slug test data 1-2...remarks: bouwer and rice analysis of slug test, wrr 1976 input is consistent....

DuPont Chambers Works FUSRAP Site DRAFT Site Wide Remedial Investigation Report

CABRERA SERVICES INC. APPENDICES

APPENDIX J

Slug Test Data – OU 1 and 2

MW-02 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-02

Local ID:INPUT Date: 10/28/2004

Construction: Time: 12:52Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 10 Feet g

Depths to:water level (DTW) 5.7 Feet

top of screen (TOS) 5.98 FeetBase of Aquifer (DTB) 20 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 10 Feet

D = 14.3 FeetH = 10.28 Feet

L/rw = 29.09y0-DISPLACEMENT = 133.28 cm

y0-SLUG = 118.78 cmFrom look-up table using L/rw

Partial penetrate A = 2.480B = 0.409

ln(Re/rw) = 2.255Re = 3.28 cm

Slope = 0.006057 log10/sect90% recovery = 165 sec

K = 3.0E-04 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

K= 0.0003 is less than likely minimum of 0.0011 for Fine Sand

Fine SandAdjust slope of line to estimate K

0.01

0.10

1.00

00:00 07:12 14:24 21:36 28:48 36:00TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-02 Slug_Bouwer-Rice_USGS.xls

MW-02 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 12:52:04.0 -0.122 12:53:04.0 -2.133 12:54:04.0 -2.95

4 12:55:04.0 -2.995 12:56:04.0 -3.026 12:57:04.0 -3.037 12:58:04.0 -3.04

8 12:59:04.0 -3.059 13:00:04.0 -3.06

10 13:01:04.0 -3.0711 13:02:04.0 -3.0712 13:03:04.0 -3.0813 13:04:04.0 -3.0814 13:05:04.0 -3.0915 13:06:04.0 -3.0916 13:07:04.0 -3.1017 13:08:04.0 -3.1018 13:09:04.0 -3.1019 13:10:04.0 -3.1120 13:11:04.0 -3.1121 13:12:04.0 -3.1222 13:13:04.0 -3.1223 13:14:04.0 -3.1224 13:15:04.0 -3.1225 13:16:04.0 -3.1226 13:17:04.0 -3.1327 13:18:04.0 -3.1328 13:19:04.0 -3.1329 13:20:04.0 -3.1330 13:21:04.0 -3.14

MW-02 Slug_Bouwer-Rice_USGS.xls

MW-04 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-04

Local ID:INPUT Date: 10/27/2004

Construction: Time: 15:14Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 10 Feet g

Depths to:water level (DTW) 6.41 Feet

top of screen (TOS) 10.41 FeetBase of Aquifer (DTB) 22.4 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 10 Feet

D = 15.99 FeetH = 14 Feet

L/rw = 29.09y0-DISPLACEMENT = 114.12 cm

y0-SLUG = 101.42 cmFrom look-up table using L/rw

Partial penetrate A = 2.480B = 0.409

ln(Re/rw) = 2.459Re = 4.02 cm

Slope = 0.008468 log10/sect90% recovery = 118 sec

K = 5.0E-04 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

K= 0.0005 is less than likely minimum of 0.0011 for Fine Sand

Fine SandAdjust slope of line to estimate K

0.01

0.10

1.00

00:00 02:53 05:46 08:38 11:31 14:24 17:17TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-04 Slug_Bouwer-Rice_USGS.xls

MW-04 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 15:21:28.0 0.632 15:21:49.0 -2.323 15:22:10.0 -2.47

4 15:22:31.0 -2.515 15:22:52.0 -2.636 15:23:13.0 -2.717 15:23:34.0 -2.78

8 15:23:55.0 -2.839 15:24:16.0 -2.87

10 15:24:37.0 -2.9011 15:24:58.0 -2.9212 15:25:19.0 -2.9313 15:25:40.0 -2.9514 15:26:01.0 -2.9715 15:26:22.0 -2.9716 15:26:43.0 -2.9817 15:27:04.0 -2.9918 15:27:25.0 -2.9919 15:27:46.0 -2.9920 15:28:07.0 -3.0021 15:28:28.0 -3.0022 15:28:49.0 -3.0123 15:29:10.0 -3.0124 15:29:31.0 -3.0125 15:29:52.0 -3.0126 15:30:13.0 -3.0227 15:30:34.0 -3.0228 15:30:55.0 -3.0229 15:31:16.0 -3.0230 15:31:37.0 -3.0231 15:31:58.0 -3.0232 15:32:19.0 -3.0333 15:32:40.0 -3.0334 15:33:01.0 -3.0335 15:33:22.0 -3.1236 15:33:43.0 -3.0237 15:34:04.0 -3.0338 15:34:25.0 -3.0339 15:34:46.0 -3.0340 15:35:07.0 -3.0341 15:35:28.0 -3.0442 15:35:49.0 -3.0443 15:36:10.0 -3.0444 15:36:31.0 -3.0445 15:36:52.0 -3.04

MW-04 Slug_Bouwer-Rice_USGS.xls

MW-06 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-06

Local ID:INPUT Date: 10/27/2004

Construction: Time: 13:07Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 2 Feet g

Depths to:water level (DTW) 5.65 Feet

top of screen (TOS) 5.61 FeetBase of Aquifer (DTB) 10 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 1.96 Feet

D = 4.35 FeetH = 1.96 Feet

L/rw = 5.70y0-DISPLACEMENT = 22.45 cm

y0-SLUG = 22.84 cmFrom look-up table using L/rw

Partial penetrate A = 1.759B = 0.242

ln(Re/rw) = 0.978Re = 0.91 cm

Slope = 0.000799 log10/sect90% recovery = 1251 sec

K = 1.0E-04 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

K= 0.0001 is less than likely minimum of 0.00035 for Stream Terrace Deposit, Fort Worth, T

Stream Terrace DeposAdjust slope of line to estimate K

0.01

0.10

1.00

00:00 07:12 14:24 21:36 28:48 36:00 43:12TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-06 Slug_Bouwer-Rice_USGS.xls

MW-06 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 12:22:16.0 -2.782 12:23:04.0 -2.883 12:23:52.0 -2.95

4 12:24:40.0 -3.015 12:25:28.0 -3.056 12:26:16.0 -3.097 12:27:04.0 -3.13

8 12:27:52.0 -3.169 12:28:40.0 -3.19

10 12:29:28.0 -3.2211 12:30:16.0 -3.2412 12:31:04.0 -3.2713 12:31:52.0 -3.2914 12:32:40.0 -3.3115 12:33:28.0 -3.3216 12:34:16.0 -3.3417 12:35:04.0 -3.3518 12:35:52.0 -3.3619 12:36:40.0 -3.3820 12:37:28.0 -3.3921 12:38:16.0 -3.4022 12:39:04.0 -3.4023 12:39:52.0 -3.4124 12:40:40.0 -3.4225 12:41:28.0 -3.4326 12:42:16.0 -3.4327 12:43:04.0 -3.4328 12:43:52.0 -3.4429 12:44:40.0 -3.4430 12:45:28.0 -3.4531 12:46:16.0 -3.4532 12:47:04.0 -3.4533 12:47:52.0 -3.4634 12:48:40.0 -3.4635 12:49:28.0 -3.4636 12:50:16.0 -3.4737 12:51:04.0 -3.4738 12:51:52.0 -3.4839 #N/A #N/A40 #N/A #N/A41 #N/A #N/A42 #N/A #N/A43 #N/A #N/A44 #N/A #N/A45 #N/A #N/A

MW-06 Slug_Bouwer-Rice_USGS.xls

MW-07 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-07

Local ID:INPUT Date: 10/27/2004

Construction: Time: 14:43Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 10 Feet g

Depths to:water level (DTW) 5.72 Feet

top of screen (TOS) 10.39 FeetBase of Aquifer (DTB) 22.4 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 10 Feet

D = 16.68 FeetH = 14.67 Feet

L/rw = 29.09y0-DISPLACEMENT = 103.25 cm

y0-SLUG = 103.55 cmFrom look-up table using L/rw

Partial penetrate A = 2.480B = 0.409

ln(Re/rw) = 2.481Re = 4.11 cm

Slope = 0.007574 log10/sect90% recovery = 132 sec

K = 5.0E-04 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

K= 0.0005 is less than likely minimum of 0.0011 for Fine Sand

Fine SandAdjust slope of line to estimate K

0.01

0.10

1.00

00:00 02:53 05:46 08:38 11:31 14:24TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-07 Slug_Bouwer-Rice_USGS.xls

MW-07 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 14:55:01.0 -3.182 14:55:16.0 -3.183 14:55:31.0 -3.98

4 14:55:46.0 -4.625 14:56:01.0 -5.086 14:56:16.0 -5.437 14:56:31.0 -5.68

8 14:56:46.0 -5.879 14:57:01.0 -6.02

10 14:57:16.0 -6.1411 14:57:31.0 -6.2312 14:57:46.0 -6.3113 14:58:01.0 -6.3714 14:58:16.0 -6.4115 14:58:31.0 -6.4516 14:58:46.0 -6.4717 14:59:01.0 -6.5018 14:59:16.0 -6.5119 14:59:31.0 -6.5320 14:59:46.0 -6.5421 15:00:01.0 -6.5422 15:00:16.0 -6.5523 15:00:31.0 -6.5524 15:00:46.0 -6.5525 15:01:01.0 -6.5526 15:01:16.0 -6.5527 15:01:31.0 -6.5528 15:01:46.0 -6.5529 15:02:01.0 -6.5630 15:02:16.0 -6.5631 15:02:31.0 -6.5632 15:02:46.0 -6.5633 15:03:01.0 -6.5634 15:03:16.0 -6.5635 15:03:31.0 -6.5636 15:03:46.0 -6.5637 15:04:01.0 -6.5638 15:04:16.0 -6.5639 15:04:31.0 -6.5640 15:04:46.0 -6.5641 15:05:01.0 -6.5642 15:05:16.0 -6.5643 15:05:31.0 -6.5644 15:05:46.0 -6.5645 15:06:01.0 -6.56

MW-07 Slug_Bouwer-Rice_USGS.xls

MW-09 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-09

Local ID:INPUT Date: 10/27/2004

Construction: Time: 14:23Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 10 Feet g

Depths to:water level (DTW) 6.84 Feet

top of screen (TOS) 9.51 FeetBase of Aquifer (DTB) 21.5 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 10 Feet

D = 14.66 FeetH = 12.67 Feet

L/rw = 29.09y0-DISPLACEMENT = 45.96 cm

y0-SLUG = 45.69 cmFrom look-up table using L/rw

Partial penetrate A = 2.480B = 0.409

ln(Re/rw) = 2.410Re = 3.83 cm

Slope = 0.002358 log10/sect90% recovery = 424 sec

K = 1.0E-04 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

K= 0.0001 is less than likely minimum of 0.0011 for Fine Sand

Fine SandAdjust slope of line to estimate K

0.01

0.10

1.00

10.00

00:00 02:53 05:46 08:38 11:31 14:24TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-09 Slug_Bouwer-Rice_USGS.xls

MW-09 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 14:22:34.0 -3.882 14:22:49.0 -4.253 14:23:04.0 -4.38

4 14:23:19.0 -4.455 14:23:34.0 -4.526 14:23:49.0 -4.587 14:24:04.0 -4.63

8 14:24:19.0 -4.699 14:24:34.0 -4.73

10 14:24:49.0 -4.7811 14:25:04.0 -4.8212 14:25:19.0 -4.8513 14:25:34.0 -4.8914 14:25:49.0 -4.9315 14:26:04.0 -4.9616 14:26:19.0 -4.9917 14:26:34.0 -5.0318 14:26:49.0 -5.0419 14:27:04.0 -5.0720 14:27:19.0 -5.0921 14:27:34.0 -5.1122 14:27:49.0 -5.1323 14:28:04.0 -5.1524 14:28:19.0 -5.1725 14:28:34.0 -5.1926 14:28:49.0 -5.2127 14:29:04.0 -5.2228 14:29:19.0 -5.2429 14:29:34.0 -5.2530 14:29:49.0 -5.2731 14:30:04.0 -5.2832 14:30:19.0 -5.2933 14:30:34.0 -5.3034 14:30:49.0 -5.3135 14:31:04.0 -5.3236 14:31:19.0 -5.3337 14:31:34.0 -5.3438 14:31:49.0 -5.3539 14:32:04.0 -5.3540 14:32:19.0 -5.3641 14:32:34.0 -5.3642 14:32:49.0 -5.3743 14:33:04.0 -5.3744 14:33:19.0 -5.3945 14:33:34.0 -5.37

MW-09 Slug_Bouwer-Rice_USGS.xls

MW-10 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-10

Local ID:INPUT Date: 10/27/2004

Construction: Time: 9:08Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 2 Feet g

Depths to:water level (DTW) 6.01 Feet

top of screen (TOS) 5.71 FeetBase of Aquifer (DTB) 10 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 1.7 Feet

D = 3.99 FeetH = 1.7 Feet

L/rw = 4.95y0-DISPLACEMENT = 70.72 cm

y0-SLUG = 68.53 cmFrom look-up table using L/rw

Partial penetrate A = 1.740B = 0.230

ln(Re/rw) = 0.886Re = 0.83 cm

Slope = 0.012577 log10/sect90% recovery = 80 sec

K = 2.0E-03 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

Stream Terrace DeposAdjust slope of line to estimate K

0.01

0.10

1.00

10.00

00:00 00:17 00:35 00:52 01:09 01:26TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-10 Slug_Bouwer-Rice_USGS.xls

MW-10 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 0:27:31.3 0.002 0:27:33.0 -1.593 0:27:34.6 -1.83

4 0:27:36.2 -1.935 0:27:37.8 -1.986 0:27:39.5 -2.017 0:27:41.1 -2.04

8 0:27:42.7 -2.069 0:27:44.3 -2.07

10 0:27:46.0 -2.0811 0:27:47.6 -2.0912 0:27:49.2 -2.1013 0:27:50.8 -2.1114 0:27:52.5 -2.1215 0:27:54.1 -2.1316 0:27:55.7 -2.1417 0:27:57.3 -2.1418 0:27:59.0 -2.1519 0:28:00.6 -2.1620 0:28:02.2 -2.1621 0:28:03.8 -2.1722 0:28:05.5 -2.1723 0:28:07.1 -2.1824 0:28:08.7 -2.1825 0:28:10.3 -2.1826 0:28:12.0 -2.1927 0:28:13.6 -2.1928 0:28:15.2 -2.2029 0:28:16.8 -2.2030 0:28:18.5 -2.2031 0:28:20.1 -2.2132 0:28:21.7 -2.2133 0:28:23.3 -2.2134 0:28:25.0 -2.2235 0:28:26.6 -2.2236 0:28:28.2 -2.2237 0:28:29.8 -2.2238 0:28:31.5 -2.2339 0:28:33.1 -2.2340 0:28:34.7 -2.2341 0:28:36.3 -2.2442 0:28:38.0 -2.2443 0:28:39.6 -2.2444 0:28:41.2 -2.2445 0:28:42.8 -2.25

MW-10 Slug_Bouwer-Rice_USGS.xls

MW-12 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-12

Local ID:INPUT Date: 10/28/2004

Construction: Time: 12:52Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 2 Feet g

Depths to:water level (DTW) 5.18 Feet

top of screen (TOS) 5.78 FeetBase of Aquifer (DTB) 10 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 2 Feet

D = 4.82 FeetH = 2.6 Feet

L/rw = 5.82y0-DISPLACEMENT = 114.43 cm

y0-SLUG = 114.52 cmFrom look-up table using L/rw

Partial penetrate A = 1.762B = 0.244

ln(Re/rw) = 1.081Re = 1.01 cm

Slope = 0.0064 log10/sect90% recovery = 156 sec

K = 8.0E-04 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

K= 0.0008 is less than likely minimum of 0.0011 for Fine Sand

Fine SandAdjust slope of line to estimate K

0.01

0.10

1.00

00:00 07:12 14:24 21:36 28:48TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-12 Slug_Bouwer-Rice_USGS.xls

MW-12 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 13:55:01.0 -0.112 13:55:34.0 -2.933 13:56:07.0 -3.16

4 13:56:40.0 -3.325 13:57:13.0 -3.426 13:57:46.0 -3.497 13:58:19.0 -3.55

8 13:58:52.0 -3.599 13:59:25.0 -3.61

10 13:59:58.0 -3.6411 14:00:31.0 -3.6612 14:01:04.0 -3.6713 14:01:37.0 -3.6914 14:02:10.0 -3.7015 14:02:43.0 -3.7116 14:03:16.0 -3.7217 14:03:49.0 -3.7318 14:04:22.0 -3.7419 14:04:55.0 -3.7520 14:05:28.0 -3.7621 14:06:01.0 -3.7622 14:06:34.0 -3.7723 14:07:07.0 -3.7724 14:07:40.0 -3.7825 14:08:13.0 -3.7926 14:08:46.0 -3.7927 14:09:19.0 -3.8028 14:09:52.0 -3.8029 14:10:25.0 -3.8030 14:10:58.0 -3.8131 14:11:31.0 -3.8132 14:12:04.0 -3.8233 14:12:37.0 -3.8234 14:13:10.0 -3.8235 14:13:43.0 -3.8336 14:14:16.0 -3.8337 14:14:49.0 -3.8338 14:15:22.0 -3.8339 14:15:55.0 -3.8440 14:16:28.0 -3.8441 14:17:01.0 -3.8442 14:17:34.0 -3.8443 14:18:07.0 -3.8444 14:18:40.0 -3.8545 14:19:13.0 -3.84

MW-12 Slug_Bouwer-Rice_USGS.xls

MW-13 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-13

Local ID:INPUT Date: 10/27/2004

Construction: Time: 10:47Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 10 Feet g

Depths to:water level (DTW) 7.19 Feet

top of screen (TOS) 10.24 FeetBase of Aquifer (DTB) 25 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 10 Feet

D = 17.81 FeetH = 13.05 Feet

L/rw = 29.09y0-DISPLACEMENT = 59.09 cm

y0-SLUG = 59.09 cmFrom look-up table using L/rw

Partial penetrate A = 2.480B = 0.409

ln(Re/rw) = 2.355Re = 3.62 cm

Slope = 0.004105 log10/sect90% recovery = 244 sec

K = 2.0E-04 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

K= 0.0002 is less than likely minimum of 0.0011 for Fine Sand

Fine SandAdjust slope of line to estimate K

0.01

0.10

1.00

00:00 02:53 05:46 08:38 11:31TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-13 Slug_Bouwer-Rice_USGS.xls

MW-13 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 10:51:32.0 0.012 10:51:41.0 -0.593 10:51:50.0 -0.74

4 10:51:59.0 -0.865 10:52:08.0 -0.976 10:52:17.0 -1.067 10:52:26.0 -1.14

8 10:52:35.0 -1.219 10:52:44.0 -1.27

10 10:52:53.0 -1.3311 10:53:02.0 -1.3812 10:53:11.0 -1.4313 10:53:20.0 -1.4714 10:53:29.0 -1.5115 10:53:38.0 -1.5416 10:53:47.0 -1.5817 10:53:56.0 -1.6018 10:54:05.0 -1.6319 10:54:14.0 -1.6920 10:54:23.0 -1.6721 10:54:32.0 -1.6922 10:54:41.0 -1.7123 10:54:50.0 -1.7324 10:54:59.0 -1.7425 10:55:08.0 -1.7526 10:55:17.0 -1.7727 10:55:26.0 -1.7828 10:55:35.0 -1.7929 10:55:44.0 -1.8030 10:55:53.0 -1.8131 10:56:02.0 -1.8232 10:56:11.0 -1.8333 10:56:20.0 -1.8334 10:56:29.0 -1.8435 10:56:38.0 -1.8536 10:56:47.0 -1.8537 10:56:56.0 -1.8638 10:57:05.0 -1.8739 10:57:14.0 -1.8740 10:57:23.0 -1.8841 10:57:32.0 -1.8842 10:57:41.0 -1.8943 10:57:50.0 -1.8944 10:57:59.0 -1.9045 10:58:08.0 -1.90

MW-13 Slug_Bouwer-Rice_USGS.xls

MW-14 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-14

Local ID:INPUT Date: 10/27/2004

Construction: Time: 10:05Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 10 Feet g

Depths to:water level (DTW) 7.36 Feet

top of screen (TOS) 10.38 FeetBase of Aquifer (DTB) 25 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 10 Feet

D = 17.64 FeetH = 13.02 Feet

L/rw = 29.09y0-DISPLACEMENT = 31.68 cm

y0-SLUG = 31.68 cmFrom look-up table using L/rw

Partial penetrate A = 2.480B = 0.409

ln(Re/rw) = 2.356Re = 3.63 cm

Slope = 0.013938 log10/sect90% recovery = 72 sec

K = 8.0E-04 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

K= 0.0008 is less than likely minimum of 0.0011 for Fine Sand

Fine SandAdjust slope of line to estimate K

0.01

0.10

1.00

00:00 01:26 02:53 04:19 05:46 07:12 08:38TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-14 Slug_Bouwer-Rice_USGS.xls

MW-14 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 10:00:49.0 -4.162 10:00:54.0 -4.383 10:00:59.0 -4.55

4 10:01:04.0 -4.675 10:01:09.0 -4.766 10:01:14.0 -4.837 10:01:19.0 -4.88

8 10:01:24.0 -4.939 10:01:29.0 -4.98

10 10:01:34.0 -5.0211 10:01:39.0 -5.0512 10:01:44.0 -5.0713 10:01:49.0 -5.0914 10:01:54.0 -5.1115 10:01:59.0 -5.1216 10:02:04.0 -5.1417 10:02:09.0 -5.1418 10:02:14.0 -5.1519 10:02:19.0 -5.1620 10:02:24.0 -5.1621 10:02:29.0 -5.1722 10:02:34.0 -5.1723 10:02:39.0 -5.1724 10:02:44.0 -5.1825 10:02:49.0 -5.1826 10:02:54.0 -5.1827 10:02:59.0 -5.1828 10:03:04.0 -5.1929 10:03:09.0 -5.1930 10:03:14.0 -5.1931 10:03:19.0 -5.1932 10:03:24.0 -5.1933 10:03:29.0 -5.1934 10:03:34.0 -5.1935 10:03:39.0 -5.1936 10:03:44.0 -5.1937 10:03:49.0 -5.1938 10:03:54.0 -5.1939 10:03:59.0 -5.1940 10:04:04.0 -5.1941 10:04:09.0 -5.1942 10:04:14.0 -5.1943 10:04:19.0 -5.1944 10:04:24.0 -5.1945 10:04:29.0 -5.19

MW-14 Slug_Bouwer-Rice_USGS.xls

MW-15 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-15

Local ID:INPUT Date: 10/22/2004

Construction: Time: 13:25Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 2 Feet g

Depths to:water level (DTW) 5 Feet

top of screen (TOS) 4.99 FeetBase of Aquifer (DTB) 9 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 1.99 Feet

D = 4 FeetH = 1.99 Feet

L/rw = 5.79y0-DISPLACEMENT = 71.42 cm

y0-SLUG = 73.10 cmFrom look-up table using L/rw

Partial penetrate A = 1.761B = 0.244

ln(Re/rw) = 0.995Re = 0.93 cm

Slope = 0.000228 log10/sect90% recovery = 4393 sec

K = 3.0E-05 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

K= 0.00003 is less than likely minimum of 0.0011 for Fine Sand

Fine SandAdjust slope of line to estimate K

0.01

0.10

1.00

00:00 07:12 14:24 21:36 28:48 36:00TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-15 Slug_Bouwer-Rice_USGS.xls

MW-15 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 15:16:00.0 0.032 15:16:39.0 -2.143 15:17:18.0 -2.15

4 15:17:57.0 -2.165 15:18:36.0 -2.166 15:19:15.0 -2.177 15:19:54.0 -2.17

8 15:20:33.0 -2.209 15:21:12.0 -2.18

10 15:21:51.0 -2.1811 15:22:30.0 -2.1812 15:23:09.0 -2.1913 15:23:48.0 -2.1914 15:24:27.0 -2.1915 15:25:06.0 -2.1916 15:25:45.0 -2.1917 15:26:24.0 -2.1918 15:27:03.0 -2.1919 15:27:42.0 -2.1920 15:28:21.0 -2.2021 15:29:00.0 -2.2022 15:29:39.0 -2.2023 15:30:18.0 -2.2024 15:30:57.0 -2.2025 15:31:36.0 -2.2026 15:32:15.0 -2.2027 15:32:54.0 -2.2028 15:33:33.0 -2.2029 15:34:12.0 -2.2030 15:34:51.0 -2.2131 15:35:30.0 -2.2132 15:36:09.0 -2.2433 15:36:48.0 -2.2134 15:37:27.0 -2.2135 15:38:06.0 -2.2136 15:38:45.0 -2.2137 15:39:24.0 -2.2138 15:40:03.0 -2.2139 15:40:42.0 -2.2140 15:41:21.0 -2.2141 15:42:00.0 -2.2142 15:42:39.0 -2.2143 15:43:18.0 -2.2144 15:43:57.0 -2.2145 15:44:36.0 -2.23

MW-15 Slug_Bouwer-Rice_USGS.xls

MW-16 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-16

Local ID:INPUT Date: 10/27/2004

Construction: Time: 13:07Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 10 Feet g

Depths to:water level (DTW) 4.89 Feet

top of screen (TOS) 9.84 FeetBase of Aquifer (DTB) 20 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 10 Feet

D = 15.11 FeetH = 14.95 Feet

L/rw = 29.09y0-DISPLACEMENT = 91.07 cm

y0-SLUG = 91.37 cmFrom look-up table using L/rw

Fully penetrate C = 2.041ln(Re/rw) = 2.765

Re = 5.46 cm

Slope = 0.00332 log10/sect90% recovery = 301 sec

K = 2.0E-04 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

K= 0.0002 is less than likely minimum of 0.0011 for Fine Sand

Fine SandAdjust slope of line to estimate K

0.01

0.10

1.00

00:00 02:53 05:46 08:38 11:31 14:24 17:17TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-16 Slug_Bouwer-Rice_USGS.xls

MW-16 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 15:21:28.0 -0.142 15:21:49.0 -2.323 15:22:10.0 -2.47

4 15:22:31.0 -2.515 15:22:52.0 -2.636 15:23:13.0 -2.717 15:23:34.0 -2.78

8 15:23:55.0 -2.839 15:24:16.0 -2.87

10 15:24:37.0 -2.9011 15:24:58.0 -2.9212 15:25:19.0 -2.9313 15:25:40.0 -2.9514 15:26:01.0 -2.9715 15:26:22.0 -2.9716 15:26:43.0 -2.9817 15:27:04.0 -2.9918 15:27:25.0 -2.9919 15:27:46.0 -2.9920 15:28:07.0 -3.0021 15:28:28.0 -3.0022 15:28:49.0 -3.0123 15:29:10.0 -3.0124 15:29:31.0 -3.0125 15:29:52.0 -3.0126 15:30:13.0 -3.0227 15:30:34.0 -3.0228 15:30:55.0 -3.0229 15:31:16.0 -3.0230 15:31:37.0 -3.0231 15:31:58.0 -3.0232 15:32:19.0 -3.0333 15:32:40.0 -3.0334 15:33:01.0 -3.0335 15:33:22.0 -3.1236 15:33:43.0 -3.0237 15:34:04.0 -3.0338 15:34:25.0 -3.0339 15:34:46.0 -3.0340 15:35:07.0 -3.0341 15:35:28.0 -3.0442 15:35:49.0 -3.0443 15:36:10.0 -3.0444 15:36:31.0 -3.0445 15:36:52.0 -3.04

MW-16 Slug_Bouwer-Rice_USGS.xls

MW-17 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-17

Local ID:INPUT Date: 10/27/2004

Construction: Time: 13:30Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 10 Feet g

Depths to:water level (DTW) 5.87 Feet

top of screen (TOS) 9.45 FeetBase of Aquifer (DTB) 21.5 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 10 Feet

D = 15.63 FeetH = 13.58 Feet

L/rw = 29.09y0-DISPLACEMENT = 78.67 cm

y0-SLUG = 79.19 cmFrom look-up table using L/rw

Partial penetrate A = 2.480B = 0.409

ln(Re/rw) = 2.442Re = 3.95 cm

Slope = 0.012977 log10/sect90% recovery = 77 sec

K = 8.0E-04 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

K= 0.0008 is less than likely minimum of 0.0011 for Fine Sand

Fine SandAdjust slope of line to estimate K

0.01

0.10

1.00

00:00 01:26 02:53 04:19 05:46TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-17 Slug_Bouwer-Rice_USGS.xls

MW-17 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 13:41:55.0 -3.79#N/A #N/A

3 13:42:01.0 -4.71

4 13:42:04.0 -4.925 13:42:07.0 -5.086 13:42:10.0 -5.217 13:42:13.0 -5.32

8 13:42:16.0 -5.429 13:42:19.0 -5.51

10 13:42:22.0 -5.5911 13:42:25.0 -5.6612 13:42:28.0 -5.7313 13:42:31.0 -5.7814 13:42:34.0 -5.8315 13:42:37.0 -5.8816 13:42:40.0 -5.9217 13:42:43.0 -5.9618 13:42:46.0 -5.9919 13:42:49.0 -6.0220 13:42:52.0 -6.0521 13:42:55.0 -6.0822 13:42:58.0 -6.1023 13:43:01.0 -6.1224 13:43:04.0 -6.1425 13:43:07.0 -6.1626 13:43:10.0 -6.2227 13:43:13.0 -6.1928 13:43:16.0 -6.2529 13:43:19.0 -6.2430 13:43:22.0 -6.2231 13:43:25.0 -6.2332 13:43:28.0 -6.2433 13:43:31.0 -6.2534 13:43:34.0 -6.2635 13:43:37.0 -6.2636 13:43:40.0 -6.2737 13:43:43.0 -6.2838 13:43:46.0 -6.2839 13:43:49.0 -6.2940 13:43:52.0 -6.2941 13:43:55.0 -6.3042 13:43:58.0 -6.3043 13:44:01.0 -6.3144 13:44:04.0 -6.3145 13:44:07.0 -6.31

MW-17 Slug_Bouwer-Rice_USGS.xls

MW-18 Slug_Bouwer-Rice_USGS.xlsWELL ID: MW-18

Local ID:INPUT Date: 10/22/2004

Construction: Time: 13:25Casing dia. (dc) 2 Inch

Annulus dia. (dw) 8.25 Inch

Screen Length (L) 2 Feet g

Depths to:water level (DTW) 5.17 Feet

top of screen (TOS) 5.71 FeetBase of Aquifer (DTB) 10 Feet

Annular Fill:across screen -- Fine Sandabove screen -- Bentonite

Aquifer Material --

COMPUTEDLwetted 2 Feet

D = 4.83 FeetH = 2.54 Feet

L/rw = 5.82y0-DISPLACEMENT = 49.83 cm

y0-SLUG = 49.95 cmFrom look-up table using L/rw

Partial penetrate A = 1.762B = 0.244

ln(Re/rw) = 1.073Re = 1.00 cm

Slope = 0.012153 log10/sect90% recovery = 82 sec

K = 2.0E-03 cm/Second

REMARKS: Bouwer and Rice analysis of slug test, WRR 1976

Input is consistent.

Fine SandAdjust slope of line to estimate K

0.01

0.10

1.00

00:00 02:53 05:46 08:38 11:31TIME, Minute:Second

y/y 0

dc

Base of Aquifer

dw

HL D

DTW

DTB

TOS

Initial test

MW-18 Slug_Bouwer-Rice_USGS.xls

MW-18 Slug_Bouwer-Rice_USGS.xlsReduced Data

Time, WaterEntry Hr:Min:Sec Level

1 8:50:22.0 0.002 8:50:34.0 -0.453 8:50:46.0 -0.81

4 8:50:58.0 -1.075 8:51:10.0 -1.236 8:51:22.0 -1.327 8:51:34.0 -1.39

8 8:51:46.0 -1.449 8:51:58.0 -1.47

10 8:52:10.0 -1.5011 8:52:22.0 -1.5212 8:52:34.0 -1.5313 8:52:46.0 -1.5514 8:52:58.0 -1.5615 8:53:10.0 -1.5616 8:53:22.0 -1.5717 8:53:34.0 -1.5818 8:53:46.0 -1.5819 8:53:58.0 -1.5920 8:54:10.0 -1.5921 8:54:22.0 -1.5922 8:54:34.0 -1.6023 8:54:46.0 -1.6024 8:54:58.0 -1.6025 8:55:10.0 -1.6026 8:55:22.0 -1.6027 8:55:34.0 -1.6028 8:55:46.0 -1.6129 8:55:58.0 -1.6130 8:56:10.0 -1.6131 8:56:22.0 -1.6132 8:56:34.0 -1.6133 8:56:46.0 -1.6134 8:56:58.0 -1.6135 8:57:10.0 -1.6136 8:57:22.0 -1.6137 8:57:34.0 -1.6138 8:57:46.0 -1.6139 8:57:58.0 -1.6240 8:58:10.0 -1.6241 8:58:22.0 -1.6242 8:58:34.0 -1.6243 8:58:46.0 -1.6244 8:58:58.0 -1.6245 8:59:10.0 -1.62

MW-18 Slug_Bouwer-Rice_USGS.xls