
779
25
WP-
8 I
S 78
267
4
48
778
19
dry
--3
60
779
07
342
77
925
Appendix A Supplemental Data 93
j a O
bser
ved
floa
ting
oil i
n w
ell
b Dep
th to
oil
was
15
57 f
eet
c Dep
th to
oil
was
15
62 f
eet
d Mea
sure
men
t mad
e Se
ptem
ber
22 1
997
dept
h to
oil
was
16
52 f
eet
e Dep
th to
oil
was
168
9 fe
et
f Mea
sure
men
t mad
e Ju
ly 2
3 1
997
g Mea
sure
men
t mad
e A
ugus
t 28
199
7h M
easu
rem
ent m
ade
June
5 1
997
i Mea
sure
men
t mad
e Se
ptem
ber
22 1
997
Dep
th to
oil
was
16
19 f
eet
k Dep
th to
oil
was
15
60 f
eet
l Dep
th to
oil
was
15
28 f
eet
mD
epth
to o
il w
as15
10
feet
n D
epth
to o
il w
as 1
647
fee
to M
easu
rem
ent m
ade
May
10
199
9
p Mea
sure
men
t mad
e M
ay 2
2 1
998
q W
ater
fro
zen
in w
ell p
oint
and
pon
d
r Wat
er f
roze
n in
pon
d
s Dep
th to
oil
was
17
30 f
eet
t Dep
th to
oil
was
18
13 f
eet
u Dep
th to
oil
was
18
67 f
eet
v Dep
th to
oil
was
18
50 f
eet
wD
epth
to o
il w
as 1
852
fee
tx M
easu
rem
ent m
ade
Aug
ust 2
4 2
000
y Dep
th to
oil
was
17
58 f
eet
z Dep
th to
oil
was
18
51 f
eet
aaM
easu
rem
ent m
ade
Aug
ust 2
4 2
000
dept
h to
oil
was
18
70 f
eet
bbM
easu
rem
ent m
ade
Dec
embe
r 9
199
9
Appendix B Quality Assurance
Quality-Assurance Sample Collection
Duplicate samples were collected sequentially during sample collection from selected wells at a rate of 1 duplicate sample for every 10 regular samshyples Duplicate samples can indicate the variability of the sampled medium or the variability of the methods of sample collection and laboratory analyshysis Samples also were collected for use as matrix spikes at a rate of 1 matrix spike for every 20 regushylar samples Matrix-spike samples are used by the laboratory to determine recovery rates by adding known concentrations of a substance to the samshyple and analyzing for that substance Matrix-spike samples also can be used to evaluate whether the sample water contains substances that may cause interference with the analysis
Two types of blank samples were collectedmdash trip blanks and equipment-rinse blanks Trip blanks consisted of laboratory-certified organic-free water poured into sample bottles for analysis of volatile organic compounds (VOCrsquos) and 14-dioxane A trip blank was kept in a cooler that accompanied each sampling crew during sample collection and subsequently was sent to the laboratory for analyshysis Trip blanks can indicate if contamination of the regular samples occurred during shipping
Equipment-rinse blanks sometimes referred to as method blanks were collected after deconshytamination of the sampling equipment by pumping distilled or deionized water through the sampling pump and discharge tubing The blank sample was collected from the discharge tubing in the same manner as the regular samples Equipment-rinse blanks were collected for each sampling device used with a maximum frequency of 1 equipment blank for every 20 samples collected Analysis of these blank samples can indicate whether the decontamination procedures were effective or if contaminants were introduced by the sampling equipment
Results of Quality Assurance
Results of analysis of duplicate samples (tables B1 through B4) were compared by use of the relashy
tive percent difference (RPD) The RPD was calculated with the following formula for 33 analytes detected in the regular and duplicate samples
(C1 ndash C2) times 100 percentRPD = ------------------------------------------------------------ (3)(C1 + C2) frasl 2
where
C1 is the larger of the two concentrations and C2 is the smaller of the two concentrations (US Environmental Protection Agency (1989 p 13)
Analytes detected in one but not both of the sample pairs and analytes not detected are not included in the RPD analysis because of uncershytainty in the actual concentration of analytes reported as less than the quantitation limit
The RPD analysis generally indicated small differences between concentrations of most anashylytes in the sample pairs (table B5) Of 110 individshyual comparisons only 13 RPDrsquos are greater than 25 percent Although the range of RPDrsquos is varied among analytes the median RPDrsquos for 23 of the 33 analytes are 10 or less The median RPDrsquos for two analytesmdashcopper and thalliummdashexceeded 25 These analytes are not critical to the discussion of water quality in this report
Of the 11 sample pairs analyzed for 14-dioxshyane (table B4) 4 were reported as less than the quantitation limit in the regular and duplicate samples The RPD analysis for 14-dioxane (table B5) is based on the remaining seven sample pairs The RPDrsquos for 14-dioxane range from 0 to 366 and have a median of 167 The largest RPD is for samples collected from well MW-4XD during April 1997 Estimated concentrations of 14-dioxshyane in the regular and duplicate samples exceeded 3000 microgL An RPD of 222 was calculated for regular and duplicate samples collected from well MW-2D during May 1999 These samples were diluted for analysis and the reported concenshytrations exceeded 8000 microgL The RPD analysis of 14-dioxane may indicate an error in the dilution
96 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
process or a loss of analytical precision at large concentrations
Results of the equipment-rinse samples (table B6) indicate that the sampling equipment and procedures did not alter the water chemistry subshystantially With the exception of potassium in one sample and sodium in two samples concentrations of major elements reported for equipment-rinse samples were less than the smallest concentration reported for these constituents in the environmenshytal samples Potassium and sodium are common constituents in water and may have been present in the deionized or distilled water used for equipment decontamination and to make up the equipment-rinse sample
Except for aluminum concentrations of minor elements in equipment-rinse samples generally were low (table B6) however concentrations reported for barium copper thallium and zinc as well as aluminum are within the range of concenshytrations reported for the environmental samples Detection of these constituents may indicate that minor elements were present in the water used for equipment decontamination or that decontaminashytion was inadequate to remove these elements In either event the detection of these minor elements in water samples is not critical to the interpretation of water quality in relation to the former refinery
Several of the VOCrsquos detected during Aprilndash June 1997 were not detected in subsequent samples from the same wells For example small concentrashytions of acetone were detected in water from wells B-1 MW-4XD MW-11D and MW-10S as well as small concentrations of toluene in water from well EP-4 and all three wells at MW-5 Those results were not duplicated in samples collected from these
wells during later sampling rounds In fact no VOCrsquos were detected in samples from these wells during the remainder of the investigation The initial detections of VOCrsquos in samples from wells B-1 EP-4 MW-4XD and all wells at MW-5 MWshy10S and MW-11D probably are not indicative of ground-water quality and may have resulted from contamination in the field or the laboratory
Five volatile organic compounds were detected at least once in the 10 equipment-rinse samples analyzed during the study (table B6) Acetone was detected in four equipment-rinse samples at concentrations ranging from 15 to 49 microgL broshymodichloromethane and dibromochlromethane were detected in two samples at concentrations ranging from 3 to 6 microgL 2-butanone and toluene were detected in one sample each at concentrations of 10 and 05 microgL respectively Detections of 2-butanone and dibromochloromethane were not reported for any of the environmental samples Acetone was detected in three environmental samples and bromodichloromethane was detected in one environmental sample These compounds however were reported in samples collected during April and May 1997 and the detections in the equipment-rinse samples occurred during AugustndashSeptember and December 1997 Toluene was detected in 12 environmental samples collected from eight wells at concentrations ranging from 1 to 7 microgL Of these only one sample was colshylected during December 1997 when toluene was reported in the equipment-rinse sample
Analysis of the trip-blank samples detected no volatile organic compounds (table B7) These results indicate no contamination of the samples in the field during handling and shipping
Appendix B Quality Assurance 97
98 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e B
1 C
once
ntra
tions
of c
omm
on c
onst
ituen
ts in
dup
licat
e gr
ound
-wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
prilndash
June
199
7
[mg
L m
illig
ram
per
lite
r C
aCO
3 c
alci
um c
arbo
nate
--
not
sam
pled
J c
once
ntra
tion
is e
stim
ated
gt g
reat
er th
an]
Bi-
Am
mon
iaTo
tal
Tota
lD
ate
ofca
rbon
ate
asH
ardn
ess
Kjel
dahl
orga
nic
sam
ple
alka
linity
nitr
ogen
(mg
L as
Calc
ium
Chlo
ride
Mag
nesi
umPo
tass
ium
Sodi
umSu
lfate
nitr
ogen
carb
onW
ell
colle
ctio
n (m
gL)
(m
gL)
Ca
C03)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(p
erce
nt)
MW
-4X
D
042
997
1
080
27
262
0 51
2 gt
260
22
8 3
24
J 42
1
J gt
375
4
44
15
Dup
licat
e 1
060
--gt
264
0 52
7 25
2 22
6 3
12
J 41
2
J gt
15
00
---shy
MW
-8D
04
29
97
375
--65
2 --
380
----
--0
---shy
Dup
licat
e 38
5 --
664
--39
5 --
----
8 --
-shy
MW
-9S
042
997
23
2 --
236
998
58
30
0
169
J
139
J
76
---shy
Dup
licat
e 23
7 --
296
955
64
29
4
160
J
124
J
84
---shy
MW
-2S
050
197
34
0 --
420
111
J 56
27
5 J
5
46
J 33
5
J 14
0 --
46
Dup
licat
e 36
5 --
420
112
J --
276
J
532
J
328
J
----
46
MW
-2X
D
050
197
85
2 --
236
0 52
2 gt
132
21
2 19
5
J 36
5
J gt
375
--
-shy
Dup
licat
e --
27
116
0 52
6 gt
266
21
5 20
0
J 37
3
J gt
375
465
16
MW
-10X
D
060
397
--
----
139
--58
3
263
52
2
J --
---shy
Dup
licat
e --
----
155
--64
2
270
J
537
J
----
-shy
MW
-11D
06
03
97
----
--86
8
--34
4
679
4
07 J
--
---shy
Dup
licat
e --
----
869
--
343
6
73
406
--
---shy
Tabl
e B
2 C
once
ntra
tions
of m
inor
ele
men
ts in
dup
licat
e gr
ound
-wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
prilndash
June
199
7
[microg
L m
icro
gram
per
lite
r J
con
cent
ratio
n is
est
imat
ed lt
les
s th
an]
Dat
e of
sam
ple
Alu
min
umA
ntim
ony
Ars
enic
Bar
ium
Ber
ylliu
mCa
dmiu
mCh
rom
ium
Coba
ltCo
pper
Iron
W
ell
colle
ctio
n)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-4X
D
042
997
lt
9
40
J 5
4 21
1
lt 1
lt
1
15
lt 1
2
651
00
Dup
licat
e 18
4
J 4
0 J
77
J 20
1 J
lt
1
lt 1
lt
1
13
J 1
5 J
663
00
MW
-9S
042
997
22
9 2
3 J
lt 2
55
4
lt 1
lt
1
31
17
19
354
0
Dup
licat
e 18
3 3
1 J
lt 2
54
2
lt 1
lt
1
27
13
14
317
0
MW
-2S
05
01
97
138
J 3
7 J
99
J 70
9 J
lt
1
56
13
J 11
3 lt
1
151
00
Dup
licat
e 14
0 J
40
J 7
9 J
714
J
lt 1
5
8 1
1 J
116
lt 1
15
000
MW
-2X
D
050
197
1
120
J 2
5 J
30
J 21
7 J
lt
1
lt 1
2
4 J
lt 1
3
6 J
377
00
Dup
licat
e 1
380
J 3
7 J
34
J 23
6 J
lt
1
lt 1
2
2 J
lt 1
3
J 38
300
MW
-10D
06
03
97
287
J
68
J lt
6
498
lt 1
lt
1
lt 1
lt
1
99
253
0
Dup
licat
e lt
4
81
J lt
6
516
lt 1
lt
1
lt 1
lt
1
66
J 2
790
MW
-11D
06
03
97
181
J
63
J lt
6
281
lt
1
lt 1
lt
1
lt 1
2
8 J
148
0
Dup
licat
e 18
3
lt 3
lt
6
281
lt
1
lt 1
lt
1
lt 1
3
147
0
Appendix B Quality Assurance 99
100 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e B
2 C
once
ntra
tions
of m
inor
ele
men
ts in
dup
licat
e gr
ound
-wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
prilndash
June
199
7mdashCo
ntin
ued
Dat
e of
sam
ple
Lead
Man
gane
seM
ercu
ryN
icke
lSe
leni
umSi
lver
Thal
lium
Vana
dium
Zinc
W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
MW
-4X
D
042
997
lt
1
160
lt0
2 82
7
lt 3
J
lt 1
6
3 J
lt 1
6
1
Dup
licat
e lt
1
159
lt 2
J
803
lt
3
lt 1
11
2 J
lt
1
72
J
MW
-9S
042
997
2
173
lt 2
3
5 lt
3
J lt
1
lt 2
lt
1
125
Dup
licat
e lt
1
154
lt 2
2
8 lt
3
J lt
1
lt 2
lt
1
92
MW
-2S
050
197
lt
1
350
0 lt
2 J
18
2 lt
3
lt 1
5
J
19
503
J
Dup
licat
e lt
1
358
0 lt
2
185
lt 3
lt
1
64
J 1
8 51
5 J
MW
-2X
D
050
197
lt
1
434
lt 2
J
52
lt 3
lt
1
58
J 3
1 41
5 J
Dup
licat
e lt
1
443
lt 2
J
55
lt 3
lt
1
52
J 2
9 10
0 J
MW
-10D
06
03
97
lt 2
56
5
lt 2
3
6 lt
4
lt 1
lt
5
lt 1
lt
3
Dup
licat
e lt
2
585
lt
2
3 lt
4
lt 1
lt
5
lt 1
lt
3
MW
-11D
06
03
97
lt 2
90
4
lt 2
1
5 lt
4
lt 1
lt
5
lt 1
lt
3
Dup
licat
e lt
2
903
lt
2
15
lt 4
lt
1
lt 5
lt
1
lt 3
Tabl
e B
3 C
once
ntra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in d
uplic
ate
grou
nd-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il 19
97 th
roug
h M
ay 1
999
[Che
mic
al A
bstr
act S
ervi
ce (C
AS)
Reg
istr
y N
umbe
rs a
re in
par
enth
eses
in c
olum
n he
ader
microg
L m
icro
gram
per
lite
r lt
les
s th
an J
con
cent
ratio
n is
est
imat
ed n
umbe
r giv
en is
bel
ow q
uant
ifica
tion
limit]
12-
Dic
hlor
oshyCh
loro
-B
rom
o-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eCh
loro
etha
nech
lori
deA
ceto
nedi
sulfi
deet
hene
etha
ne(to
tal)
Chlo
rofo
rmsa
mpl
e(7
4-87
-3)
(74-
83-9
)(7
5-01
-4)
(75-
00-3
)(7
5-09
-2)
(67-
64-1
)(7
5-15
-0)
(75-
35-4
)(7
5-34
-3)
(540
-59-
0)(6
7-66
-3)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
B-2
04
29
97
lt 3
3 J
lt 3
3 61
11
J
lt 3
3 lt
33
lt 3
3 lt
33
150
150
0 lt
33
Dup
licat
e lt
100
J
lt 1
00
58
J lt
100
lt
100
lt
100
lt
100
lt
100
16
0 1
500
lt 1
00
MW
-4X
D
042
997
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
6 J
lt 1
0 lt
10
lt10
lt
10
lt10
Dup
licat
e lt
10
J lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt10
lt
10
lt 1
0 lt
10
lt 1
0
MW
-9S
042
997
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
Dup
licat
e lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
MW
-2S
050
197
lt
10
J lt
10
J lt
10
J 90
J
6J
lt10
J
lt10
J
lt10
J
lt10
J
lt10
J
lt10
J
Dup
licat
e lt
10
J lt
10
J lt
10
J 90
J
5J
lt10
J
lt10
J
lt10
J
lt10
J
lt10
J
lt10
J
MW
-2X
D
050
197
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
Dup
licat
e lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
EP-
4 09
03
97
lt 1
lt
1
lt 1
lt
1
lt 2
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
Dup
licat
e lt
1
lt 1
lt
1
lt 1
lt
2
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
PZ-3
XD
09
03
97
lt 1
lt
1
lt 1
lt
1
lt 2
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
Dup
licat
e lt
1 lt
1
lt 1
lt 1
lt 2
lt 5
lt 1
lt 1
lt 1
lt 1
lt 1
Appendix B Quality Assurance 101
102 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e B
3 C
once
ntra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in d
uplic
ate
grou
nd-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il 19
97 th
roug
h M
ay 1
999mdash
Cont
inue
d
12-
Dic
hlor
oshyCh
loro
-B
rom
o-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eCh
loro
etha
nech
lori
deA
ceto
nedi
sulfi
deet
hene
etha
ne(to
tal)
Chlo
rofo
rmsa
mpl
e(7
4-87
-3)
(74-
83-9
)(7
5-01
-4)
(75-
00-3
)(7
5-09
-2)
(67-
64-1
)(7
5-15
-0)
(75-
35-4
)(7
5-34
-3)
(540
-59-
0)(6
7-66
-3)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-10X
D
090
893
lt
1 lt
1 lt
1 lt
1 lt
2 lt
5 lt
1 lt
1 lt
1 lt
1 lt
1
Dup
licat
e lt
1 lt
1
lt 1
lt 1
lt 2
lt 5
lt 1
lt 1
lt 1
lt 1
lt 1
MW
-15X
D
120
997
lt
1 lt
1 lt
1 lt
1 lt
1 lt
3 lt
2 J
lt 1
lt 1
lt 1
lt 1
Dup
licat
e lt
1 lt
1
lt 1
lt 1
lt 1
lt 3
lt 2
J lt
1 lt
1 lt
1 lt
1
MW
-14D
12
10
97
lt 1
lt 1
lt 1
lt 1
lt 1
lt 3
lt 3
J lt
1 lt
1 lt
1 lt
1
Dup
licat
e lt
1 lt
1
lt 1
lt 1
lt 1
lt 3
lt 3
J lt
1 lt
1 lt
1 lt
1
MW
-17M
D
121
697
lt
1 lt
1 lt
1 lt
1 lt
1 lt
3 lt
3 J
lt 1
lt 1
lt 1
lt 1
Dup
licat
e lt
1 lt
1
lt 1
lt 1
lt 1
lt 3
lt 4
J lt
1 lt
1 lt
1 lt
1
MW
-2D
05
04
99
lt 10
lt
10
lt 10
lt
10
3 J
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
Dup
licat
e lt
10
lt 1
0 lt
10
lt 10
3
J lt
10
lt 1
0 lt
10
lt 10
lt
10
lt 10
MW
-7X
D
050
399
lt
10
lt 10
lt
10
lt 10
3
J lt
10
lt 1
0 lt
10
lt 10
lt
10
lt 10
Dup
licat
e lt
10
lt 1
0 lt
10
lt 10
3
J lt
10
lt 1
0 lt
10
lt 10
lt
10
lt 10
Tabl
e B
3 C
once
ntra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in d
uplic
ate
grou
nd-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il 19
97 th
roug
h M
ay 1
999mdash
Cont
inue
d
Bro
mo-
cis-
13-
Dib
rom
oshy1
2-D
ichl
oro-
11
1-Tr
ichl
oro-
Carb
ondi
chlo
ro-
12-
Dic
hlor
o-D
ichl
oro-
Tric
hlor
o-ch
loro
-1
12-
Tric
hlor
o-D
ate
ofet
hane
2-B
utan
one
etha
nete
trac
hlor
ide
met
hane
prop
ane
prop
ene
ethe
nem
etha
neet
hane
Ben
zene
sam
ple
(107
-06-
2)(7
8-93
-3)
(71-
55-6
)(5
6-23
-5)
(75-
27-4
)(7
8-87
-5)
(100
61-0
1-5)
(79-
01-6
)(1
24-4
8-1)
(79-
00-5
)(7
1-43
-2)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
B-2
04
29
97
lt 3
3 lt
33
lt 3
3 lt
33J
lt
33
lt 3
3 lt
33
28
J lt
33
lt 3
3 4
J
Dup
licat
e lt
100
lt
100
lt
100
lt
100
lt
100
lt
100
lt
100
29
J
lt 1
00
lt 1
00
lt 1
00
MW
-4X
D
042
997
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
Dup
licat
e lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-9S
042
997
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
Dup
licat
e lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
MW
-2S
050
197
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J 16
J
Dup
licat
e lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J 16
J
MW
-2X
D
050
197
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
Dup
licat
e lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
EP-
4 09
03
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
Dup
licat
e 09
03
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PZ-3
XD
09
03
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
Dup
licat
e 09
03
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
Appendix B Quality Assurance 103
104 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e B
3 C
once
ntra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in d
uplic
ate
grou
nd-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il 19
97 th
roug
h M
ay 1
999mdash
Cont
inue
d
Bro
mo-
cis-
13-
Dib
rom
oshy1
2-D
ichl
oro-
11
1-Tr
ichl
oro-
Carb
ondi
chlo
ro-
12-
Dic
hlor
o-D
ichl
oro-
Tric
hlor
o-ch
loro
-1
12-
Tric
hlor
o-D
ate
ofet
hane
2-B
utan
one
etha
nete
trac
hlor
ide
met
hane
prop
ane
prop
ene
ethe
nem
etha
neet
hane
Ben
zene
sam
ple
(107
-06-
2)(7
8-93
-3)
(71-
55-6
)(5
6-23
-5)
(75-
27-4
)(7
8-87
-5)
(100
61-0
1-5)
(79-
01-6
)(1
24-4
8-1)
(79-
00-5
)(7
1-43
-2)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-10X
D
090
893
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
Dup
licat
e 09
08
93
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-15X
D
120
997
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
Dup
licat
e 12
09
97
lt 1
lt
3
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-14D
12
10
97
lt 1
lt
3
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
Dup
licat
e 12
10
97
lt 1
lt
3
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-17M
D
121
697
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
Dup
licat
e 12
16
97
lt 1
lt
3
lt 1
J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
MW
-7X
D
050
399
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
Dup
licat
e 05
03
99
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
MW
-2D
05
04
99
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
Dup
licat
e 05
04
99
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
Tabl
e B
3 C
once
ntra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in d
uplic
ate
grou
nd-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il 19
97 th
roug
h M
ay 1
999mdash
Cont
inue
d
tran
s-1
3-1
12
2shyD
ichl
oro-
4-M
ethy
l-2-
Tetr
achl
oro-
Tetr
achl
oro-
Chlo
ro-
Ethy
lXy
lene
Dat
e of
prop
ene
Bro
mof
orm
pent
anon
e2-
Hex
anon
eet
hene
etha
neTo
luen
ebe
nzen
ebe
nzen
eSt
yren
e(to
tal)
sam
ple
(100
61-0
2-6)
(75-
25-2
)(1
08-1
0-1)
(591
-78-
6)(1
27-1
8-4)
(79-
34-5
)(1
08-8
8-3)
(108
-90-
7)(1
00-4
1-4)
(100
-42-
5)(1
330-
20-7
)W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
B-2
04
29
97
lt 3
3 lt
33
lt 3
3 lt
33J
26
J
lt 3
3 lt
33
lt 3
3 lt
33
lt 3
3 lt
33
Dup
licat
e lt
100
lt
100
lt
100
lt
100
24
J
lt 1
00
lt 1
00
lt 1
00
lt 1
00
lt 1
00
lt 1
00
MW
-4X
D
042
997
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
Dup
licat
e lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-9S
042
997
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
Dup
licat
e lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
MW
-2S
050
197
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J 1
J lt
10
J lt
10
J lt
10
J lt
10
J
Dup
licat
e lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J 1
J lt
10
J lt
10
J lt
10
J lt
10
J
MW
-2X
D
050
197
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
Dup
licat
e lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J 1
J lt
10
J lt
10
J lt
10
J lt
10
J
EP-
4 09
03
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
Dup
licat
e 09
03
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
Appendix B Quality Assurance 105
106 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
estv
ille
Indi
ana
Apr
il 19
97 th
roug
h M
ay 1
999mdash
Cont
inue
d C
once
ntra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in d
uplic
ate
grou
nd-w
ater
sam
ples
col
lect
ed n
ear W
Tabl
e B
3
tran
s-1
3-1
12
2shyD
ichl
oro-
4-M
ethy
l-2-
Tetr
achl
oro-
Tetr
achl
oro-
Chlo
ro-
Ethy
lXy
lene
Dat
e of
prop
ene
Bro
mof
orm
pent
anon
e2-
Hex
anon
eet
hene
etha
neTo
luen
ebe
nzen
ebe
nzen
eSt
yren
e(to
tal)
sam
ple
(100
61-0
2-6)
(75-
25-2
)(1
08-1
0-1)
(591
-78-
6)(1
27-1
8-4)
(79-
34-5
)(1
08-8
8-3)
(108
-90-
7)(1
00-4
1-4)
(100
-42-
5)(1
330-
20-7
)W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
PZ-3
XD
09
03
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
Dup
licat
e 09
03
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-10X
D
090
893
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-10X
D D
09
08
93
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-15X
D
120
997
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-15X
D D
12
09
97
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-14D
12
10
97
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-14D
D
121
097
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-17M
D
121
697
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
Dup
licat
e 12
16
97
lt 1
J lt
1J
lt 2
J lt
2J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J
MW
-7X
D
050
399
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
Dup
licat
e 05
03
99
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
MW
-2D
05
04
99
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
Dup
licat
e 05
04
99
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
Table B4 Concentrations of 14-dioxane in duplicate groundshywater samples collected near Westville Indiana April 1997 through May 1999 [Chemical Abstract Service (CAS) Registry Numbers are in parenshytheses in column header microgL microgram per liter lt less than D concentration determined after dilution J concentration is estishymated number given is below quantification limit E concentration is estimated sample required dilution to increase accuracy]
Well Date of
sample collection
14-Dioxane (123-91-1)
(microgL)
MW-4XD Duplicate
EP-4 Duplicate
PZ-3XD Duplicate
MW-10XD Duplicate
MW-15XD Duplicate
MW-14D Duplicate
MW-17MD Duplicate
MW-2D Duplicate
MW-7XD Duplicate
MW-10XD Duplicate
MW-14D Duplicate
042997
090397
090397
090897
120997
121097
121697
050499
050399
050799
050799
3800 E 5500 E
lt 5 lt 5
lt 5 lt 5
6 6
318 D 305 D
13 11
lt 5 lt 5
8800 D 11000 D
lt 5 lt 5
5 J 5 J
9 7
Appendix B Quality Assurance 107
Table B5 Statistical summary of relative percent differences for analytes detected in duplicate ground-water samples collected near Westville Indiana April 1997 through May 1999
[RPD relative percent difference mgL milligram per liter CaCO3 calcium carbonate J concentration is estimated for at least one sample of the pair -- insufficient data E concentration is estimated for at least one sample of the pair sample required dilution to increase accuracy]
Number of Number of Minimum Maximum Median sample pairs
Analyte sample pairs RPD RPD RPD exceeding 25 RPD
Common constituents
Bicarbonate alkalinity 4 19 71 20 0
Hardness (mgL as CaCo3) 4 0 682 122 1
Calcium 6 12 109 19 J 0
Chloride 2 39 98 685 0
Magnesium 6 29 96 114 0
Potassium 6 89 55 J 26 J 0
Sodium 6 25 J 114 J 22 J 0
Sulfate 1 -shy -shy 100 0
Total organic carbon 1 -shy -shy 0 0
Minor elements
Aluminum 4 11 J 223 111 J 0
Antimony 5 0 J 387 J 174 J 2
Arsenic 3 125 J 351 J 225 J 1
Barium 6 0 84 J 29 0
Cadmium 1 -shy -shy 35 0
Chromium 3 87 J 167 J 138 0
Cobalt 2 26 267 1465 1
Copper 5 69 J 400 J 286 J 3
Iron 6 66 110 17 0
Manganese 6 63 116 285 0
Nickel 6 0 222 425 0
Thallium 3 109 J 171 J 560 J 2
Vanadium 2 54 67 605 0
Zinc 4 24 J 122 J 2345 J 2
108 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Table B5 Statistical summary of relative percent differences for analytes detected in duplicate ground-water samples collected near Westville Indiana April 1997 through May 1999mdashContinued
Number of Number of Minimum Maximum Median sample pairs
Analyte sample pairs RPD RPD RPD exceeding 25 RPD
Organic compounds
Vinyl chloride 1 -shy -shy 50 J 0
Chloroethane 1 -shy -shy 0 J 0
Methylene chloride 3 0 J 182 J 0 J 0
11-Dichloroethane 1 -shy -shy 64 0
12-Dichloroethene 1 -shy -shy 0 0
Trichloroethene 1 -shy -shy 35 J 0
Benzene 1 -shy -shy 0 J 0
Tetrachloroethene 1 -shy -shy 80 J 0
Toluene 1 -shy -shy 0 J 0
14-dioxane 7 0 366 E 167 1
Appendix B Quality Assurance 109
110 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e B
6 C
once
ntra
tions
of w
ater
-qua
lity
cons
titue
nts
in e
quip
men
t-rin
se s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
Dece
mbe
r 199
7
[mg
L m
illig
ram
per
lite
r micro
gL
mic
rogr
am p
er li
ter
lt l
ess
than
--
not
sam
pled
J c
once
ntra
tion
is e
stim
ated
]
Dat
e of
sam
ple
Calc
ium
Mag
nesi
umPo
tass
ium
Sodi
umSa
mpl
e co
llect
ion
(mg
L)
(mg
L)
(mg
L)
(mg
L)
EQ
UIP
1 F
06
03
97
016
2 0
012
001
1 0
069
EQ
UIP
2
050
197
32
2
103
1
16
J 6
51 J
EQ
UIP
3K
05
01
97
202
0
79
076
J
479
J
Dat
e of
sam
ple
Alu
min
umA
ntim
ony
Ars
enic
Bar
ium
Ber
ylliu
mCa
dmiu
mCh
rom
ium
Coba
ltCo
pper
Iron
Sa
mpl
e co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
EQ
UIP
1F
060
397
12
4
J lt
3
lt 6
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
15
EQ
UIP
2
050
197
66
6
J lt
2
lt 2
17
5
lt 1
lt
1
lt 1
1
11
103
EQ
UIP
3K
05
01
97
252
lt
2
lt 2
lt
1
lt 1
lt
1
17
lt 1
lt
1
lt 9
Dat
e of
sam
ple
Lead
Man
gane
seM
ercu
ryN
icke
lSe
leni
umSi
lver
Thal
lium
Vana
dium
Zinc
Sa
mpl
e co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
EQ
UIP
1F
060
397
lt
2
lt 1
lt
02
lt
1
lt 4
lt
1
lt 5
lt
1
lt 3
EQ
UIP
2
050
197
lt
1
lt 1
lt
2
J lt
1
lt 3
lt
1
28
J lt
1
76
J
EQ
UIP
3K
05
01
97
lt 1
lt
1
lt 2
lt
1
lt 3
lt
1
27
J lt
1
59
J
Tabl
e B
6 C
once
ntra
tions
of w
ater
-qua
lity
cons
titue
nts
in e
quip
men
t-rin
se s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
Dece
mbe
r 199
7mdashCo
ntin
ued
12-
Dic
hlor
oshyCh
loro
-B
rom
o-Ch
loro
-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eet
hane
chlo
ride
Ace
tone
disu
lfide
ethe
neet
hane
(tota
l)Ch
loro
form
sam
ple
(74-
87-3
)(7
4-83
-9)
(75-
01-4
)(7
5-00
-3)
(75-
09-2
)(6
7-64
-1)
(75-
15-0
)(7
5-35
-4)
(75-
34-3
)(5
40-5
9-0)
(67-
66-3
)Sa
mpl
e co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
SW-m
etho
d1
050
397
lt
10
lt10
lt
10
lt10
lt
10
lt 1
0 J
lt10
lt
10
lt10
lt
10
lt10
SW-m
etho
d2
053
097
lt
10
J lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
BA
ILE
R 1
08
97
lt1
lt 1
lt
1
lt 1
lt
2 18
lt
1
lt 1
lt
1
lt 1
lt
1
PUM
P 1
090
397
lt
1 lt
1
lt 1
lt
1
lt2
15
lt 1
lt
1
lt 1
lt
1
lt 1
PUM
P 2
090
497
lt
1 lt
1
lt 1
lt
1
lt2
15
lt 1
lt
1
lt 1
lt
1
lt 1
PUM
P 1
120
897
lt
1
lt 1
lt
1
lt 1
lt
1
lt 3
lt
3
J lt
1
lt 1
lt
1
lt 1
PUM
P 2
121
197
lt
1
lt 1
lt
1
lt 1
lt
1
49
lt 3
J
lt 1
lt
1
lt 1
lt
1
PUM
P 3
121
197
lt
1
lt 1
lt
1
lt 1
lt
1
lt 3
lt
3
J lt
1
lt 1
lt
1
lt 1
BA
ILE
R 1
12
12
97
lt 1
lt
1
lt 1
lt
1
lt 1
lt
3
lt 2
J
lt 1
lt
1
lt 1
lt
1
PUM
P 4
121
597
lt
1
lt 1
lt
1
lt 1
lt
1
lt 3
lt
4
J lt
1
lt 1
lt
1
lt 1
Appendix B Quality Assurance 111
112 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e B
6 C
once
ntra
tions
of w
ater
-qua
lity
cons
titue
nts
in e
quip
men
t-rin
se s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
Dece
mbe
r 199
7mdashCo
ntin
ued
Bro
mo-
cis-
13-
Dib
rom
oshy1
2-D
ichl
oro-
11
1-Tr
ichl
oro-
Carb
ondi
chlo
ro-
12-
Dic
hlor
o-D
ichl
oro-
Tric
hlor
o-ch
loro
-1
12-
Tric
hlor
o-D
ate
ofet
hane
2-B
utan
one
etha
nete
trac
hlor
ide
met
hane
prop
ane
prop
ene
ethe
nem
etha
neet
hane
Ben
zene
sam
ple
(107
-06-
2)(7
8-93
-3)
(71-
55-6
)(5
6-23
-5)
(75-
27-4
)(7
8-87
-5)
(100
61-0
1-5)
(79-
01-6
)(1
24-4
8-1)
(79-
00-5
)(7
1-43
-2)
Sam
ple
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
SW-m
etho
d1
050
397
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
SW-m
etho
d2
053
097
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
BA
ILE
R 1
08
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PUM
P 1
090
397
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
PUM
P 2
090
497
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
PUM
P 1
120
897
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
PUM
P 2
121
197
lt
1
10
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PUM
P 3
121
197
lt
1
lt 3
lt
1
lt 1
6
lt 1
lt
1
lt 1
3
lt 1
lt
1
BA
ILE
R 1
12
12
97
lt 1
lt
3
lt 1
lt
1
4 lt
1
lt 1
lt
1
3 lt
1
lt 1
PUM
P 4
121
597
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
Tabl
e B
6 C
once
ntra
tions
of w
ater
-qua
lity
cons
titue
nts
in e
quip
men
t-rin
se s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
Dece
mbe
r 199
7mdashCo
ntin
ued
tran
s-1
3-1
12
2shyD
ichl
oro-
4-M
ethy
l-2-
Tetr
achl
oro-
Tetr
achl
oro-
Chlo
ro-
Ethy
lXy
lene
Dat
e of
prop
ene
Bro
mof
orm
pent
anon
e2-
Hex
anon
eet
hene
etha
neTo
luen
ebe
nzen
ebe
nzen
eSt
yren
e(to
tal)
sam
ple
(100
61-0
2-6)
(75-
25-2
)(1
08-1
0-1)
(591
-78-
6)(1
27-1
8-4)
(79-
34-5
)(1
08-8
8-3)
(108
-90-
7)(1
00-4
1-4)
(100
-42-
5)(1
330-
20-7
)Sa
mpl
e co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
SW-m
etho
d 1
050
397
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
SW-m
etho
d2
053
097
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
BA
ILE
R 1
08
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PUM
P 1
090
397
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
PUM
P 2
090
497
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
PUM
P 1
120
897
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
5
J
lt 1
lt
1
lt 1
lt
1
PUM
P 2
121
197
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
PUM
P 3
121
197
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
BA
ILE
R 1
12
12
97
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PUM
P 4
121
597
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
Appendix B Quality Assurance 113
114 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e B
7 C
once
ntra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in tr
ip-b
lank
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il th
roug
h De
cem
ber 1
997
[Che
mic
al A
bstr
act S
ervi
ce (
CA
S) R
egis
try
Num
bers
are
in p
aren
thes
es in
col
umn
head
er micro
gL
mic
rogr
am p
er li
ter
lt l
ess
than
J c
once
ntra
tion
is e
stim
ated
num
ber
give
n is
bel
owqu
antifi
catio
n lim
it]
12-
Dic
hlor
oshyCh
loro
-B
rom
o-Ch
loro
-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eet
hane
chlo
ride
Ace
tone
disu
lfide
ethe
neet
hane
(tota
l)Ch
loro
form
sam
ple
(74-
87-3
)(7
4-83
-9)
(75-
01-4
)(7
5-00
-3)
(75-
09-2
)(6
7-64
-1)
(75-
15-0
)(7
5-35
-4)
(75-
34-3
)(5
40-5
9-0)
(67-
66-3
)Sa
mpl
e co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
TR
P B
LK
1
052
997
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 10
lt
10
3 J
TR
P B
LK
2
050
197
lt
10
J lt
10
lt 1
0 J
lt 1
0 lt
10
lt 1
0 J
lt 1
0 lt
10
10
lt 1
0 2
J
TR
P B
LK
3
052
997
lt
10
lt10
lt
10
lt10
lt
10
lt 1
0 J
lt10
lt
10
lt10
lt
10
3 J
TR
P B
LK
1
090
297
lt
1 lt
1
lt 1
lt
1
lt2
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
TR
P B
LK
2
090
397
lt
1 lt
1
lt 1
lt
1
lt2
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
TR
P B
LK
3
090
497
lt
1 lt
1
lt 1
lt
1
lt2
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
TR
P B
LK
4
090
897
lt
1 lt
1
lt 1
lt
1
lt2
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
TR
P B
LK
1
120
997
lt
1
lt 1
lt
1
lt 1
lt
1
lt 3
lt
3
J lt
1
lt 1
lt
1
lt 1
TR
P B
LK
2
121
097
lt
1
lt 1
lt
1
lt 1
lt
1
lt 3
lt
3
J lt
1
lt 1
lt
1
lt 1
TR
P B
LK
3
121
597
lt
1
lt 1
lt
1
lt 1
lt
1
lt 3
lt
2
J lt
1
lt 1
lt
1
lt 1
Tabl
e B
7 C
once
ntra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in tr
ip-b
lank
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il th
roug
h De
cem
ber 1
997mdash
Cont
inue
d
11
1-B
rom
o-ci
s-1
3-D
ibro
moshy
12-
Dic
hlor
o-Tr
ichl
oro-
Carb
ondi
chlo
ro-
12-
Dic
hlor
o-D
ichl
oro-
Tric
hlor
o-ch
loro
-1
12-
Tric
hlor
o-D
ate
ofet
hane
2-B
utan
one
etha
nete
trac
hlor
ide
met
hane
prop
ane
prop
ene
ethe
nem
etha
neet
hane
Ben
zene
sam
ple
(107
-06-
2)(7
8-93
-3)
(71-
55-6
)(5
6-23
-5)
(75-
27-4
)(7
8-87
-5)
(100
61-0
1-5)
(79-
01-6
)(1
24-4
8-1)
(79-
00-5
)(7
1-43
-2)
Sam
ple
colle
ctio
n (micro
gL)
(micro
gL)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
TR
P B
LK
1
052
997
lt
10
lt10
lt
10
lt10
lt
10
lt 10
lt
10
lt10
lt
10
lt10
lt
10
TR
P B
LK
2
050
197
lt
10
J lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
TR
P B
LK
3
052
997
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
TR
P B
LK
1
090
297
lt
1 lt
5 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
2
090
397
lt
1 lt
5 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
3
090
497
lt
1 lt
5 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
4
090
897
lt
1 lt
5 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
1
120
997
lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
2
121
097
lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
3
121
597
lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
Appendix B Quality Assurance 115
116 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e B
7 C
once
ntra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in tr
ip-b
lank
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il th
roug
h De
cem
ber 1
997mdash
Cont
inue
d
tran
s-1
3-1
12
2shyD
ichl
oro-
4-M
ethy
l-2-
Tetr
achl
oro-
Tetr
achl
oro-
Chlo
ro-
Ethy
lXy
lene
Dat
e of
prop
ene
Bro
mof
orm
pent
anon
e2-
Hex
anon
eet
hene
etha
neTo
luen
ebe
nzen
ebe
nzen
eSt
yren
e(to
tal)
sam
ple
(100
61-0
2-6)
(75-
25-2
)(1
08-1
0-1)
(591
-78-
6)(1
27-1
8-4)
(79-
34-5
)(1
08-8
8-3)
(108
-90-
7)(1
00-4
1-4)
(100
-42-
5)(1
330-
20-7
)Sa
mpl
e co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
TR
P B
LK
1
052
997
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
TR
P B
LK
2
050
197
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
TR
P B
LK
3
052
997
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
lt 10
lt
10
TR
P B
LK
1
090
297
lt
1 lt
1 lt
5 lt
5 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
2
090
397
lt
1 lt
1 lt
5 lt
5 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
3
090
497
lt
1 lt
1 lt
5 lt
5 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
4
090
897
lt
1 lt
1 lt
5 lt
5 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
1
120
997
lt
1 lt
1 lt
2 lt
2 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
2
121
097
lt
1 lt
1 lt
2 lt
2 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
TR
P B
LK
3
121
597
lt
1 lt
1 lt
2 lt
2 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1 lt
1
Appendix C Water Quality
Table C1 On-site measurements of ground-water samples collected near Westville Indiana April 1997 through May 1999
[degC degree Celsius mv millivolt mgL milligram per liter microScm microsiemen per centimeter at 25degC ntu nephelometric turbidity unit -- not measured lt less than]
Oxidation-Date of Temp- reduction Dissolved Specific sample erature pH potential oxygen conductance Turbidity
Well collection (degC) (units) (mv) (mgL) (microScm) (ntu)
B-1 042997 122 710 -35 40 1030 12
090597 119 711 -55 10 973 7
B-2 042997 123 675 -28 61 1110 31
090997 126 660 -46 13 1320 17
B-4 050197 102 636 -50 20 1430 68
090897 111 648 -76 38 1080 -shy
121197 105 638 -6 14 923 2
050499 110 665 161 16 890 1
EP-1 042997 108 772 146 73 554 100
090397 108 751 319 74 501 45
EP-2 042897 109 696 290 62 799 15
090297 107 666 155 35 677 65
120897 105 668 337 13 705 -shy
EP-3 090297 108 726 30 41 795 -shy
120897 105 735 330 304 819 -shy
EP-4 043097 130 703 -shy 56 855 146
090397 119 688 278 63 761 23
121097 117 669 377 46 792 11
LP-1 090297 111 695 188 85 678 0
LP-2 043097 108 702 -shy 24 684 90
090397 110 678 341 28 633 22
121097 109 678 374 28 681 2
LP-3 043097 103 735 gt 200 50 647 175
090397 118 710 103 52 630 14
121097 114 695 332 15 657 23
118 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Table C1 On-site measurements of ground-water samples collected near Westville Indiana April 1997 through May 1999mdashContinued
Oxidation-Date of Temp- reduction Dissolved Specific sample erature pH potential oxygen conductance Turbidity
Well collection (degC) (units) (mv) (mgL) (microScm) (ntu)
MW-1S 050197 110 701 -shy 016 756 65
090997 132 680 -65 08 960 2
121097 126 669 104 15 928 3
050599 124 691 207 05 829 1
MW-1D 043097 122 745 -129 75 1160 4
090997 122 728 -118 07 848 6
121097 109 708 16 76 708 -shy
050499 121 692 -shy 08 1100 -shy
MW-2S 050197 110 624 33 16 1010 5
090997 118 620 -32 08 1160 18
121597 118 633 -43 18 952 0
050399 113 622 240 11 630 27
MW-2D 050197 127 678 -100 08 1450 12
090997 130 681 -120 05 1310 19
121597 124 669 -196 17 1280 6
050399 129 693 111 05 1010 32
MW-2MD 050197 124 728 -145 30 509 4
090897 128 750 -189 05 528 -shy
121297 120 707 -157 08 510 -shy
050599 138 710 109 19 481 -shy
MW-2XD 050197 122 615 -shy 08 3640 2
090897 127 622 -61 05 3450 -shy
121297 120 601 -115 12 3630 -shy
050599 124 616 193 67 3780 1
MW-3S 050197 109 702 13 21 1480 29
090897 121 656 -56 45 1260 -shy
050499 114 644 203 32 1630 1
Appendix C Water Quality 119
Table C1 On-site measurements of ground-water samples collected near Westville Indiana April 1997 through May 1999mdashContinued
Oxidation-Date of Temp- reduction Dissolved Specific sample erature pH potential oxygen conductance Turbidity
Well collection (degC) (units) (mv) (mgL) (microScm) (ntu)
MW-3D 050197 148 722 -66 35 1320 83
090897 140 702 -68 47 1100 -shy
050499 166 688 193 58 1500 3
MW-4S 042997 91 738 334 -shy 800 54
090597 158 677 242 08 842 -shy
121597 124 682 202 11 863 24
MW-4D 042997 129 707 -109 -shy 1770 4
090497 120 660 -103 05 2210 15
121297 112 668 -317 06 2330 1
MW-4XD 042997 131 628 -57 -shy 2900 12
090597 129 615 -45 1 3510 -shy
121297 113 596 -226 09 3720 9
MW-5S 043097 103 689 227 30 439 10
090497 128 614 298 82 351 16
120997 117 639 259 45 533 1
MW-5D 043097 119 768 35 15 820 2
090497 120 712 72 05 693 2
120997 112 724 18 04 680 1
MW-5XD 043097 115 75 72 17 458 1
090497 117 718 73 04 448 3
120997 112 733 329 04 476 1
MW-6S 050197 91 675 -120 14 630 163
090997 134 666 -140 12 652 -shy
050599 104 650 135 07 812 4
MW-6D 050197 120 736 -83 10 1290 10
090997 123 715 -117 08 1350 15
121197 114 686 -83 18 1250 2
050599 124 682 185 16 1810 -shy
120 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Table C1 On-site measurements of ground-water samples collected near Westville Indiana April 1997 through May 1999mdashContinued
Oxidation-Date of Temp- reduction Dissolved Specific sample erature pH potential oxygen conductance Turbidity
Well collection (degC) (units) (mv) (mgL) (microScm) (ntu)
MW-7S 042897 127 757 98 92 565 39
090297 117 697 372 80 504 31
120997 104 719 419 70 557 3
050399 117 688 728 65 652 7
MW-7D 042897 118 780 -85 26 602 9
090297 119 708 -98 05 520 35
120897 104 742 -109 07 593 -shy
050399 111 706 162 57 605 2
MW-7XD 050197 107 790 -89 18 515 15
090297 120 713 -155 04 437 42
120897 100 742 -167 07 481 0
050399 85 724 107 14 541 2
MW-8S 042997 98 748 -206 -shy 970 8
090997 175 727 -148 08 806 12
121097 123 724 5 11 738 11
MW-8D 042997 122 703 -shy 18 1640 35
090997 122 688 -141 08 1600 8
121097 111 665 7 12 1510 0
MW-9S 042997 111 736 -shy 19 778 lt 1
090397 130 728 -43 36 491 113
120997 116 738 -92 26 475 -shy
MW-9XD 042997 118 755 -shy 04 330 16
090397 116 755 -156 07 523 18
120997 113 754 -153 05 504 2
MW-10S 060397 108 702 -1 12 1620 -shy
090897 154 695 -145 05 1520 71
120997 110 691 -70 10 1240 13
051099 116 684 200 18 2040 4
Appendix C Water Quality 121
Table C1 On-site measurements of ground-water samples collected near Westville Indiana April 1997 through May 1999mdashContinued
Oxidation-Date of Temp- reduction Dissolved Specific sample erature pH potential oxygen conductance Turbidity
Well collection (degC) (units) (mv) (mgL) (microScm) (ntu)
MW-10XD 060397 119 743 -128 005 1530 26
090897 126 725 -217 04 1410 4
120997 111 718 -139 04 1580 -shy
051099 127 714 106 07 1950 -shy
MW-11S 060397 100 703 157 76 1010 10
090497 115 681 111 78 908 34
120997 109 677 250 50 921 21
MW-11D 060397 111 722 -74 09 729 18
090497 111 703 -96 07 720 0
120997 102 700 -147 09 696 0
MW-11XD 060397 112 768 -157 06 496 42
090497 114 747 -169 14 504 4
120997 104 744 -222 07 484 0
MW-12 091097 107 552 181 62 503 -shy
121197 94 568 568 70 393 -shy
MW-13S 121097 106 695 109 34 560 7
MW-13D 121097 104 714 -102 04 575 0
MW-13XD 121097 109 691 -122 04 1650 3
MW-14S 121197 106 477 52 14 528 12
050799 105 720 291 03 570 1
MW-14D 121097 109 688 -117 05 1820 10
050799 119 667 160 04 2160 1
MW-14XD 121097 109 583 -70 08 4750 1
050799 117 583 202 16 5770 0
MW-15S 120997 120 686 34 42 997 14
050799 113 693 182 34 1740 10
MW-15MD 120997 108 676 -122 06 1810 0
050799 141 696 144 07 2150 4
122 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Table C1 On-site measurements of ground-water samples collected near Westville Indiana April 1997 through May 1999mdashContinued
Oxidation-Date of Temp- reduction Dissolved Specific sample erature pH potential oxygen conductance Turbidity
Well collection (degC) (units) (mv) (mgL) (microScm) (ntu)
MW-15XD 120997 109 668 -154 182 2740 01
050799 116 660 167 10 3870 21
MW-16S 121197 105 667 32 57 1190 15
050699 95 678 216 15 2570 0
MW-16D 121197 109 678 -20 12 763 15
050699 116 701 163 28 941 1
MW-16XD 121197 109 715 -223 07 625 0
50699 111 733 107 11 820 0
MW-17MD 121697 111 705 -231 08 901 0
050699 114 708 143 11 1020 -shy
MW-17XD 121697 109 722 -230 10 992 0
050699 117 730 106 05 1020 1
MW-18S 121197 110 689 300 13 567 38
051199 98 716 686 27 686 5
MW-18XD 121197 109 710 -21 44 371 0
051199 116 736 108 12 463 0
PZ-1S 090397 114 693 343 93 555 11
PZ-1MD 090397 119 712 -132 05 384 4
PZ-1XD 090397 118 707 -113 04 410 3
PZ-3S 090397 115 711 348 91 493 11
PZ-3MD 090497 117 709 -133 04 500 40
PZ-3XD 090397 119 710 -118 04 400 4
MUN-1 090397 118 823 103 05 588 -shy
121697 -shy -shy -shy -shy -shy -shy
050699 -shy -shy -shy -shy -shy -shy
WP-P 121197 94 442 90 21 524 -shy
WP-2 121197 108 448 51 15 849 -shy
WP-3 121197 104 443 74 104 784 -shy
Appendix C Water Quality 123
124 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tab
le C
2 C
once
ntra
tions
of c
omm
on c
onst
ituen
ts in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
prilndash
June
199
7
[mg
L m
illig
ram
per
lite
r C
aCO
3 C
alci
um c
arbo
nate
--
not s
ampl
ed J
con
cent
ratio
n is
est
imat
ed lt
les
s th
an gt
gre
ater
than
]
Bi-
Am
mon
iaTo
tal
Tota
lD
ate
ofca
rbon
ate
asH
ardn
ess
Kjel
dahl
orga
nic
sam
ple
alka
linity
nitr
ogen
(mg
L as
Calc
ium
Chlo
ride
Mag
nesi
umPo
tass
ium
Sodi
umSu
lfate
nitr
ogen
carb
onW
ell
colle
ctio
n (m
gL)
(m
gL)
Ca
C03)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(p
erce
nt)
B-1
04
29
97
388
--38
8 98
9
72
290
1
8 J
646
J
12
---shy
B-2
04
29
97
282
--50
6 13
7 --
366
1
29
J 24
8 J
--
---shy
B-4
05
01
97
522
--65
5 18
1 52
43
1
615
J
225
J
305
--43
EP-
1 04
29
97
136
--25
8 71
2
J 32
25
6
J 6
21
J 2
24
J 4
---shy
EP-
2 04
28
97
278
--28
0 11
4 30
30
0
134
J
755
J
60
---shy
EP-
4 04
30
97
--lt
05
248
107
J 26
37
7
J 19
2
J 11
6
J 40
lt
1
lt 3
LP-
2 04
30
97
168
--32
0 70
3
56
298
1
56
J 17
2
J 30
--
-shy
LP-
3 04
30
97
246
--31
2 80
6
J 15
33
8
J 3
68
J 10
6
J 84
--
-shy
MW
-1S
050
197
31
6 lt
05
386
914
34
34
0
674
J
154
J
38
lt 1
5
MW
-1D
04
30
97
265
lt 0
5 32
8 75
0
J 18
4 25
5
J 1
71
J 94
3
J 10
4 lt
1
31
MW
-2S
050
197
34
0 --
420
111
J 56
27
5
J 5
46
J 33
5
J 14
0 --
46
MW
-2D
05
01
97
650
48
290
145
144
267
2
62
J 97
2
J 5
202
55
MW
-2M
D
050
197
25
0 lt
05
294
738
J
23
214
J
996
J
837
J
38
lt 1
4
3
MW
-2X
D
050
197
85
2 2
7 2
360
522
gt 1
32
212
195
J
365
J
gt 3
75
465
-shy
MW
-3S
050
197
58
0 2
73
gt 8
20
204
66
666
3
31
J 18
7
J 26
5 3
69
15
MW
-3D
05
01
97
446
176
57
8 15
4 J
100
669
4
40
J 26
2
J 25
2 2
26
14
MW
-4S
042
997
30
1 --
470
966
62
40
4
210
J
218
J
72
---shy
MW
-4D
04
29
97
466
--87
6 21
4 79
0 82
7
230
J
864
J
8 --
-shy
MW
-4X
D
042
997
1
080
27
262
0 51
2 gt
260
22
8 3
24
J 42
1
J gt
375
4
44
15
Tab
le C
2 C
once
ntra
tions
of c
omm
on c
onst
ituen
ts in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
prilndash
June
199
7mdashCo
ntin
ued
Bi-
Am
mon
iaTo
tal
Tota
lD
ate
ofca
rbon
ate
asH
ardn
ess
Kjel
dahl
orga
nic
sam
ple
alka
linity
nitr
ogen
(mg
L as
Calc
ium
Chlo
ride
Mag
nesi
umPo
tass
ium
Sodi
umSu
lfate
nitr
ogen
carb
onW
ell
colle
ctio
n (m
gL)
(m
gL)
Ca
C03)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(m
gL)
(p
erce
nt)
MW
-5S
043
097
12
3 --
212
516
44
17
9
317
J
983
J
60
---shy
MW
-5D
04
30
97
280
--47
2 10
7 66
37
9 1
13
J 24
5
J 12
8 --
-shy
MW
-5X
D
043
097
--
--28
6 71
3
lt 2
0 23
3
748
J
228
J
92
---shy
MW
-6S
050
197
--
----
443
--
116
2
42
J 30
2
J --
---shy
MW
-6D
05
01
97
325
--27
8 64
2
436
225
3
02
J 14
7 J
4 --
-shy
MW
-7S
042
897
20
3 --
314
718
lt
20
264
8
65
J 3
09
32
---shy
MW
-7D
04
28
97
183
--35
8 81
3
16
309
9
10
J 3
46
J 13
2 --
-shy
MW
-7X
D
050
197
24
5 lt
05
298
668
lt
10
248
9
70
J 6
52
J 4
86
lt 3
MW
-8S
042
997
--
--27
2 11
6 J
88
300
J
449
J
296
J
0 --
-shy
MW
-8D
04
29
97
375
--65
2 16
9 38
0 57
8 2
44
J 64
9
J 0
---shy
MW
-9S
042
997
23
2 --
236
998
58
30
0
169
J
139
J
76
---shy
MW
-9X
D
042
997
26
1 --
280
693
lt
20
274
1
34
J 16
6
J 0
---shy
MW
-10S
06
03
97
----
--86
2
--25
9
384
16
5 J
----
-shy
MW
-10X
D
060
397
--
----
139
--58
3
263
52
2
J --
---shy
MW
-11S
06
03
97
----
--12
9 --
544
3
51
380
J
----
-shy
MW
-11D
06
03
97
----
--86
8
--34
4
679
4
07
J --
---shy
MW
-11X
D
060
397
--
----
590
--
238
8
66
101
J
----
-shy
Appendix C Water Quality 125
126 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C3
Con
cent
ratio
ns o
f min
or e
lem
ents
in g
roun
d-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
ilndashJu
ne 1
997
[microg
L m
icro
gram
per
lite
r lt
les
s th
an J
con
cent
ratio
n is
est
imat
ed]
Dat
e of
sam
ple
Alu
min
umA
ntim
ony
Ars
enic
Bar
ium
Ber
ylliu
mCa
dmiu
mCh
rom
ium
Coba
ltCo
pper
Iron
W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
B-1
04
29
97
lt 9
3
J 4
2 45
2
lt 1
lt
1
lt 1
1
4 lt
1
351
0
B-2
04
29
97
lt 9
3
4 J
6 49
3
lt 1
lt
1
lt 1
9
9 4
4 4
640
B-4
05
01
97
137
5
0 J
20
115
lt 1
lt
1
13
33
lt 1
29
600
EP-
1 04
29
97
463
J lt
2
lt 2
11
8
J lt
1
lt 1
2
6 J
22
J 4
4 J
776
EP-
2 04
28
97
185
26
J lt
2
455
lt
1
lt 1
1
2 14
2
39
477
EP-
4 04
30
97
705
J 3
1 J
23
J 51
6
J lt
1
lt 1
63
4
69
81
J 2
840
LP-
2 04
30
97
343
35
J 2
1 18
8
lt 1
lt
1
27
22
25
129
0
LP-
3 04
30
97
586
J 2
9 J
38
J 66
0
J lt
1
lt 1
2
7 J
16
J 1
1 J
128
0
MW
-1S
050
197
lt
9
lt 2
4
1 35
3
lt 1
lt
1
14
28
lt 1
3
120
MW
-1D
04
30
97
163
J
22
J 2
6 J
493
J
lt 1
lt
1
lt 1
lt
1
32
J 1
660
MW
-2S
05
01
97
138
J 3
7 J
99
J 70
9
J lt
1
56
13
J 11
3 lt
1
151
00
MW
-2D
05
01
97
102
91
J lt
2
689
lt
1
lt 1
2
4 lt
1
27
183
00
MW
-2M
D
050
197
23
6
J 2
1 J
61
J 30
8
J lt
1
lt 1
lt
1
lt 1
lt
1
648
0
MW
-2X
D
050
197
1
120
J 2
5 J
30
J 21
7
J lt
1
lt 1
2
4 J
lt 1
3
6 J
377
00
MW
-3S
050
197
33
5
J 2
4 J
103
J
664
J
lt 1
lt
1
lt 1
9
9 7
5 J
157
00
MW
-3D
05
01
97
352
J
25
J 3
1 J
51
J lt
1
lt 1
2
4 J
19
J 24
7
J 5
730
MW
-4S
042
997
lt
9
27
J 4
5 82
8
lt 1
lt
1
lt 1
1
6 2
185
MW
-4D
04
29
97
lt 9
3
3 J
79
186
lt 1
lt
1
lt 1
1
5 lt
1
104
00
MW
-4X
D
042
997
lt
9
40
J 5
4 21
1
lt 1
lt
1
15
lt 1
2
651
00
Tabl
e C3
Con
cent
ratio
ns o
f min
or e
lem
ents
in g
roun
d-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
ilndashJu
ne 1
997mdash
Cont
inue
d
Dat
e of
sam
ple
Alu
min
umA
ntim
ony
Ars
enic
Bar
ium
Ber
ylliu
mCa
dmiu
mCh
rom
ium
Coba
ltCo
pper
Iron
W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
MW
-5S
043
097
32
8 2
3 J
lt 2
54
4
lt 1
lt
1
21
37
109
1
120
MW
-5D
04
30
97
lt 9
lt
2
52
427
lt
1
lt 1
lt
1
28
28
430
MW
-5X
D
043
097
lt
9
lt 2
lt
2
290
lt
1
lt 1
lt
1
22
12
668
MW
-6S
050
197
9
3 2
1 J
294
81
5
lt 1
lt
1
lt 1
3
1 2
8 69
300
MW
-6D
05
01
97
lt 9
lt
2
43
976
lt
1
lt 1
1
3 3
3 lt
1
296
00
MW
-7S
042
897
9
J lt
2
lt 2
14
5
14
J lt
1
14
17
J 1
9 31
5 J
MW
-7D
04
28
97
lt 9
lt
2
lt 2
13
0
lt 1
lt
1
lt 1
lt
1
lt 1
91
8
MW
-7X
D
050
197
10
0 2
3 J
75
176
lt 1
lt
1
12
lt 1
1
3 1
730
MW
-8S
042
997
61
2 J
lt 2
3
5 J
706
J
lt 1
lt
1
53
J 1
2 J
24
J 4
650
MW
-8D
04
29
97
116
J
44
J 3
6 J
176
lt 1
lt
1
lt 1
1
4 J
lt 1
5
740
MW
-9S
042
997
22
9 2
3 J
lt 2
55
4
lt 1
lt
1
31
17
19
354
0
MW
-9X
D
042
997
33
4
lt 2
lt
2
175
lt 1
lt
1
22
lt 1
lt
1
150
0
MW
-10S
06
03
97
182
J 4
7 J
lt 6
94
7
lt 1
lt
1
lt 1
1
5 6
8 J
294
0
MW
-10D
06
03
97
287
J
68
J lt
6
498
lt 1
lt
1
lt 1
lt
1
99
253
0
MW
-11S
06
03
97
123
0 5
1 J
86
700
lt
1
lt 1
2
4 9
7 38
5
438
0
MW
-11D
06
03
97
181
J
63
J lt
6
281
lt
1
lt 1
lt
1
lt 1
2
8 J
148
0
MW
-11X
D
060
397
15
9
J 3
1 J
lt 6
18
8 lt
1
lt 1
lt
1
lt 1
1
4 J
153
0
Appendix C Water Quality 127
128 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C3
Con
cent
ratio
ns o
f min
or e
lem
ents
in g
roun
d-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
ilndashJu
ne 1
997mdash
Cont
inue
d
Dat
e of
sam
ple
Lead
Man
gane
seM
ercu
ryN
icke
lSe
leni
umSi
lver
Thal
lium
Vana
dium
Zinc
W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
B-1
04
29
97
lt 1
47
9 lt
02
14
lt 3
J
lt 1
lt
2
lt 1
5
8
B-2
04
29
97
lt 1
3
360
lt 2
19
lt
3
J lt
1
lt 2
lt
1
45
B-4
05
01
97
lt 1
82
4 lt
2
112
lt
3
J lt
1
48
J lt
1
16
EP-
1 04
29
97
lt 1
26
3
2
J 3
6 lt
3
lt 1
lt
2
14
105
J
EP-
2 04
28
97
lt 1
1
960
lt 2
16
lt
3
J lt
1
lt 2
lt
1
438
EP-
4 04
30
97
31
61
lt 2
J
271
lt
3
lt 1
6
0 J
26
246
J
LP-
2 04
30
97
lt 1
26
lt
2
49
lt 3
J
lt 1
lt
2
lt 1
15
6
LP-
3 04
30
97
lt 1
10
4 lt
2
J 1
8 lt
3
lt 1
lt
2
13
175
J
MW
-1S
050
197
lt
1
134
lt 2
2
6 lt
3
J lt
1
21
J lt
1
62
MW
-1D
04
30
97
lt 1
13
7 lt
2
J lt
1
lt 3
lt
1
41
J lt
1
26
J
MW
-2S
050
197
lt
1
350
0 lt
2
J 18
2 lt
3
lt 1
5
J
19
503
J
MW
-2D
05
01
97
lt 1
15
3 lt
2
182
lt
3
J lt
1
lt 2
J
lt 1
21
6
MW
-2M
D
050
197
lt
1
762
lt
2
J 1
8 lt
3
lt 1
3
0 J
lt 1
3
4 J
MW
-2X
D
050
197
lt
1
434
lt 2
J
52
lt 3
lt
1
58
J 3
1 41
5
J
MW
-3S
050
197
lt
1
819
lt 2
J
98
lt 3
lt
1
51
J lt
1
58
J
MW
-3D
05
01
97
lt 1
46
7 lt
2
J 5
5 lt
3
lt 1
2
5 J
lt 1
7
8 J
MW
-4S
042
997
lt
1
296
lt 2
2
1 lt
3
J lt
1
lt 2
lt
1
45
MW
-4D
04
29
97
lt 1
17
9 lt
2
16
lt 3
J
lt 1
lt
2
J lt
1
lt 1
MW
-4X
D
042
997
lt
1
160
lt 2
82
7
lt 3
J
lt 1
6
3 J
lt 1
6
1
Tabl
e C3
Con
cent
ratio
ns o
f min
or e
lem
ents
in g
roun
d-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
ilndashJu
ne 1
997mdash
Cont
inue
d
Dat
e of
sam
ple
Lead
Man
gane
seM
ercu
ryN
icke
lSe
leni
umSi
lver
Thal
lium
Vana
dium
Zinc
W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
MW
-5S
043
097
lt
1
162
lt 2
24
9
lt 3
J
lt 1
lt
2
lt 1
47
1
MW
-5D
04
30
97
lt 1
25
6 lt
2
36
lt 3
J
lt 1
lt
2
lt 1
2
7
MW
-5X
D
043
097
lt
1
410
lt 2
1
8 lt
3
J lt
1
lt 2
lt
1
81
MW
-6S
050
197
lt
1
606
lt 2
2
5 lt
3
J lt
1
94
J lt
1
59
MW
-6D
05
01
97
lt 1
84
6
lt 2
1
7 lt
3
J lt
1
26
J lt
1
16
MW
-7S
042
897
lt
1
78
lt 2
1
1 lt
3
lt 1
3
3 J
lt 1
7
3 J
MW
-7D
04
28
97
lt 1
99
2
lt 2
1
3 lt
3
J lt
1
lt 2
lt
1
28
MW
-7X
D
050
197
lt
1
822
lt
2
57
lt 3
J
lt 1
lt
2
lt 1
6
4
MW
-8S
042
997
lt
1
204
lt 2
J
4 lt
3
lt 1
4
0 J
13
114
J
MW
-8D
04
29
97
lt 1
15
8 lt
2
J 9
2 lt
3
lt 1
4
0 J
lt 1
3
3 J
MW
-9S
042
997
2
173
lt 2
3
5 lt
3
J lt
1
lt 2
lt
1
125
MW
-9X
D
042
997
lt
1
38
lt 2
lt
1
lt 3
J
lt 1
lt
2
lt 1
9
2
MW
-10S
06
03
97
lt 2
19
7 lt
2
lt 1
5
4 lt
1
97
J lt
1
47
MW
-10D
06
03
97
lt 2
56
5
lt 2
3
6 lt
4
lt 1
lt
5
lt 1
lt
3
MW
-11S
06
03
97
87
142
lt 2
20
3
lt 4
1
1 J
lt 5
3
1 53
2
MW
-11D
06
03
97
lt 2
90
4
lt 2
1
5 lt
4
lt 1
lt
5
lt 1
lt
3
MW
-11X
D
060
397
lt
2
197
lt
2
lt 1
lt
4
14
J lt
5
lt 1
lt
3
Appendix C Water Quality 129
130 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9
[Che
mic
al A
bstr
act S
ervi
ce (
CA
S) R
egis
try
Num
bers
are
in p
aren
thes
es in
col
umn
head
er micro
gL
mic
rogr
am p
er li
ter
lt l
ess
than
E c
once
ntra
tion
is e
stim
ated
sam
ple
requ
ired
dilu
tion
to in
crea
se a
ccur
acy
J c
once
ntra
tion
is e
stim
ated
num
ber
give
n is
bel
ow q
uant
ifica
tion
limit
D s
ampl
e w
as d
ilute
d H
con
cent
ratio
n is
est
imat
ed r
esul
t is
bias
ed h
igh
R d
ata
not u
sabl
e]
12-
Dic
hlor
oshyCh
loro
-B
rom
o-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eCh
loro
etha
nech
lori
deA
ceto
nedi
sulfi
deet
hene
etha
ne(to
tal)
Chlo
rofo
rmsa
mpl
e(7
4-87
-3)
(74-
83-9
)(7
5-01
-4)
(75-
00-3
)(7
5-09
-2)
(67-
64-1
)(7
5-15
-0)
(75-
35-4
)(7
5-34
-3)
(540
-59-
0)(6
7-66
-3)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
B-1
04
29
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 4
J lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
597
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1lt
1a
B-2
04
29
97
lt 3
3 J
lt 3
3 61
11
J
lt 3
3 lt
33
lt 3
3 lt
33
150
150
0 lt
33
090
997
lt
1 lt
1 47
E
4
lt2
lt 5
lt
1 6
J
150
E
lt1
1
420b
B-4
05
01
97
lt 2
5J
lt 2
5 J
lt 2
5 J
390
J 6
J lt
25
J lt
25
J lt
25
J 16
0J
lt 2
5 J
240
J
090
897
lt
1 lt
1 lt
1 52
0E
4
lt 5
lt
1 lt
1 14
0E
9
c J
lt 1
121
197
lt
1 lt
1 8
J 62
0D
4
lt 3
lt
2
J lt
1
140
D
lt 1
lt 1
a
050
499
lt
10
lt10
lt
10
240
7 J
lt 1
0 lt
10
lt10
19
lt
10
lt10
EP-
1 04
29
97
lt10
lt
10
lt10
lt
10
lt10
lt
10
J lt
10
lt10
lt
10
lt10
lt
10
090
397
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1a lt
1
EP-
2 04
28
97
lt10
lt
10
lt10
lt
10
lt10
lt
10
J lt
10
lt10
lt
10
lt10
lt
10
090
297
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1a lt
1
120
897
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a lt
1
EP-
3 09
02
97
lt1
lt1
lt1
lt 1
lt
2 lt
5
lt1
lt1
lt1
lt1
lt 1
a
120
897
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a lt
1
EP-
4 04
30
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
397
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1lt
1a
121
097
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1lt
1a
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
12-
Dic
hlor
oshyCh
loro
-B
rom
o-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eCh
loro
etha
nech
lori
deA
ceto
nedi
sulfi
deet
hene
etha
ne(to
tal)
Chlo
rofo
rmsa
mpl
e(7
4-87
-3)
(74-
83-9
)(7
5-01
-4)
(75-
00-3
)(7
5-09
-2)
(67-
64-1
)(7
5-15
-0)
(75-
35-4
)(7
5-34
-3)
(540
-59-
0)(6
7-66
-3)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
LP-
1
090
297
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
LP-
2
043
097
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
397
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a lt
1
LP-
3
043
097
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
397
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
121
097
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1 a lt
1
MW
-1S
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
2J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
86
J 91
J lt
10
J
090
997
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 78
E
10
1dE
lt1
121
097
lt
1 lt
1 6
J 2
lt1
lt 3
lt
3
J 6
49
D
68e
D lt
1
050
599
lt
10
lt10
lt
10
lt10
lt
10
lt 1
0 lt
10
lt10
57
70
lt
10
MW
-1D
04
30
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
997
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1
lt 1
a lt
1
121
097
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
050
499
lt
10
lt10
lt
10
lt10
3
J lt
10
lt10
lt
10
lt10
lt
10
lt10
MW
-2S
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt10
J 90
J
6J
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
997
lt
1 lt
1 lt
1 74
E
4 lt
5
lt1
lt1
lt1
lt 1
a lt
1
121
597
lt
1 lt
1 lt
1 12
0D
5
lt 3
lt
2
J lt
1 lt
1 lt
1a
lt1
050
499
lt
10
lt10
lt
10
52
H
4 J
lt 1
0 lt
10
lt10
lt
10
lt10
lt
10
Appendix C Water Quality 131
132 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
12-
Dic
hlor
oshyCh
loro
-B
rom
o-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eCh
loro
etha
nech
lori
deA
ceto
nedi
sulfi
deet
hene
etha
ne(to
tal)
Chlo
rofo
rmsa
mpl
e(7
4-87
-3)
(74-
83-9
)(7
5-01
-4)
(75-
00-3
)(7
5-09
-2)
(67-
64-1
)(7
5-15
-0)
(75-
35-4
)(7
5-34
-3)
(540
-59-
0)(6
7-66
-3)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-2D
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
997
lt
1 lt
1 lt
1
lt1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
121
597
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
050
499
lt
10
lt10
lt
10
lt10
3
J lt
10
lt10
lt
10
lt10
lt
10
lt10
MW
-2M
D
050
197
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
897
lt
1 lt
1 lt
1 lt
1 lt
2 lt
5
lt1
lt1
lt1
lt1 a
lt1
121
297
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
050
599
lt
10
lt10
lt
10
lt10
lt
10
lt 1
0 lt
10
lt10
lt
10
lt10
lt
10
MW
-2X
D
050
197
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
897
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
121
297
lt
1 R
lt
1 R
lt
1 R
lt
1
R
lt1
R
lt 3
R
lt
3R
lt
1 R
lt
1 R
lt
1a
R lt
1
R
050
599
lt
10
lt10
lt
10
lt10
lt
10
lt 1
0 lt
10
lt10
lt
10
lt10
lt
10
MW
-3S
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
15
J 22
J lt
10
J
090
897
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 14
f lt
1
050
499
lt
10
lt 1
0 3
J lt
10
3 J
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-3D
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
897
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
050
499
lt
10
lt 1
0 lt
10
lt 1
0 3
J lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
12-
Dic
hlor
oshyCh
loro
-B
rom
o-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eCh
loro
etha
nech
lori
deA
ceto
nedi
sulfi
deet
hene
etha
ne(to
tal)
Chlo
rofo
rmsa
mpl
e(7
4-87
-3)
(74-
83-9
)(7
5-01
-4)
(75-
00-3
)(7
5-09
-2)
(67-
64-1
)(7
5-15
-0)
(75-
35-4
)(7
5-34
-3)
(540
-59-
0)(6
7-66
-3)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-4S
04
29
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
597
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
121
597
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
MW
-4D
04
29
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
497
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
121
297
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
MW
-4X
D
042
997
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
6 J
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
597
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
121
297
lt
1 R
lt
1 R
lt
1 R
lt
1
R
lt1
R
lt 3
R
lt
3R
lt
1 R
lt
1 R
lt
1 aR
lt1
R
MW
-5S
04
30
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
1J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
497
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
120
997
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
2
J lt
1 lt
1 lt
1a
lt1
MW
-5D
04
30
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
497
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
120
997
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
MW
-5X
D
043
097
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
497
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
120
997
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1 a lt
1
Appendix C Water Quality 133
134 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
12-
Dic
hlor
oshyCh
loro
-B
rom
o-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eCh
loro
etha
nech
lori
deA
ceto
nedi
sulfi
deet
hene
etha
ne(to
tal)
Chlo
rofo
rmsa
mpl
e(7
4-87
-3)
(74-
83-9
)(7
5-01
-4)
(75-
00-3
)(7
5-09
-2)
(67-
64-1
)(7
5-15
-0)
(75-
35-4
)(7
5-34
-3)
(540
-59-
0)(6
7-66
-3)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-6S
05
01
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 8
J lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
997
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a lt
1
050
599
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-6D
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
997
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
121
197
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
050
599
lt
10
lt 1
0 lt
10
lt 1
0 3
J lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
MW
-7S
04
28
97
lt 1
0 J
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
297
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
120
997
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
050
399
lt
10
lt 1
0 lt
10
lt 1
0 3
J lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
MW
-7D
04
28
97
lt 1
0 J
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
297
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
120
897
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
050
399
lt
10
lt 1
0 lt
10
lt 1
0 3
J lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
MW
-7X
D
050
197
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 J
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
297
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
120
897
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
050
399
lt
10
lt 1
0 lt
10
lt 1
0 3
J lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
12-
Dic
hlor
oshyCh
loro
-B
rom
o-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eCh
loro
etha
nech
lori
deA
ceto
nedi
sulfi
deet
hene
etha
ne(to
tal)
Chlo
rofo
rmsa
mpl
e(7
4-87
-3)
(74-
83-9
)(7
5-01
-4)
(75-
00-3
)(7
5-09
-2)
(67-
64-1
)(7
5-15
-0)
(75-
35-4
)(7
5-34
-3)
(540
-59-
0)(6
7-66
-3)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-8S
042
997
lt
10
lt10
lt
10
lt10
lt
10
lt 1
0 J
lt10
lt
10
lt10
lt
10
lt10
090
997
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
MW
-8D
04
29
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
997
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
MW
-9S
042
997
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
397
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
MW
-9X
D
042
997
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
397
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
MW
-10S
06
03
97
lt10
lt
10
lt10
lt
10
lt10
lt
10
J lt
10
lt10
lt
10
lt10
lt
10
090
897
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
MW
-10X
D
060
397
lt
10
lt10
lt
10
lt10
lt
10
lt 1
0 J
lt10
lt
10
lt10
lt
10
lt10
090
897
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
MW
-11S
06
03
97
lt10
lt
10
lt10
lt
10
lt10
lt
10
J lt
10
lt10
lt
10
lt10
lt
10
090
497
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
MW
-11D
06
03
97
lt10
lt
10
lt10
lt
10
lt10
lt
10
J lt
10
lt10
lt
10
lt10
lt
10
090
497
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
MW
-11X
D
060
397
lt
10
lt10
lt
10
lt10
lt
10
lt 1
0 J
lt10
lt
10
lt10
lt
10
lt10
090
497
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
Appendix C Water Quality 135
136 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
12-
Dic
hlor
oshyCh
loro
-B
rom
o-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eCh
loro
etha
nech
lori
deA
ceto
nedi
sulfi
deet
hene
etha
ne(to
tal)
Chlo
rofo
rmsa
mpl
e(7
4-87
-3)
(74-
83-9
)(7
5-01
-4)
(75-
00-3
)(7
5-09
-2)
(67-
64-1
)(7
5-15
-0)
(75-
35-4
)(7
5-34
-3)
(540
-59-
0)(6
7-66
-3)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-12
091
097
lt
1 lt
1 lt
1 lt
1
lt2
lt 5
lt
1 lt
1 lt
1 lt
1 a
lt1
121
197
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
MW
-13S
12
10
97
lt1
lt1
lt1
lt 1
lt
1 lt
3
lt 3
J
lt1
lt1
lt 1
a lt
1
MW
-13D
12
10
97
lt1
lt1
lt1
lt 1
lt
1 lt
3
lt 3
J
lt1
lt1
lt 1
a lt
1
MW
-13X
D
121
097
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
MW
-14S
12
11
97
lt1
lt1
lt1
lt 1
1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
MW
-14D
12
10
97
lt1
lt1
lt1
lt 1
lt
1 lt
3
lt 3
J
lt1
lt1
lt 1
a lt
1
MW
-14X
D
121
097
lt
1 R
lt
1 R
lt
1 R
lt
1
R
lt1
R
lt 3
R
lt
3R
lt
1 R
lt
1 R
lt
1a
R lt
1
R
MW
-15S
12
09
97
lt1
lt1
lt1
lt 1
lt
1 lt
3
lt 3
J
lt1
lt1
lt 1
a lt
1
MW
-15M
D
120
997
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
MW
-15X
D
120
997
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
2
J lt
1 lt
1 lt
1a
lt1
MW
-16S
12
11
97
lt1
lt1
lt1
lt 1
lt
1 lt
3
lt 3
J
lt1
lt1
lt 1
a lt
1
MW
-16D
12
11
97
lt1
lt1
lt1
lt 1
lt
1 lt
3
lt 3
J
lt1
lt1
lt 1
a lt
1
MW
-16X
D
121
197
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
MW
-17M
D
121
697
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
MW
-17X
D
121
697
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
MW
-18S
12
11
97
lt1
lt1
lt1
lt 1
lt
1 lt
3
lt 3
J
lt1
lt1
lt 1
a lt
1
MW
-18X
D
121
197
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
12-
Dic
hlor
oshyCh
loro
-B
rom
o-M
ethy
lene
Carb
on1
1-D
ichl
oro-
11-
Dic
hlor
o-et
hene
Dat
e of
met
hane
met
hane
Viny
l chl
orid
eCh
loro
etha
nech
lori
deA
ceto
nedi
sulfi
deet
hene
etha
ne(to
tal)
Chlo
rofo
rmsa
mpl
e(7
4-87
-3)
(74-
83-9
)(7
5-01
-4)
(75-
00-3
)(7
5-09
-2)
(67-
64-1
)(7
5-15
-0)
(75-
35-4
)(7
5-34
-3)
(540
-59-
0)(6
7-66
-3)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MU
N-1
09
03
97
lt1
lt1
lt1
lt 1
lt
2 lt
5
lt1
lt1
lt1
lt 1
a lt
1
121
697
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
050
699
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
ND
F-M
W1
121
697
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
5
J lt
1 lt
1 lt
1a
lt1
ND
F-M
W2
121
697
lt
1 lt
1 lt
1 lt
1
lt1
lt 3
lt
3
J lt
1 lt
1 lt
1a
lt1
PZ-1
S 09
03
97
lt1
lt1
lt1
lt 1
lt
2 lt
5
lt1
lt1
lt1
lt 1
a lt
1
PZ-1
MD
09
03
97
lt1
lt1
lt1
lt 1
lt
2 lt
5
lt1
lt1
lt1
lt1 a
lt1
PZ-1
XD
09
03
97
lt1
lt1
lt1
lt 1
lt
2 lt
5
lt1
lt1
lt1
lt 1
a lt
1
PZ-3
S 09
03
97
lt1
lt1
lt1
lt 1
lt
2 lt
5
lt1
lt1
lt1
lt 1
a lt
1
PZ-3
MD
09
04
97
lt1
lt1
lt1
lt 1
lt
2 lt
5
lt1
lt1
lt1
lt 1
a lt
1
PZ-3
XD
09
03
97
lt1
lt1
lt1
lt 1
lt
2 lt
5
lt1
lt1
lt1
lt 1
a lt
1
a Lab
orat
ory
repo
rted
as
less
than
1 m
icro
gram
per
lite
r ci
s-1
2-di
chlo
roet
hene
(C
AS
num
ber
156-
59-2
) an
d le
ss th
an 1
mic
rogr
am p
er li
ter
tran
s-1
2-di
chlo
roet
hene
(C
AS
num
ber
156-
60-5
)
b Lab
orat
ory
repo
rted
as
140
0 m
icro
gram
s pe
r lit
er c
is-1
2-d
ichl
oroe
then
e (C
AS
num
ber
156-
59-2
) an
d 20
mic
rogr
ams
per
liter
tran
s-1
2-di
chlo
roet
hene
(C
AS
num
ber
156-
60-5
)
c Lab
orat
ory
repo
rted
as
less
than
1 m
icro
gram
per
lite
r ci
s-1
2-di
chlo
roet
hene
(C
AS
num
ber
156-
59-2
) an
d 0
9 m
icro
gram
per
lite
r tr
ans-
12-
dich
loro
ethe
ne (
CA
S nu
mbe
r 15
6-60
-5)
d L
abor
ator
y re
port
ed a
s 96
mic
rogr
ams
per
liter
cis
-12
-dic
hlor
oeth
ene
(CA
S nu
mbe
r 15
6-59
-2)
and
5 m
icro
gram
s pe
r lit
er tr
ans-
12-
dich
loro
ethe
ne (
CA
S nu
mbe
r 15
6-60
-5)
e L
abor
ator
y re
port
ed a
s 63
mic
rogr
ams
per
liter
cis
-12
-dic
hlor
oeth
ene
(CA
S nu
mbe
r 15
6-59
-2)
and
5 m
icro
gram
s pe
r lit
er tr
ans-
12-
dich
loro
ethe
ne (
CA
S nu
mbe
r 15
6-60
-5)
f L
abor
ator
y re
port
ed a
s 13
mic
rogr
ams
per
liter
cis
-12
-dic
hlor
oeth
ene
(CA
S nu
mbe
r 15
6-59
-2)
and
1 m
icro
gram
per
lite
r tr
ans-
12-
dich
loro
ethe
ne (
CA
S nu
mbe
r 15
6-60
-5)
Appendix C Water Quality 137
138 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Conc
entra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in g
roun
d-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il th
roug
h M
ay 1
999mdash
Cont
inue
dTa
ble
C4
Bro
mo-
ci
s-1
3-D
ibro
moshy
12-
Dic
hlor
o-1
11-
Tric
hlor
o-Ca
rbon
dich
loro
-1
2-D
ichl
oro-
Dic
hlor
o-Tr
ichl
oro-
chlo
ro-
11
2-Tr
ichl
oro-
Dat
e of
etha
ne2-
But
anon
eet
hane
tetr
achl
orid
em
etha
nepr
opan
epr
open
eet
hene
met
hane
etha
neB
enze
nesa
mpl
e(1
07-0
6-2)
(78-
93-3
)(7
1-55
-6)
(56-
23-5
)(7
5-27
-4)
(78-
87-5
)(1
0061
-01-
5)(7
9-01
-6)
(124
-48-
1)(7
9-00
-5)
(71-
43-2
)W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
B-1
04
29
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
597
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
B-2
04
29
97
lt 3
3 lt
33
lt 3
3 lt
33
lt 3
3 lt
33
lt 3
3 28
J
lt 3
3 lt
33
4 J
090
997
3 lt
5
3 lt
1
lt 1
lt
1
lt 1
37
lt
1
lt 1
6
B-4
05
01
97
lt 2
5J
lt 2
5 J
lt 2
5 J
lt 2
5 J
12
J lt
25
J lt
25
J lt
25
J lt
25
J lt
25
J 14
0J
090
897
8
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
10
0E
121
197
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
12
0 D
050
499
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
13
0
EP-
1
042
997
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
090
397
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
EP-
2
042
897
1
J lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
090
297
lt
1
lt 5
6
J
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
897
lt
1
lt 3
8
J
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
EP-
3
090
297
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
897
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
EP-
4
043
097
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
397
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
097
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
Conc
entra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in g
roun
d-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il th
roug
h M
ay 1
999mdash
Cont
inue
dTa
ble
C4
Appendix C Water Quality 139
Bro
mo-
ci
s-1
3-D
ibro
moshy
12-
Dic
hlor
o-1
11-
Tric
hlor
o-Ca
rbon
dich
loro
-1
2-D
ichl
oro-
Dic
hlor
o-Tr
ichl
oro-
chlo
ro-
11
2-Tr
ichl
oro-
Dat
e of
etha
ne2-
But
anon
eet
hane
tetr
achl
orid
em
etha
nepr
opan
epr
open
eet
hene
met
hane
etha
neB
enze
nesa
mpl
e(1
07-0
6-2)
(78-
93-3
)(7
1-55
-6)
(56-
23-5
)(7
5-27
-4)
(78-
87-5
)(1
0061
-01-
5)(7
9-01
-6)
(124
-48-
1)(7
9-00
-5)
(71-
43-2
)W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
LP-
1
090
297
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
LP-
2
043
097
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
397
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
LP-
3
043
097
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
397
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
097
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-1S
05
01
97
lt 1
0J
lt 1
0 J
96
J lt
10
J lt
10
J lt
10
J lt
10
J 12
J
lt 1
0J
lt 1
0 J
8J
090
997
lt
1 lt
5 12
0E
lt
1 lt
1 lt
1 lt
1 15
lt
1 lt
1 9
121
097
lt
1
lt 3
80
D
lt
1
lt 1
lt
1
lt 1
17
lt
1
lt 1
8
050
599
lt
10
lt10
63
lt
10
lt10
lt
10
lt10
7
J lt
10
lt10
3
J
MW
-1D
04
30
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
997
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
097
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
499
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
MW
-2S
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
16
J
090
997
2 lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
13
121
597
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
20
050
499
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
14
H
140 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Conc
entra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in g
roun
d-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il th
roug
h M
ay 1
999mdash
Cont
inue
dTa
ble
C4
Bro
mo-
ci
s-1
3-D
ibro
moshy
12-
Dic
hlor
o-1
11-
Tric
hlor
o-Ca
rbon
dich
loro
-1
2-D
ichl
oro-
Dic
hlor
o-Tr
ichl
oro-
chlo
ro-
11
2-Tr
ichl
oro-
Dat
e of
etha
ne2-
But
anon
eet
hane
tetr
achl
orid
em
etha
nepr
opan
epr
open
eet
hene
met
hane
etha
neB
enze
nesa
mpl
e(1
07-0
6-2)
(78-
93-3
)(7
1-55
-6)
(56-
23-5
)(7
5-27
-4)
(78-
87-5
)(1
0061
-01-
5)(7
9-01
-6)
(124
-48-
1)(7
9-00
-5)
(71-
43-2
)W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
MW
-2D
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
1J
090
997
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
597
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
499
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-2M
D
050
197
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
897
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
297
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
599
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-2X
D
050
197
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
997
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
297
lt
1R
lt
3R
lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
050
599
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-3S
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
5J
090
897
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
3
050
499
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 4
J
MW
-3D
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
897
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
499
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
Conc
entra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in g
roun
d-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il th
roug
h M
ay 1
999mdash
Cont
inue
dTa
ble
C4
Appendix C Water Quality 141
Bro
mo-
ci
s-1
3-D
ibro
moshy
12-
Dic
hlor
o-1
11-
Tric
hlor
o-Ca
rbon
dich
loro
-1
2-D
ichl
oro-
Dic
hlor
o-Tr
ichl
oro-
chlo
ro-
11
2-Tr
ichl
oro-
Dat
e of
etha
ne2-
But
anon
eet
hane
tetr
achl
orid
em
etha
nepr
opan
epr
open
eet
hene
met
hane
etha
neB
enze
nesa
mpl
e(1
07-0
6-2)
(78-
93-3
)(7
1-55
-6)
(56-
23-5
)(7
5-27
-4)
(78-
87-5
)(1
0061
-01-
5)(7
9-01
-6)
(124
-48-
1)(7
9-00
-5)
(71-
43-2
)W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
MW
-4S
04
29
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
597
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
597
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-4D
04
29
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
497
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
297
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-4X
D
042
997
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
597
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
297
lt
1R
lt
3R
lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
MW
-5S
04
30
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
497
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
997
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-5D
04
30
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
497
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
997
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-5X
D
043
097
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
497
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
997
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
142 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Conc
entra
tions
of v
olat
ile o
rgan
ic c
ompo
unds
in g
roun
d-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
il th
roug
h M
ay 1
999mdash
Cont
inue
dTa
ble
C4
Bro
mo-
ci
s-1
3-D
ibro
moshy
12-
Dic
hlor
o-1
11-
Tric
hlor
o-Ca
rbon
dich
loro
-1
2-D
ichl
oro-
Dic
hlor
o-Tr
ichl
oro-
chlo
ro-
11
2-Tr
ichl
oro-
Dat
e of
etha
ne2-
But
anon
eet
hane
tetr
achl
orid
em
etha
nepr
opan
epr
open
eet
hene
met
hane
etha
neB
enze
nesa
mpl
e(1
07-0
6-2)
(78-
93-3
)(7
1-55
-6)
(56-
23-5
)(7
5-27
-4)
(78-
87-5
)(1
0061
-01-
5)(7
9-01
-6)
(124
-48-
1)(7
9-00
-5)
(71-
43-2
)W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
MW
-6S
05
01
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
997
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
599
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-6D
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
997
9
J lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
121
197
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
599
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-7S
04
28
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
297
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
997
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
399
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-7D
04
28
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
297
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
897
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
399
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-7X
D
050
197
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
297
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
897
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
399
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
Bro
mo-
cis-
13-
Dib
rom
oshy1
2-D
ichl
oro-
11
1-Tr
ichl
oro-
Carb
ondi
chlo
ro-
12-
Dic
hlor
o-D
ichl
oro-
Tric
hlor
o-ch
loro
-1
12-
Tric
hlor
o-D
ate
ofet
hane
2-B
utan
one
etha
nete
trac
hlor
ide
met
hane
prop
ane
prop
ene
ethe
nem
etha
neet
hane
Ben
zene
sam
ple
(107
-06-
2)(7
8-93
-3)
(71-
55-6
)(5
6-23
-5)
(75-
27-4
)(7
8-87
-5)
(100
61-0
1-5)
(79-
01-6
)(1
24-4
8-1)
(79-
00-5
)(7
1-43
-2)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-8S
042
997
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
090
997
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-8D
04
29
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
997
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-9S
042
997
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
397
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-9X
D
042
997
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
397
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-10S
06
03
97
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
090
897
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-10X
D
060
397
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
090
897
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-11S
06
03
97
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
090
497
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-11D
06
03
97
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
090
497
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-11X
D
060
397
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
090
497
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
Appendix C Water Quality 143
144 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
Bro
mo-
cis-
13-
Dib
rom
oshy1
2-D
ichl
oro-
11
1-Tr
ichl
oro-
Carb
ondi
chlo
ro-
12-
Dic
hlor
o-D
ichl
oro-
Tric
hlor
o-ch
loro
-1
12-
Tric
hlor
o-D
ate
ofet
hane
2-B
utan
one
etha
nete
trac
hlor
ide
met
hane
prop
ane
prop
ene
ethe
nem
etha
neet
hane
Ben
zene
sam
ple
(107
-06-
2)(7
8-93
-3)
(71-
55-6
)(5
6-23
-5)
(75-
27-4
)(7
8-87
-5)
(100
61-0
1-5)
(79-
01-6
)(1
24-4
8-1)
(79-
00-5
)(7
1-43
-2)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-12
091
997
lt
1
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
197
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-13S
12
10
97
lt 1
lt
3
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-13D
12
10
97
lt 1
lt
3
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-13X
D
121
097
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-14S
12
11
97
lt 1
lt
3
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-14D
12
10
97
lt 1
lt
3
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-14X
D
121
097
lt
1R
lt
3R
lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
MW
-15S
12
09
97
lt 1
lt
3
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-15M
D
120
997
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-15X
D
120
997
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-16S
12
11
97
lt 1
lt
3
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-16D
12
11
97
lt 1
lt
3
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-16X
D
121
197
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-17M
D
121
697
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-17X
D
121
697
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-18S
12
11
97
lt 1
lt
3
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
MW
-18X
D
121
197
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
Bro
mo-
cis-
13-
Dib
rom
oshy1
2-D
ichl
oro-
11
1-Tr
ichl
oro-
Carb
ondi
chlo
ro-
12-
Dic
hlor
o-D
ichl
oro-
Tric
hlor
o-ch
loro
-1
12-
Tric
hlor
o-D
ate
ofet
hane
2-B
utan
one
etha
nete
trac
hlor
ide
met
hane
prop
ane
prop
ene
ethe
nem
etha
neet
hane
Ben
zene
sam
ple
(107
-06-
2)(7
8-93
-3)
(71-
55-6
)(5
6-23
-5)
(75-
27-4
)(7
8-87
-5)
(100
61-0
1-5)
(79-
01-6
)(1
24-4
8-1)
(79-
00-5
)(7
1-43
-2)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MU
N-1
09
03
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
121
697
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
699
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
ND
F-M
W1
121
697
lt
1
lt 3
lt
1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J
ND
F-M
W2
121
697
lt
1
lt 3
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
PZ-1
S 09
03
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PZ-1
MD
09
03
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PZ-1
XD
09
03
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PZ-3
S 09
04
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PZ-3
MD
09
04
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PZ-3
XD
09
03
97
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
Appendix C Water Quality 145
146 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
tran
s-1
3-
11
22shy
Dic
hlor
o-4-
Met
hyl-
2-Te
trac
hlor
o-Te
trac
hlor
o-Ch
loro
-Et
hyl
Xyle
neD
ate
ofpr
open
eB
rom
ofor
mpe
ntan
one
2-H
exan
one
ethe
neet
hane
Tolu
ene
benz
ene
benz
ene
Styr
ene
(tota
l)sa
mpl
e(1
0061
-02-
6)(7
5-25
-2)
(108
-10-
1)(5
91-7
8-6)
(127
-18-
4)(7
9-34
-5)
(108
-88-
3)(1
08-9
0-7)
(100
-41-
4)(1
00-4
2-5)
(133
0-20
-7)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
B-1
04
29
97
lt 1
lt
1
lt 1
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
090
597
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
B-2
04
29
97
lt 3
3 lt
33
lt 3
3 lt
33
26
J lt
33
lt 3
3 lt
33
lt 3
3 lt
33
lt 3
3
090
997
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
B-4
05
01
97
lt 2
5J
lt 2
5 J
lt 2
5 J
lt 2
5 J
lt 2
5 J
lt 2
5 J
7J
lt 2
5 J
4J
lt 2
5 J
lt 2
5 J
090
897
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
1 lt
1
2 lt
1
1
121
197
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
1 lt
1
3 lt
1
8g
J
050
499
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 2
J lt
10
4 J
lt 1
0 2
J
EP-
1 04
29
97
lt 1
0 lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
090
397
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
EP-
2
042
897
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
090
297
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
897
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1h
EP-
3 09
02
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
120
897
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1h
EP-
4
043
097
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J 1
J lt
10
J 1
J lt
10
J lt
10
J
090
397
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
097
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1h
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
tran
s-1
3-
11
22shy
Dic
hlor
o-4-
Met
hyl-
2-Te
trac
hlor
o-Te
trac
hlor
o-Ch
loro
-Et
hyl
Xyle
neD
ate
ofpr
open
eB
rom
ofor
mpe
ntan
one
2-H
exan
one
ethe
neet
hane
Tolu
ene
benz
ene
benz
ene
Styr
ene
(tota
l)sa
mpl
e(1
0061
-02-
6)(7
5-25
-2)
(108
-10-
1)(5
91-7
8-6)
(127
-18-
4)(7
9-34
-5)
(108
-88-
3)(1
08-9
0-7)
(100
-41-
4)(1
00-4
2-5)
(133
0-20
-7)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
LP-
1
090
297
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
LP-
2
043
097
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
397
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
LP-
3
043
097
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
397
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
097
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-1S
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
997
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
097
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
050
599
lt
10
lt10
lt
10
J lt
10
lt10
lt
10
2J
lt10
1
J lt
10
5J
MW
-1D
04
30
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
997
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
097
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
050
499
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
MW
-2S
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
1J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
997
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
597
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
1
lt 1
lt
1
lt 1
lt
1 h
050
499
lt
10
lt10
lt
10
lt10
lt
10
lt10
1
J lt
10
lt10
lt
10
lt10
Appendix C Water Quality 147
148 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
tran
s-1
3-
11
22shy
Dic
hlor
o-4-
Met
hyl-
2-Te
trac
hlor
o-Te
trac
hlor
o-Ch
loro
-Et
hyl
Xyle
neD
ate
ofpr
open
eB
rom
ofor
mpe
ntan
one
2-H
exan
one
ethe
neet
hane
Tolu
ene
benz
ene
benz
ene
Styr
ene
(tota
l)sa
mpl
e(1
0061
-02-
6)(7
5-25
-2)
(108
-10-
1)(5
91-7
8-6)
(127
-18-
4)(7
9-34
-5)
(108
-88-
3)(1
08-9
0-7)
(100
-41-
4)(1
00-4
2-5)
(133
0-20
-7)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-2D
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
997
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
597
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
050
499
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
MW
-2M
D
050
197
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
897
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
297
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
050
599
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
MW
-2X
D
050
197
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
897
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
297
lt
1J
lt 1
J lt
2J
lt 2
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1J
lt 1
J lt
1h
J
050
599
lt
10
lt10
lt
10
lt10
lt
10
lt10
1
J lt
10
lt10
lt
10
1 J
MW
-3S
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
897
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
499
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-3D
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
897
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
499
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
tran
s-1
3-
11
22shy
Dic
hlor
o-4-
Met
hyl-
2-Te
trac
hlor
o-Te
trac
hlor
o-Ch
loro
-Et
hyl
Xyle
neD
ate
ofpr
open
eB
rom
ofor
mpe
ntan
one
2-H
exan
one
ethe
neet
hane
Tolu
ene
benz
ene
benz
ene
Styr
ene
(tota
l)sa
mpl
e(1
0061
-02-
6)(7
5-25
-2)
(108
-10-
1)(5
91-7
8-6)
(127
-18-
4)(7
9-34
-5)
(108
-88-
3)(1
08-9
0-7)
(100
-41-
4)(1
00-4
2-5)
(133
0-20
-7)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-4S
04
29
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
597
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
597
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-4D
04
29
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
497
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
297
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-4X
D
042
997
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
597
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
297
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10i
J
MW
-5S
04
30
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
2J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
497
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
997
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-5D
04
30
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
2J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
497
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
997
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-5X
D
043
097
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J 1
J lt
10
J lt
10
J lt
10
J lt
10
J
090
497
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
997
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
Appendix C Water Quality 149
150 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
tran
s-1
3-
11
22shy
Dic
hlor
o-4-
Met
hyl-
2-Te
trac
hlor
o-Te
trac
hlor
o-Ch
loro
-Et
hyl
Xyle
neD
ate
ofpr
open
eB
rom
ofor
mpe
ntan
one
2-H
exan
one
ethe
neet
hane
Tolu
ene
benz
ene
benz
ene
Styr
ene
(tota
l)sa
mpl
e(1
0061
-02-
6)(7
5-25
-2)
(108
-10-
1)(5
91-7
8-6)
(127
-18-
4)(7
9-34
-5)
(108
-88-
3)(1
08-9
0-7)
(100
-41-
4)(1
00-4
2-5)
(133
0-20
-7)
Wel
l co
llect
ion
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
MW
-6S
05
01
97
lt 1
0 lt
10
3 J
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
997
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
050
599
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-6D
05
01
97
lt 1
0J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
lt 1
0 J
090
997
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
197
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
050
599
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-7S
04
28
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
297
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
997
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
050
399
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
MW
-7D
04
28
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
297
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
897
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
050
399
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
2 J
lt 1
0
MW
-7X
D
050
197
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
297
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
120
897
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
050
399
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
tran
s-1
3-1
12
2shyD
ichl
oro-
4-M
ethy
l-2-
Tetr
achl
oro-
Tetr
achl
oro-
Chlo
ro-
Ethy
lXy
lene
Dat
e of
prop
ene
Bro
mof
orm
pent
anon
e2-
Hex
anon
eet
hene
etha
neTo
luen
ebe
nzen
ebe
nzen
eSt
yren
e(to
tal)
sam
ple
(100
61-0
2-6)
(75-
25-2
)(1
08-1
0-1)
(591
-78-
6)(1
27-1
8-4)
(79-
34-5
)(1
08-8
8-3)
(108
-90-
7)(1
00-4
1-4)
(100
-42-
5)(1
330-
20-7
)W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
MW
-8S
042
997
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
090
997
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-8D
04
29
97
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0
090
997
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-9S
042
997
lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J lt
10
J
090
397
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-9X
D
042
997
lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
lt 1
0 lt
10
090
397
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-10S
06
03
97
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
090
897
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
1 lt
1
lt 1
lt
1
lt 1
MW
-10X
D
060
397
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
090
897
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-11S
06
03
97
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
090
497
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
MW
-11D
06
03
97
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
090
497
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1 1
lt
1
lt 1
lt
1
lt 1
MW
-11X
D
060
397
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
090
497
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
Appendix C Water Quality 151
152 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
tran
s-1
3-1
12
2shyD
ichl
oro-
4-M
ethy
l-2-
Tetr
achl
oro-
Tetr
achl
oro-
Chlo
ro-
Ethy
lXy
lene
Dat
e of
prop
ene
Bro
mof
orm
pent
anon
e2-
Hex
anon
eet
hene
etha
neTo
luen
ebe
nzen
ebe
nzen
eSt
yren
e(to
tal)
sam
ple
(100
61-0
2-6)
(75-
25-2
)(1
08-1
0-1)
(591
-78-
6)(1
27-1
8-4)
(79-
34-5
)(1
08-8
8-3)
(108
-90-
7)(1
00-4
1-4)
(100
-42-
5)(1
330-
20-7
)W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
MW
-12
091
097
lt
1
lt 1
lt
5
lt 5
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
121
197
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-13S
12
10
97
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
h
MW
-13D
12
10
97
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
h
MW
-13X
D
121
097
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-14S
12
11
97
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
h
MW
-14D
12
10
97
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
h
MW
-14X
D
121
097
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-15S
12
09
97
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
h
MW
-15M
D
120
997
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-15X
D
120
997
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-16S
12
11
97
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
h
MW
-16D
12
11
97
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
h
MW
-16X
D
121
197
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-17M
D
121
697
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-17X
D
121
697
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
MW
-18S
12
11
97
lt 1
lt
1
lt 2
lt
2
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
h
MW
-18X
D
121
197
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
Appendix C Water Quality 153
Tabl
e C4
Con
cent
ratio
ns o
f vol
atile
org
anic
com
poun
ds in
gro
und-
wat
er s
ampl
es c
olle
cted
nea
r Wes
tvill
e In
dian
a A
pril
thro
ugh
May
199
9mdashCo
ntin
ued
tran
s-1
3-1
12
2shyD
ichl
oro-
4-M
ethy
l-2-
Tetr
achl
oro-
Tetr
achl
oro-
Chlo
ro-
Ethy
lXy
lene
Dat
e of
prop
ene
Bro
mof
orm
pent
anon
e2-
Hex
anon
eet
hene
etha
neTo
luen
ebe
nzen
ebe
nzen
eSt
yren
e(to
tal)
sam
ple
(100
61-0
2-6)
(75-
25-2
)(1
08-1
0-1)
(591
-78-
6)(1
27-1
8-4)
(79-
34-5
)(1
08-8
8-3)
(108
-90-
7)(1
00-4
1-4)
(100
-42-
5)(1
330-
20-7
)W
ell
colle
ctio
n (micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
(micro
gL)
MU
N-1
09
03
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
121
697
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
050
699
lt
10
lt10
lt
10
J lt
10
lt10
lt
10
lt10
lt
10
lt10
lt
10
lt10
ND
F-M
W1
121
697
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
ND
F-M
W2
121
697
lt
1
lt 1
lt
2
lt 2
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1 h
PZ-1
S 09
03
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PZ-1
MD
09
03
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PZ-1
XD
09
03
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PZ-3
S 09
03
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PZ-3
MD
09
04
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
PZ-3
XD
09
03
97
lt 1
lt
1
lt 5
lt
5
lt 1
lt
1
lt 1
lt
1
lt 1
lt
1
lt 1
g Lab
orat
ory
repo
rted
as
08
mic
rogr
am p
er li
ter
m-
and
or p
-xyl
ene
(CA
S nu
mbe
r 10
8383
6423
) an
d le
ss th
an 1
mic
rogr
am p
er li
ter
o-xy
lene
(C
AS
num
ber
95-4
7-6)
h L
abor
ator
y re
port
ed a
s le
ss th
an 1
mic
rogr
am p
er li
ter
m-
and
or p
-xyl
ene
(CA
S nu
mbe
r 10
8383
6423
) an
d le
ss th
an 1
mic
rogr
am p
er li
ter
o-xy
lene
(C
AS
num
ber
95-4
7-6)
i L
abor
ator
y re
port
ed a
s le
ss th
an 1
0 m
icro
gram
s pe
r lit
er m
- an
dor
p-x
ylen
e (C
AS
num
ber
1083
8364
23)
and
less
than
10
mic
rogr
ams
per
liter
o-x
ylen
e (C
AS
num
ber
95-4
7-6)
Table C5 Concentrations of 14-dioxane in ground-water samples collected near Westville Indiana April 1997 through May 1999
[J concentration is estimated below the quantification limit D concentration determined after dilution E estimated concentration from analysis of diluted sample lt less than]
14-dioxane in micrograms per liter
Well AprilndashMay 1997 September 1997 December 1997 May 1999
B-1 not sampled 3 J not sampled not sampled
B-2 620 E 220 D not sampled not sampled
B-4 (unusable) 200 D 153 D 240 D
EP-1 lt 5 J lt 5 lt 5 not sampled
EP-2 lt5 J lt 5 lt 5 not sampled
EP-4 16 lt 5 lt 5 not sampled
LP-2 15 J lt 5 lt 5 not sampled
LP-3 not sampled 3 J 3 J not sampled
MW-1S 140 E lt 5 lt 5 lt 5
MW-1D lt 5 J lt 5 lt 5 8
MW-2S (unusable) 880 D 1900 D 820 D
MW-2D 31000 E 11000 E 3800 E 8800 D
MW-2MD 1600 E 640 D 380 D 82
MW-2XD 4700 E 1200 D 1500 D 1100 D
MW-3S 2600 E 370 D not sampled 740 D
MW-3D 6400 E 1600 D not sampled 12
MW-4S (unusable) 9 lt 5 not sampled
MW-4D 970 E 200 J 249 D not sampled
MW-4XD 3800 E 760 D 870 D not sampled
MW-5S lt 5 J lt 5 lt 5 not sampled
MW-5D (unusable) lt 5 lt 5 not sampled
MW-5XD lt 5 J lt 5 J lt 5 not sampled
MW-6S 1040 E lt 5 not sampled lt 5
MW-6D 82 E 29 20 25
MW-7S lt 5 J lt 5 lt 5 lt 5
MW-7D lt 5 J lt 5 lt 5 lt 5
MW-7XD 19 J lt 5 8 lt 5
MW-8S (unusable) 28 16 not sampled
MW-8D 7700 E 3800 D 4270 D not sampled
154 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Table C5 Concentrations of 14-dioxane in ground-water samples collected near Westville Indiana April 1997 through May 1999mdashContinued
14-dioxane in micrograms per liter
Well AprilndashMay 1997 September 1997 December 1997 May 1999
MW-9S (unusable) lt 5 lt 5 not sampled
MW-9XD (unusable) lt 5 lt 5 not sampled
MW-10S not sampled 10 7 5 J
MW-10XD not sampled 6 10 5 J
MW-11S not sampled lt 5 lt 5 not sampled
MW-11D not sampled lt 5 lt 5 not sampled
MW-11XD not sampled lt 5 lt 5 not sampled
MW-12 not sampled lt 5 lt 5 not sampled
MW-13S not sampled not sampled lt 5 not sampled
MW-13D not sampled not sampled lt 5 not sampled
MW-13XD not sampled not sampled lt 5 not sampled
MW-14S not sampled not sampled 109 D 42
MW-14D not sampled not sampled 13 9
MW-14XD not sampled not sampled 1480 D 1700 D
MW-15S not sampled not sampled 3 J lt 5
MW-15MD not sampled not sampled 2400 D 3500 D
MW-15XD not sampled not sampled 318 D 580 D
MW-16S not sampled not sampled lt 5 lt 5
MW-16D not sampled not sampled lt 5 lt 5
MW-16XD not sampled not sampled lt 5 lt 5
MW-17MD not sampled not sampled lt 5 lt 5
MW-17XD not sampled not sampled lt 5 lt 5
MW-18S not sampled not sampled lt 5 lt 5
MW-18XD not sampled not sampled lt 5 lt 5
PZ-1S not sampled lt 5 not sampled not sampled
PZ-1MD not sampled lt 5 not sampled not sampled
PZ-1XD not sampled lt 5 not sampled not sampled
PZ-3S not sampled lt 5 not sampled not sampled
PZ-3MD not sampled lt 5 not sampled not sampled
PZ-3XD not sampled lt 5 not sampled not sampled
Appendix C Water Quality 155
Table C6 On-site measurements of surface-water samples collected near Westville Indiana April 1997 through May 1999
[degC degree Celsius mv millivolt mgL milligram per liter microscm microsiemen per centimeter at 25degC ntu nephelometric turbidity unit -- not measured]
Oxidation-Date of Temp- reduction Dissolved Specific
Surface-water sample erature pH potential oxygen conductance Turbidity site collection (degC) (units) (mv) (mgL) (microScm) (ntu)
SW-1 042997 157 803 331 1355 834 -shy
082797 148 735 -17 914 848 78
050499 143 742 -shy 783 759 -shy
SW-2 042997 185 821 289 1345 349 -shy
082797 158 742 -7 936 856 124
SW-3 050197 168 831 278 1254 825 -shy
082797 151 743 25 944 798 64
SW-4 042997 167 822 265 926 936 -shy
082797 172 746 -8 852 900 0
SW-5 042897 107 756 435 853 898 -shy
082797 214 740 187 766 966 0
SW-6 050297 143 757 464 80 944 -shy
050499 195 766 -shy 942 839 -shy
SW-7 043097 134 758 396 805 1080 -shy
082797 188 730 -40 566 1140 0
SW-8 043097 175 772 329 868 1160 -shy
082797 199 727 -18 484 1270 8
SW-9 050197 175 772 329 868 1160 -shy
082797 110 678 341 28 633 22
SW-10 082897 200 728 -35 441 1150 0
090397 110 710 103 5 630 14
SW-11 050197 143 775 286 916 1350 -shy
082797 199 736 -19 733 1260 0
SW-12 050197 100 783 401 677 758 -shy
082797 172 730 -27 725 777 0
156 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Table C6 On-site measurements of surface-water samples collected near Westville Indiana April 1997 through May 1999mdashContinued
Oxidation-Date of Temp- reduction Dissolved Specific
Surface-water sample erature pH potential oxygen conductance Turbidity site collection (degC) (units) (mv) (mgL) (microScm) (ntu)
SW-13 050197 130 785 357 1059 559 -shy
082797 152 729 -31 451 601 15
121197 727 458 101 431 1020 -shy
050499 171 731 -shy 78 371 -shy
SW-WP-2 082897 702 738 -51 702 1130 8
121197 74 456 113 628 893 -shy
050499 172 764 -shy 93 1230 -shy
SW-WP-3 121197 831 445 167 593 519 -shy
050499 177 728 -shy 762 1210 -shy
SW-WP-P 082897 152 727 -43 516 668 8
121197 124 669 -196 17 1280 6
050499 183 770 -shy 105 540 -shy
Appendix C Water Quality 157
158 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C7
Con
cent
ratio
ns o
f com
mon
con
stitu
ents
in s
urfa
ce-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
ilndashM
ay 1
997
[mg
L m
illig
ram
per
lite
r C
aCO
3 C
alci
um c
arbo
nate
--
not s
ampl
ed gt
gre
ater
than
]
Bi-
D
ate
ofca
rbon
ate
Har
dnes
sSu
rfac
e-w
ater
sam
ple
alka
linity
(mg
L as
Calc
ium
Chlo
ride
Mag
nesi
umPo
tass
ium
Sodi
umSu
lfate
site
co
llect
ion
(mg
L)
CaC0
3)
(mg
L)
(mg
L)
(mg
L)
(mg
L)
(mg
L)
(mg
L)
SW-1
04
29
97
239
325
116
32
309
4
72
308
17
6
SW-2
04
29
97
241
355
105
48
341
3
12
187
16
0
SW-3
05
01
97
253
323
114
22
346
1
7 8
11
184
SW-4
04
29
97
243
410
104
76
353
4
99
326
14
4
SW-5
04
28
97
238
392
964
83
33
3
514
32
7
120
SW-6
04
30
97
233
378
945
13
2 34
4
741
40
6
112
SW-7
04
30
97
244
393
934
10
0 34
2
687
60
9
100
SW-8
04
30
97
251
424
944
21
6 35
3
666
69
8
100
SW-9
05
01
97
243
432
958
19
0 36
2
692
70
4
96
SW-1
1 04
30
97
217
404
909
gt
140
34
1
111
98
1
108
SW-1
2 05
01
97
246
392
903
64
34
7
117
13
8
100
SW-1
3 05
01
97
290
288
633
27
20
0
331
4
22
0
Tabl
e C8
Con
cent
ratio
ns o
f min
or e
lem
ents
in s
urfa
ce-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
ilndashM
ay 1
997
[mm
mon
th d
d d
ay y
y y
ear
microg
L m
icro
gram
per
lite
r lt
les
s th
an J
con
cent
ratio
n is
est
imat
ed]
Dat
e of
sam
ple
Surf
ace-
wat
erco
llect
ion
Alu
min
umA
ntim
ony
Ars
enic
Bar
ium
Ber
ylliu
mCa
dmiu
mCh
rom
ium
Coba
ltCo
pper
Iron
si
te
(mm
dd
yy)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
SW-1
04
29
97
590
J lt
2
lt 2
73
8
17
J lt
1
51
22
J 2
6 4
680
SW-2
04
29
97
9 J
lt 2
lt
2
441
1
8 J
lt 1
lt
1
15
J 1
2 1
370
SW-3
05
01
97
9 J
24
J lt
2
636
1
8 J
lt 1
lt
1
14
J 8
4 1
490
SW-4
04
29
97
20
J lt
2
lt 2
44
4
13
J lt
1
lt 1
1
3 J
19
138
0
SW-5
04
28
97
636
J
4 J
lt 2
41
2
12
J lt
1
lt 1
2
2 J
28
140
0
SW-6
04
30
97
134
J 2
2 J
lt 2
53
1
4 J
lt 1
1
1 1
2 J
51
139
0
SW-7
04
30
97
120
J lt
2
lt 2
51
7
lt 1
lt
1
lt 1
1
6 J
45
145
0
SW-8
03
10
97
705
J
lt 2
lt
2
502
1
2 J
lt 1
lt
1
19
J 4
3 1
490
SW-9
05
01
97
184
J lt
2
lt 2
52
8
1 J
lt 1
lt
1
2 J
5 1
720
SW-1
1 04
30
97
441
J
22
J lt
2
316
1
1 J
lt 1
lt
1
22
J 4
4 80
6
SW-1
2 05
01
97
9 J
22
J lt
2
334
1
2 J
lt 1
lt
1
18
J lt
1
723
SW-1
3 05
01
97
251
J lt
2
lt 2
43
6
14
J lt
1
11
26
J 1
9 J
223
0
Appendix C Water Quality 159
160 Geohydrology Water Quality and Simulation of Flow in the Vicinity of a Waste-Oil Refinery near Westville Indiana
Tabl
e C8
Con
cent
ratio
ns o
f min
or e
lem
ents
in s
urfa
ce-w
ater
sam
ples
col
lect
ed n
ear W
estv
ille
Indi
ana
Apr
ilndashM
ay 1
997mdash
Cont
inue
d
Dat
e of
sam
ple
Surf
ace-
colle
ctio
nLe
adM
anga
nese
Mer
cury
Nic
kel
Sele
nium
Silv
erTh
alliu
mVa
nadi
umZi
nc
wat
er s
ite
(mm
dd
yy)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
(microg
L)
SW-1
04
29
97
lt 1
20
8 lt
02
3 lt
3
lt 1
4
J 1
6 10
4
J
SW-2
04
29
97
lt 1
11
4 lt
2
11
lt 3
lt
1
38
J lt
1
103
J
SW-3
05
01
97
lt 1
11
1 lt
2
lt 1
lt
3
lt 1
4
J lt
1
8 J
SW-4
04
29
97
lt 1
14
1 lt
2
13
lt 3
lt
1
35
J lt
1
126
J
SW-5
04
28
97
lt 1
14
5 lt
2
15
lt 3
lt
1
28
J 1
171
J
SW-6
04
30
97
lt 1
11
4 lt
2
2 lt
3
lt 1
3
4 J
lt 1
31
4
J
SW-7
04
30
97
lt 1
97
1
lt 2
1
6 lt
3
lt 1
3
6 J
lt 1
63
1
J
SW-8
04
30
97
lt 1
78
4
lt 2
2
1 lt
3
lt 1
lt
2
lt 1
72
6
J
SW-9
05
01
97
lt 1
80
6
lt 2
1
8 lt
3
lt 1
3
9 J
lt 1
72
6
J
SW-1
1 04
30
97
lt 1
62
4
lt 2
1
9 lt
3
lt 1
2
3 J
lt 1
12
1 J
SW-1
2 05
01
97
lt 1
14
0 lt
2
14
lt 3
lt
1
34
J lt
1
31
J
SW-1
3 05
01
97
lt 1
1
220
lt 2
2
6 lt
3
lt 1
2
6 J
12
76
J
Table C9 Concentrations of 14-dioxane in surface-water samples and well points collected near Westville Indiana April 1997 through May 1999
[J concentration is estimated below the quantification limit D concentration determined after dilution E estimated concentration from analysis of diluted sample lt less than]
Concentration of 14-dioxane in micrograms per liter
Sample location AprilndashMay 1997 August 1997 December 1997 May 1999
SW-1 unusable 8 not sampled 3 J
SW-2 unusable 12 not sampled not sampled
SW-3 lt 5 J lt 5 not sampled not sampled
SW-4 unusable 22 not sampled not sampled
SW-5 118 D J 33 not sampled not sampled
SW-6 170 E not sampled not sampled 26
SW-7 600 E 83 not sampled not sampled
SW-8 unusable 140 D not sampled not sampled
SW-9 670 E 130 E not sampled not sampled
SW-10 not sampled 98 D not sampled not sampled
SW-11 180 E 73 not sampled not sampled
SW-12 unusable 72 not sampled not sampled
SW-13 lt 5 J lt 5 lt 5 lt 5
SW-WP-2 not sampled 77 55 43
SW-WP-3 not sampled not sampled 90 84
SW-WP-P not sampled 54 27 26
Well points
WP-P not sampled 180 D 160 D not sampled
WP-2 not sampled 5 lt 5 not sampled
WP-3 not sampled lt 5 lt 5 not sampled
Appendix C Water Quality 161
- spinepdf
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- Geohydrology Water Quality and Simulation of Ground-Water Flow in the Vicinity of a Former Wast
- US Geological Survey Water-Resources Investigations Report 01-4221
-