Text

Cimarron Environmental Response Trust Revision of Aquifer Pumping Test Data Pilot Test Report - Appendix Z
	ML19029A795
Person / Time
Site:	07000925
Issue date:	01/15/2019
From:	Lux J; Environmental Properties Management
To:	Davis P; Office of Nuclear Material Safety and Safeguards, State of OK, Dept of Environmental Quality (DEQ)
References
	Download: ML19029A795 (80)
	v • d • e

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environmental

.properties management; LLC

Cimarron Environmental Response Trust Revision.of Aquifer Pumping Test Data -

Pilot Test Report - Appendix Z January 15, 2019

(

January 15, 2019 Mr. Paul Davis Project Manager r,

Oklahoma Department of Environmental Quality 707 North Robinson Oklahoma City, OK 73102 Re: Cimarron Environmental Response Trust

~

environmental properties management. LLC Revision of Aquifer Pumping Test Data Analysis - Pilot Test Report Appendix Z

Dear Mr. Davis:

In a letter dated August 24, 2018, the Oklahoma Department of Environmental Quality (DEQ) commented on Remediation Pilot Test Report, submitted by Environmental Properties Management LLC (EPM) on June 1, 2018. That report included an analysis of data generated during an aquifer pumping test conducted at Extraction Trench GETR-BA 1-01. Water level measurement data collected during the pumping and recovery phases of the test were evaluated using AQTESOLV' software. The software calculated hydrogeologic parameters for the transition zone material surrounding the extraction trench. The values for these parameters were subsequently used to revise the design of groundwater remediation infrastructure in Burial Area

1 (BAI).

DEQ commented that the location coordinate values entered in the software application were incorrect because an x-axis coordinate of zero should be entered for all observation wells located on either side of the extraction trench alignment, provided they are not located beyond the linear extent of the trench alignment. The y-axis coordinate would then be determined by measuring the distance from each observation point to the trench in a direction perpendicular to the trench.

DEQ requested a corrected version of Appendix Z containing revised coordinate inputs and aquifer parameter outputs resulting from the AQTESOL V solutions.

A copy of the corrected Appendix Z is attached to this letter. The parameter values generated by AQTESOL V were tabulated in Table 6-2 of the Remediation Pilot Test Report. In addition to Appendix Z, a copy of the original Table 6-2 is attached to this letter as well as the corrected Table 6-2, containing the corrected output parameters. The corrected Table 6-2 contains the word "revised" in the file name and the date of the revision in the footer. A comparison of the original and corrected versions of Table 6-2 i_ndicates the changes in aquifer parameter values resulting from the pump test solution revisions are relatively minor in magnitude.

The impact of correcting the X and Y coordinate values in the AQTESOLV software application for each observation point is that changes in aquifer parameters were insignificant in most cases, and less than 15 percent in all cases. Aquifer parameters such as transmissivity and hydraulic conductivity (parameters for which values were calculated by AQTESOL V) typically range by orders of magnitude. For instance, hydraulic conductivity may range from 10-7 centimeters per second (cm/sec) for a low-permeability soil to 10-1 cm/sec for coarse alluvial material.

.I 9400 Word Porkwoy

Konsos Cily, MO 64114 Tel: 40S-642-SIS2

jlux@envpm.com

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envi ronmenta I properties management. LLC Mr. Paul Davis Oklahoma Department of Environmental Quality January 15, 2019 Page2 Consequently, a change ofless than 15% is insignificant, and does not indicate that changes to the location or design of groundwater remediation infrastructure components are warranted.

In summary, the revision ofx-and y-coordinate values in the AQTESOLV software application did not result in aquifer parameter changes that would require modifications to the location or design of groundwater remediation infrastructure presented in the November 2, 2018 Facility Decommissioning Plan - Rev I.

If yoq have questions or further comment, please contact me at 405-642-5152 or jlux@envpm.com.

Sincerely, y~

Jeff Lux, P.E. _

Project Manager Attachments cc: Ken Kalman, US Nuclear Regulatory Commission Lifeng Guo, US Nuclear Regulatory Commission ( electronic copy only)

Robert Evans, US Nuclear Regulatory Commission - Region IV I

~

environmental properties management. LLC ATTACHMENT 1 APPENDIX Z TO REMEDIATION PILOT TEST REPORT REVISED VERSION

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WELL TEST ANALYSIS Data Set: Z:\\... \\02W02 Coooer Jacobs-08282018.aqt Date: 12/07/18 Time: 13:57:53 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01 Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02351 WELL DATA Pumping Wells Observation Wells I Well Name X (ft)

I y (ft)

I I Well Name I

X {ft}

I y {ft)

I I GETR-BA1-018 0

I 0

I O 02W02 0

-25 SOLUTION Aquifer Model: Unconfined Solution Method: Cooper-Jacob T = 161. ft2/day S = 0.04472

AQTESOLV for Windows Data Set: Z:\\Clients\\ENS\\CERn96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA1 Aq Date: 12/07/18

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"-. PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02351 PUMPING WELL DATA No. of pumping wells: 1 Pumping Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 14.83 ft

_Screen Length: 200. ft io. of pumping periods: 1 Pumping Period Data Time (sec)

Rate ~al/min}

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OBSERVATION WELL DATA No. of observation wells: 2 Observation Well No. 1:, GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of Observations: 53 Observation Data TimeJsec}

1.

12/07/18

30.

45.

60.

75.

90.

105.

120.

135.

Displacement {tt) 0.03 0.06 0.08 0.08 0.07 0.08 0.09 0.12 0.12 1

I 1me bsec}

96.

1080.

1200.

1500.

1800.

2100.

2400.

2700.

3000.

Displacement (ft}

0.53 0.55 0.61 0.78 0.92 1.09 1.23 1.4 1.54 13:59:22

AQTESOLV for Windows Time bsec}

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DisQlacement (ft}

0.12 TimeJsec}

33 0.

DisQlacement (ft}

1.67

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165.

0.13 3600.

1.82

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180.

0.14 4200.

2.14 195.

0.15 4800.

2.37 210.

0.15 5400.

2.71 225.

0.17 6000.

2.94 240.

0.17 6600.

3.2 255.

0.19 7200.

3.47 270.

0.19 9000.

4.17 285.

0.21 1.08E+4 4.88 300.

0.22 1.26E+4 5.59 360.

0.24 1.44E+4 6.24 420.

0.26 1.62E+4 6.98 480.

0.31 1.8E+4 7.54 540.

0.34 2.16E+4 8.99 600.

0.38 2.52E+4 10.27 720.

0.43 2.88E+4 10.28 840.

0.48 Observation Well No. 2: 02W02 X Location: 0. ft Y Location: -25. ft Radial distance from GETR-BA 1-01 B: 25. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 102 Observation Data

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0.132 201.

0.005 3786.

0.145 213.

0.006 4008.

0.156 225.6 0.013 4248.

0.179 238.8 0.011 4500.

0.19 253.2 0.01 4764.

0.212 268.2 0.007 5046.

0.245 283.8 0.014 5346.

0.268 300.6 0.014 5664.

0.295 318.6 0.011 6000.

0.32 337.2 0.013 6360.

0.346 357.6

,0.009 6720.

0.372 378.6 0.013 7140.

0.411.

400.8 0.008 7560.

0.444 424.8 0.007 7980.

0.484' 450.

0.006 8460.

0.528 476.4 0.01 9000.

0.575 504.6 0.007 9480.

0.618 534.6

0.005 1.008E+4 0.681 566.4 0.013 1.068E+4 0.742 600.

0.012 1.128E+4 0.812 636.

0.005 1.194E+4 0.884 672.

0.006 1.266E+4 0.961 714.

0.005 1.344E+4 1.049 756.

0.002 1.422E+4 1.139.

798.

0.003 1.506E+4 1.229 846.

0.003 1.596E+4 1.341 900.

0.002 1.686E+4 1.436 948.

0.001 1.776E+4 1.539 1008.

0.004 1.866E+4 1.629 1068.

0.005 1.956E+4 1.718 1128.

0.009 2.046E+4 1.804 1194.

0.007 2.136E+4 1.888 1266.

0.007 2.226E+4 1.967 12/07/18 2

13:59:22

AQTESOLV for Windows TimeJsec) 13 4.

1422.

1506.

1596.

1692.

1788.

1896.

2010.

2130.

2256.

2388.

2532.

2682.

2838.

3006.

3186.

3372.

Displacement (ft) 0.012 0.018 0.026 0.032 0.035 0.041 0.043 0.049 0.054 0.064 0.074 0.074 0.086 0.097 0.111 0.116 0.124 SOLUTION Pumping Test Aquifer Model: Unconfined Solution Method: Cooper-Jacob VISUAL ESTIMATION RESULTS Estimated Parameters Parameter s

Estimate 161.

0.04472 ft2/day

,--*\\= T/b = 10.06 ft/day (0.00355 cm/sec)

\\ >, = S/b = 0.002795 1/ft

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12/07/18 3

Time (sec) 2.316E+4 2.406E+4 2.496E+4 2.586E+4 2.676E+4 2.766E+4 2.856E+4 2.946E+4 3.036E+4 3.126E+4 3.216E+4 3.306E+4 3.396E+4 3.486E+4 3.576E+4 3.666E+4 3.756E+4 Displacement (ft) 2.048 2.119 2.185 2.255 2.3 2.35 2.384 2.42 2.448 2.473 2.485 2.505 2.515 2.527 2.527 2.53 2.528 13:59:22

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WELL TEST ANALYSIS Data Set: Z:\\... \\02W28 coo12er jacobs-08282018.agt Date: 12/07/18 Time: 14:15:05 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01 Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16.33 ft Anisotropy Ratio (Kz/Kr): 0.01333 WELL DATA Pumpin :::i Wells Observation Wells I Well Name X (ft)

I y (ft)

I Well Name I

X (ft)

I y (ft) I I GETR-BA1-01B 0

I 0

I I A 02W28 I

0 I

19 I

SOLUTION Aquifer Model: Unconfined Solution Method: Cooper-Jacob T = 303.1 ft2/day S = 0.05741

AQTESOLV for Windows Data Set: Z:\\Clients\\ENS\\CERn96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA1 Aq Date: 12/07/18

//'":",'me: 14: 15:42

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,_ f>ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01 AQUIFER DATA Saturated Thickness: 16.33 ft Anisotropy Ratio (Kz/Kr): 0.01333 PUMPING WELL DATA No. of pumping wells: 1 Pumping Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 16.06 ft Screen Length: 1480. ft

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Rate ~al/min)

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OBSERVATION WELL DATA No. of observation wells: 1 Observation Well No. 1 : 02W28 X Location: 0. ft Y Location: 19. ft Radial distance from GETR-BA 1-01 B: 19. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 221 Observation Data Timeisec) 0.b 0.5 0.75 12/07/18

1.

1.25 1.5 1.75

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I 1me ~sec)

94.

1008.

1068.

1128.

1194.

1266.

1344.

1422.

1506.

1596.

Displacement (ft) 0.099 0.116 0.125 0.129 0.147 0.157 0.171 0.185 0.197 0.212 14:15:42

AQTESOLV for Windows Time;sec) 2.0 Dis~lacement (ft) 0.001 TimeJ5ec) 16 l..

Dis~lacement (ft) 0.22 r"'"""\\

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0.001 1788.

0.233 1,

3.25 0.004 1896.

0.255 3.5 0.005 2010.

0.272 3.75 0.007 2130.

,, 0.288

4.

0.009.

2256.

0.298 4.25 0.003 2388.

0.305 4.5 0.001 2532.

0.327 4.75 0.004 2682.

0.342

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0.002 2838.

0.358 5.25 0.002 3006.

0.384 5.5

0.

3186.

0.402 5.75 0.011 3372.

0.424

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0.

3576.

0.45 6.36 0.001 3786.

0.487 6.72 0.009 4008.

0.504 7.14 0.006 4248.

0.539 7.56 0.002 4500.

0.566 7.98 0.001 4764.

0.591 8.46 0.002 5046.

0.616

9.

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0.655 9.48 0.004 5664.

0.684 10.08 0.004 6000.

0.716 10.68 0.001 6360.

0.761 11.28 0.007 6720.

0.797 11.94 0.004 7140.

0.84 12.66 0.005 7560.

0.881 13.44 0.002 7980.

0.921 14.22 Q.001 8460.

0.978 15.06 0.009 9000.

1.026 15.96 0.008 9480.

1.076 16.92 0.005 1.008E+4 1.135 17.88 0.008 1.068E+4 1.195

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2.316E+4 1.781

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0.008 2.406E+4 1.809 47.64 0.01 2.496E+4 1.825 50.46 0.005 2.586E+4 1.839 53.46 0.007 2.676E+4 1.862 56.64 0.018 2.766E+4 1.87

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0.009 2.856E+4 1.882 63.6 0.003 2.946E+4 1.907 67.2 0.003 3.036E+4 1.918 71.4 0.004 3.126E+4 1.936 75.6 0.005 3.216E+4 1.945 79.8

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3.306E+4 1.953 84.6 0.009 3.396E+4 1.972

90.

0.002 3.486E+4 1.982 94.8 0.009 3.576E+4 1.997

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100.8

. 0.011 3.666E+4 2.013 106.8 0.002 3.756E+4 2.015

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I 112.8 0.001 3.846E+4 2.028 119.4 0.002 3.936E+4 2.033 126.6

0.

4.026E+4 2.041 12/07/18 2

14:15:42

AQTESOLV for Windows TimeJsec) 13.4

//-.......

142.2

\\

150.6 159.6 169.2 178.8 189.6 201.

213.

225.6 238.8 253.2 268.2 283.8 300.6 318.6 337.2 357.6 378.6 400.8 424.8 450.

476.4 504.6 534.6 566.4 600.

636.

672.

714.

756.

798.

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846.

j 900.

Displacement (ft) 0.016 0.006 0.011 0.01 0.009 0.011 0.003 0.012 0.004 0.011 0.018 0.014 0.019 0.016 0.016 0.018 0.019 0.017 0.029 0.032 0.03 0.035 0.04 0.038 0.046 0.047 0.061 0.065 0.066 0.067 0.084 0.089 0.089 0.094 SOLUTION Pumping Test Aquifer Model: Unconfined Solution Method: Coop~r-Jacob VISUAL ESTIMATION RESULTS Estimated Parameters Parameter s

Estimate 303.1 ft2/day 0.05741 K = T/b = 18.56 ft/day (0.006549 cm/sec)

Ss = S/b = 0.003516 1/ft 12/07/18 3

Time (sec) 4.116E+4 4.206E+4 4.296E+4 4.386E+4 4.476E+4 4.566E+4 4.656E+4 4.746E+4 4.836E+4 4.926E+4 5.016E+4 5.106E+4 5.196E+4 5.286E+4 5.376E+4 5.466E+4 5.556E+4 5.646E+4 5.736E+4 5.826E+4 5.916E+4 6.006E+4 6.096E+4 6.186E+4 6.276E+4 6.366E+4 6.456E+4 6.546E+4 6.636E+4 6.726E+4 6.816E+4 6.906E+4 6.996E+4 Displacement (ft)

,, 2.053 2.063 2.071 2.081 2.089 2.096 2.108 2.111 2.119 2.128 2.136 2.142 2.147 2.153 2.16 2.166 2.169 2.178 2.175 2.18 2.179 2.187 2.192 2.183 2.191 2.188 2.184 2.179 2.171 2.172 2.169 2.155 2.149 14:15:42

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WELL TEST ANALYSIS Data Set: Z:\\... \\02W39 coo~er jacobs.agt Date: 12/07/18 Time: 15:13:37 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA 1-01 Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16.33 ft Anisotropy Ratio (Kz/Kr): 0.01333 WELL DATA Pumpinq Wells Observation Wells I Well Name X (ft)

I y (ft) I I Well Name I

X (ft)

I y (ft) I I GETR-BA 1-01 B 0

I 0

I I A 02W39 I

25 I

4 I

SOLUTION Aquifer Model: Unconfined Solution Method: Cooper-Jacob T = 945.3 ft2/day S=0.1712

AQTESOLV for Windows Data Set: Z:\\Clients\\ENS\\CERT\\96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA1 Aq Date: 12/07/18 1,r-'"':1)me: 15:14:16

\\ -r'ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01 AQUIFER DATA Saturated Thickness: 16.33 ft Anisotropy Ratio (Kz/Kr): 0.01333 PUMPING WELL DATA No. of pumping wells: 1 Pumping Well No. 1: GETR-BA1-01B X Location: 0. ft Y Location: 0. ft Casin_g Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 16.06 ft Screen Length: 1480. ft

,--./*---.,

)>. of pumping p~riods: 1 Pumping Period Data Time (sec)

Rate ~al/min}

0.

6.

OBSERVATION WELL DATA No. of observation wells: 1 Observation Well No. 1 : 02W39 X Location: 25. ft Y Location: 4. ft Radial distance from GETR-BA 1-01 B: 25.3179778 ft Piezometer Piezometer Depth: 10. ft No. of Observations: 221 Observation Data Displacement (ft)

I,me hsec}

0.006 94.

0.007 1008.

0.003 1068.

0.001 1128.

0.008 1194.

0.

1266.

0.004 1344.

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0.2 1 0.501 0.751 1.001 1.251 1.501 1.751 2.001 2.251 2.501 0.003 1422.

0.006 1506.

0.005 1596.

12/07/18 1

Displacement (ft}

0.029 0.036 0.037 0.035 0.038 0.044 0.047 0.051 0.053 0.053 15:14:16

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0.056

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3.251 0.005 1896.

0.066 3.501 0.004 2010.

0.069 3.751 0.003 2130.

0.067 4.001 0.007 2256.

0.078 4.251 0.004 2388.

0.072 4.501 0.005 2532.

0.086 4.751 0.006 2682.

0.072 5.001 0.001 2838.

0.076 5.251 0.001 3006.

0.076 5.501 0.002 3186.

0.077 5.751 0.001 3372.

0.078 6.001 0.001 3576.

0.093 6.36 0.003 3786.

0.093 6.72 0.002 4008.

0.097 7.14 0.008 4248.

0.099 7.56 0.003 4500.

0.098 7.98 0.003 4764.

0.12 8.46 0.001 5046.

0.121

9.

0.005 5346.

0.129 9.48 0.006 5664.

0.137 10.08

0.

6000.

0.149 10.68 0.003 6360.

0.145 11.28 0.003 6720.

0.157 11.94 0.001 7140.

0.158 12.66 0.003 7560.

0.164 13.44 0.002 7980.

0.178 14.22 0.001 8460.

0.182 15.06 0.002 9000.

0.18 15.96

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45.

0.001 2.406E+4 0.451 47.64 0.015 2.496E+4 0.463 50.46 0.003 2.586E+4 0.473 53.46 0.002 2.676E+4 0.479

'56.64 0.004 2.766E+4 0.485

60.

0.001 2.856E+4 0.499 63.6 0.006 2.946E+4 0.504 67.2 0.002 3.036E+4 0.515 71.4 0.005 3.126E+4 0.517 75.6 0.003 3.216E+4 0.531 79.8 0.006 3.306E+4 0.537 84.6 0.003 3.396E+4 0.541

90.

0.003 3.486E+4 0.555 94.8 0.006 3.576E+4 0.557 100.8 0.006 3.666E+4 0.571

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0.

4.026E+4 0.598 12/07/18 2

15:14:16

AQTESOLV for Windows TimeJsec) 13.4 142.2 150.6 159.6 169.2 178.8 189.6 201.

213.

225.6 238.8 253.2 268.2 283.8 300.6 318.6 337.2 357.6 378.6 400.8 424.8 450.

476.4 504.6 534.6 566.4 600.

636.

672.

714.

756.

798.

846.

900.

Displacement (ft) 0.003 0.001 0.006 0.004 0.002 0.001 0.003 0.004 0.004 0.003 0.003 0.002 0.007 0.007

0.

0.001 0..

0.005 0.003 0.004 0.013

0.

0.011 0.011 0.015 0.014 0.014 0.019 0.023 0.02 0.018 0.037 0.031 0.03 SOLUTION Pumping Test Aquifer Model: Unconfined Solution Method: Cooper-Jacob VISUAL ESTIMATION RESULTS Estimated Parameters Parameter s

Estimate 945.3 ft2/day 0.1712 K = T/b = 57.89 ft/day (0.02042 cm/sec)

Ss = S/b = 0.01048 1/ff I

i

\\

/

12/07/18 3

Time (sec) 4.116E+4 4.206E+4 4.296E+4 4.386E+4 4.476E+4 4.566E+4 4.656E+4 4.746E+4 4.836E+4 4.926E+4 5.016E+4 5.106E+4 5.196E+4 5.286E+4 5.376E+4 5.466E+4 5.556E+4 5.646E+4 5.736E+4 5.826E+4 5.916E+4 6.006E+4 6.096E+4 6.186E+4 6.276E+4 6.366E+4 6.456E+4 6.546E+4 6.636E+4 6.726E+4 6.816E+4 6.906E+4 6.996E+4 Displacement (ft) 0.598 0.603 0.608 0.612 0.624 0.623 0.631 0.631 0.639 0.647 0.649 0.65 0.649 0.652 0.653 0.657 0.66 0.665 0.662 0.67 0.673 0.665 0.674 0.676 0.671 0.678 0.687 0.683 0.681 0.681 0.688 0.683 0.688 15:14:16

3.2 2

+-'

C Cl)

E 2.4 Cl)

(.)

ro 0..

Cl) 0 "O

Cl) 1.6

+-'

(.)

Cl)

I...

0 0

0.8

0. ~J..cJ...J...,J,1.ldJd,.,,,=k..Jd,,l,,lnbl.Jmm.,dmmllm,J..l,,Jnhl,j,j,mnnmllmmfmitumdlll~____Li~Ulll.l..._...L..J.....LJJ...ill.l 0.1

1.

10.

100.

1000.

1.0E+4 1.0E+5 Adjusted Time (sec)

WELL TEST ANALYSIS Data Set: Z:\\... \\TMW09 Cooper Jacobs.aqt Date: 12/07/18 Time: 15:08:38 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well : GETR-BA1-01 Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02351 WELL DATA Pumpinq Wells Observation Wells I Well Name I

X (ft)

I y (ft)

I I Well Name I

X (ft)

I y (ft)

I I GETR-BA 1-01 B I

0 I

O TMW09 0

-22 SOLUTION Aquifer Model: Unconfined Solution Method: Cooper-Jacob T = 314.2 ft2/day S = 0.04183

AQTESOLV for Windows Data Set: Z:\\Clients\\ENS\\CERn96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA1 Aq Date: 12/07/18

.r~~ime: 15:09:06

\\ -/ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02351 PUMPING WELL DATA No. of pumping wells: 1 Pumping Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft

, _):>. of pumping periods: 1 Pumping Period Data Time (sec)

Rate ~al/min)

0.

6.

OBSERVATION WELL DATA No. of observation wells: 2 Observation Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA1-01B: 0. ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of Observations: 53 Observation Data TimeJsec) 1.

12/07/18

30.

45.

60.

75.

90.

105.

120.

135.

Displacement {fl) 0.03 0.06 0.08 0.08 0.07 0.08 0.09 0.12 0.12 1

I 1me bsec) 96.

1080.

1200.

1500.

1800.

2100.

2400.

. 2700.

3000.

Displacement (ft) 0.53 0.55 0.61 0.78 0.92 1.09 1.23 1.4 1.54 15:09:06

/

AQTESOLV for Windows Time bsec),

15.

165.

180.

195.

210.

225.

240.

255.

270.

285.

300.

360.

420.

480.

540.

600.

720.

840.

Displacement (ft) 0.12 0.13 Observation Well No. 2: TMW09 X Location: 0. ft Y Location: -22. ft 0.14 0.15 0.15 0.17 0.17 0.19 0.19 0.21 0.22 0.24 0.26 0.31 0.34 0.38 0.43 0.48 Radial distance from GETR-BA 1-01 B: 22. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 221 TimeJsec) 33LJ.

3600.

4200.

4800.

5400.

6000.

6600.

7200.'

9000.

1.08E+4 1.26E+4 1.44E+4 1.62E+4 1.8E+4 2.16E+4 2.52E+4 2.88E+4 Observation Data Time~sec)

0. 5 0.5 0.75 12/07/18

1.

1.25 1.5 1.75

2.

2.25 2.5 2.75

3.

3.25 3.5 3.75

4.

4.25 4.5 4.75

5.

5.25 5.5 5.75

6.

6.36 6.72 7.14 7.56 7.98 8.46

9.

9.48 10.08 10.68 Displacement (fl) 0.003 0.004

0.

0.003

0.

0.002 0.004 0.002 0.002 0.001 0.001

0.

0.001 0.001 0.005 0.002 0.001 0.002 0.006 0.004 0.001 0.003 0.003 0.003 0.003 0.001 0.005 0.001 0.002 0.001 0.003

0.

0.001 0.001 2

I 1me ~sec)

94.

1008.

1068.

1128.

1194.

1266.

1344.

1422.

1506.

1596.

1692.

1788.

1896.

2010.

2130.

2256.

2388.

2532.

2682.

2838.

3006.

3186.

3372.

3576.

3786.

4008.

4248.

4500.

4764.

5046.

5346.

5664.

6000.

6360.

Displacement (ft) 1.67 1.82 2.14 2.37 2.71 2.94 3.2 3.47 4.17 4.88 5.59 6.24 6.98 7.54 8.99 10.27 10.28 Displacement (ft) 0.049 0.054 0.057 0.059 0.077 0.075 0.092 0.096 0.1 0.113 0.124 0.129 0.146 0.155 0.17 0.172 0.184 0.195 0.212 0.233 0.241 0.256 0.284 0.305 0.335 0.356 0.384 0.406 0.445 0.476 0.513 0.549 0.6 0.638 15:09:06

AQTESOLV for Windows Time ~sec)

11. 8 Dis~lacement (ft) 0.008 Time~sec) 6/ll.

Dis~lacement (ft) 0.689 r'-\\

11.94 0.005 7140.

0.747

\\

/

12.66 0.001 7560.

0.796

~-

13.44 0.003 7980.

0.853 14.22 0.001 8460.

0.911 15.06

0.

9000.

0.971 15.96

0.

9480.

1.027 16.92

0.

1.008E+4 1.084 17.88 0.005 1.068E+4 1.15 18.96 0.004 1.128E+4 1.206 20.1 0.001 1.194E+4 1.263 21.3 0.003 1.266E+4 1.325 22.56 0.005 1.344E+4 1.383 23.88

0.

1.422E+4 1.438 25.32 0.002 1.506E+4 1.492 26.82 0.002 1.596E+4 1.549 28.38

0.

1.686E+4 1.589 30.06 0.003 1.776E+4 1.637 31.86 0.001 1.866E+4 1.676 33.72 0.003 1.956E+4 1.713 35.76 0.006 2.046E+4 1.75 37.86 0.001 2.136E+4 1.791 40.08 0.001 2.226E+4 1.822 42.48 0.001 2.316E+4 1.851

45.

0.001 2.406E+4 1.888 47.64 0.001 2.496E+4 1.918 50.46 0.001 2.586E+4 1.945 53.46 0.001 2.676E+4 1.966 56.64 0.001 2.766E+4 1.988

60.

0.001 2.856E+4 2.007 63.6 0.007 2.946E+4 2.03 67.2 0.001 3.036E+4 2.055

,/

71.4 0.002 3.126E+4 2.077

/

75.6 0.011 3.216E+4 2.111 79.8 0.004 3.306E+4 2.13 84.6 0.002 3.396E+4 2.152

90.

0.001 3.486E+4 2.172 94.8

0.

3.576E+4 2.187 100.8 0.005 3.666E+4 2.204 106.8

0.

3.756E+4 2.217 112.8

0.

3.846E+4 2.227 119.4 0.003 3.936E+4 2.246 126.6 0.001 4.026E+4 2.265 134.4 0.004 4.116E+4 2.268 142.2

0.

4.206E+4 2.284 150.6 0.005 4.296E+4 2.299 159.6 0.001 4.386E+4 2.304 169.2 0.005 4.476E+4 2.31 178.8 0.003 4.566E+4 2.316 189.6 0.005 4.656E+4 2.334 201.

0.004 4.746E+4\\

2.339 213.

0.003 4.836E+4 2.352 225.6 0.004 4.926E+4 2.359 238.8 0.006 5.016E+4 2.373 253.2 0.007 5.106E+4 2.382 268.2 0.007 5.196E+4 2.395 283.8 0.009 5.286E+4 2.4 300.6 0.006 5.376E+4 2.41 318.6 0.002 5.466E+4 2.421 337.2 0.004 5.556E+4 2.432 357.6 0.006 5.646E+4 2.439 378.6 0.008 5.736E+4 2.44 400.8 0.015 5.826E+4 2.453 424.8 0.012 5.916E+4 2.455

~

450.

0.012 6.006E+4 2.457 476.4 0.011 6.096E+4 2.458 504.6 0.018 6.186E+4 2.459 12/07/18 3

15:09:06

AQTESOLV for Windows TimeJsec) 53.6 r-\\

566.4 600.

636.

672.

714.

756.

798.

846.

900.

Displacement (ft) 0.016 0.016 0.019 0.025 0.027 0.028 0.035 0.04 0.042 0.041 SOLUTION Pumping Test Aquifer Model: Unconfined Solution Method: Cooper-Jacob VISUAL ESTIMATION RESULTS Estimated Parameters Parameter s

Estimate 314.2 0.04183 ft2/day K = T/b = 19.64 ft/day (0.006928 cm/sec)

Ss = S/b = 0.002614 1/ft 12/07/18 4

Time (sec) 6.2/6E+4 6.366E+4 6.456E+4 6.546E+4 6.636E+4 6.726E+4 6.816E+4 6.906E+4 6.996E+4 Displacement (ft) 2.46 2.463 2.462 2.463 2.458 2.458 2.453 2.443 2.435 15:09:06

3.2

~ -

C:

Cl)

E 2.4 Cl)

(.)

ro Cl..

en 0

"O Cl) 1.6

(.)

Cl) 0

(_)

0.8

0. L__~................. ~~~c__..._~J____L____L_l_j_/j____l__LJL__~l.____L__L___J___LJL.LLJ 100.

1000.

1.0E+4 1.0E+5 Adjusted Time (sec)

WELL TEST ANALYSIS Data Set: Z:\\... \\ 1404 cooper iacobs.aqt Date: 12/07 /18 Time: 14:42:08 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01 Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16.33 ft Anisotropy Ratio (Kz/Kr): 0.01333 WELL DATA PumpinQ Wells Observation Wells I Well Name X (ft)

I y (ft) I I Well Name I

X {ft}

I y {ft}

I I GETR-BA 1-01 B 0

I 0

I 6 1404 0

14 SOLUTION Aquifer Model: Unconfined Solution Method: Cooper-Jacob T = 123.8 ft2/day S = 0.1095

AQTESOLV for Windows Data Set: Z:\\Clients\\ENS\\CERT\\96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA1 Aq Date: 12/07/18 r\\.'ime: 14:42:43

\\

, --,'ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01 AQUIFER DATA Saturated Thickness: 16.33 ft Anisotropy Ratio (Kz/Kr): 0.01333 PUMPING WELL DATA No. of pumping wells: 1 Pumping Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 16.06 ft Screen Length: 1480. ft

_ /::>. of pumping periods: 1 Pumping Period Data Time (sec)

Rate (gal/min)

0.

, 16.

OBSERVATION WELL DATA No. of observation wells: 1 Observation Well No. 1 : 1404 X Location: 0. ft Y Location: 14. ft Radial distance from GETR-BA 1-01 B: 14. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 91 Observation Data Time ~sec) 20.

12/07/18 213.

225.6 238.8 253.2 268.2 283.8 300.6 318.6 337.2 Displacement (ft) 0.001 0.003 0.005 0.004 0.008 0.005 0.001 0.005 0.012 0.007 1

I 1mepec) 28 ti.

3006.

3186.

3372.

3576.

3786.

4008.

4248.

4500.

4764.

Displacement (ft) 0.307 0.328 0.35 0.373 0.401 0.408 0.429 0.457 0.475 0.506 14:42:43

AQTESOLV for Windows TimeJsec) 35.6 Dis~lacement (ft) 0.01 TimeJsec) 500.

Dis~lacement (ft) 0.532

(

378.6 0.01 5346.

0.563

~

400.8 0.012 5664.

0.594 424.8 0.01 6000.

0.64 450.

0.016 6360.

0.676 476.4 0.016 6720.

0.716 504.6 0.021 7140.

0.762 534.6 0.024 7560.

0.812 566,4 0.025 7980.

0.862 600.

0.039 8460.

0.915 636.

0.038 9000.

0.983 672.

0.04 9480.

1.029 714.

0.046 1.008E+4 1.103 756.

0.058 1.068E+4 1.175 798.

0.045 1.128E+4 1.246 846.

0.062 1.194E+4 1.313 900.

0.062 1.266E+4 1.393 948.

0.071 1.344E+4 1.483 1008.

0.084 1.422E+4 1.574 1068.

0.091 1.506E+4 1.661 1128.

0.103 1.596E+4 1.77 1194.

0.011 1.686E+4 1.85 1266.

0.12 1.776E+4 1.948 1344.

0.128 1.866E+4 2.044 1422.

0.144 1.956E+4 2.153 1506.

0.153 2.046E+4 2.263 1596.

0.163 2.136E+4 2.373 1692.

0.175 2.226E+4 2.493 1788.

0.19 2.316E+4 2.611 1896.

0.198 2.406E+4 2.712 2010.

0.22 2.496E+4 2.848 2130.

0.225 2.586E+4 2.983 2256.

0.24 2.676E+4 3.075 2388.

0.261 2.766E+4 3.111 2532.

0.269 2.856E+4 3.125 2682.

0.283 SOLUTION Pumrein~ Test Aqui er odel: Unconfined Solution Method: Cooper-Jacob VISUAL ESTIMATION RESULTS Estimated Parameters Parameter Estimate ft2/day 123.8 s

0.1095 K = T/b = 7.582 ft/day ~0.002675 cm/sec)

Ss = S/b = 0.006705 1 ft 12/07/18 2

14:42:43

3.2

~

+-'

C Q)

E 2.4 Q)

(.)

ro

0.

-~

0

-0 Q) 1.6

+-'

(.)

Q) 0 0

0.8 >------~~~~~~--+--~~~~A-,.A--+--~--+-~~~~~~-----<

A At('

/

0. L__~---""""'~tdf!'!_~_L.Lu__~___.1__1._L___l.____L_J__L.j____[_L_~____l_~L_J___l.___L_J__LU 100.

1000.

1.0E+4 1.0E+5 Adjusted Time (sec)

WELL TEST ANALYSIS Data Set: Z:\\... \\1405 coo~er jacobs.agt Date: 12/07/18 Time: 14:58:47 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: 1405 Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16.33 ft Anisotropy Ratio (Kz/Kr): 0.01333

~-

WELL DATA Pumpinq Wells Observation Wells I Well Name I

X (ft)

I y (ft)

I I Well Name I

X (ft}

I GETR-BA 1-01 B I

0 I

"" 1405 0

SOLUTION Aquifer Model: Unconfined Solution Method: Coo~er-Jacob T = 179.2 ft2/day S = 0.06429 I

y (ft}

I 14

AQTESOLV for Windows Data Set: Z:\\Clients\\ENS\\CERT\\96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA1 Aq Date: 12/07/18

/ ~'.me: 14:59:13

~ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: 1405 AQUIFER DATA Saturated Thickness: 16.33 ft Anisotropy Ratio (Kz/Kr): 0.01333 PUMPING WELL DATA No. of pumping wells: 1 Pumping Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 16.06 ft Screen Length: 1480. ft

,D. of pumping periods: 1 Pumping Period Data Time (sec)

Rate ~al/min)

0.

6.

OBSERVATION WELL DATA No. of observation wells: 1 Observation Well No. 1 : 1405 X Location: 0. ft Y Location: 14. ft Radial distance from GETR-BA1-01 B: 14. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 95 Time ~sec) 20.

213.

225.6 238.8 253.2 268.2 283.8 300.6 318.6 337.2 12/07/18 Observation Data Displacement (fl)

I 1meJsec) 0.01 31 6.

0.01 3372.

0.017 3576.

0.015 3786.

0.022 4008.

0.031 4248.

0.015 4500.

0.03 4764.

0.023 -

5046.

0.024 5346.

1 Displacement (ft) 0.616 0.644 0.689 0.735 0.774 0.814 0.867 0.913 0.984 1.037 14:59:13

AQTESOLV for Windows Time;sec) 35.6 Dis~lacement (ft)

,Q.022 TimeJsec) 56 4.

Dis~lacement (ft) 1.093 c-,

378.6 0.023 6000.

1.167 400.8 0.026 6360.

1.234 424.8 0.039 6720.

1.311 450.

0.042 7140.

1.386 476.4 0.048 7560.

1.465 504.6 0.057 7980.

1.534 534.6 0.06 8460.

1.628 566.4 0.071 9000.

1.721 600.

0.076 9480.

1.786 636.

0.084 1.008E+4 1.878 672.

0.091 1.068E+4 1.969 714.

0.106 1.128E+4 2.051 756.

0.111 1.194E+4 2.15 798.

0.125 1.266E+4 2.249 846.

0.135 1.344E+4 2.342 900.

0.141 1.422E+4 2.438 948.

0.152 1.506E+4 2.542 1008.

0.156 1.596E+4 2.631 1068.

0.174 1.686E+4 2.697 1128.

0.186 1.776E+4 2.763 1194.

0.208 1.866E+4 2.819 1266.

0.224 1.956E+4 2.866 1344.

0.234 2.046E+4 2.906 1422.

0.26 2.136E+4 2.943 1506.

0.279 2.226E+4 2.98 1596.

0.305 2.316E+4 3.015 1692.

0.316 2.406E+4 3.041 1788.

0.336 2.496E+4 3.081 1896.

0.366 2.586E+4 3.106 2010.

0.385 2.676E+4 3.133 2130.

0.415 2.766E+4 3.155 2256.

0.448 2.856E+4 3.178 2388.

0.46 2:946E+4 3.2 2532.

0.482 3.036E+4 3.217 2682.

0.51 3.126E+4 3.223 2838.

0.543 3.216E+4 3.23 3006.

0.579 SOLUTION Pumrein~ Test Aqui er odel: Unconfined Solution Method: Cooper-Jacob VISUAL ESTIMATION RESULTS Estimated Parameters Parameter Estimate _

ft2/day 179.2 s

0.06429 K = T/b = 10.97 ft/day w.00387 cm/sec)

Ss = Sib = 0.003937 1 ft 12/07/18 2

14:59:13

3.2 g -

C (1)

E 2.4 (1)

(.)

ro 0..

en 0

"'O (1) 1.6

(.)

(1) 0 0

0.8

0. L___ _

_l/J/Y:;,_~~~l_L.l_l__ _

_L____l___l__J___J__J__l__t_j__ _

__L__l__J____L_l.....l_Ll_J 100.

1000.

1.0E+4 1.0E+5 Adjusted Time (sec)

WELL TEST ANALYSIS Data Set: Z:\\... \\ 1406 coo~er jacobs.agt Date: 12/07/18 Time: 15:04:00 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: 1406 Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16.33 ft Anisotropy Ratio (Kz/Kr): 0.01333 WELL DATA Pumoinq Wells Observation Wells I Well Name X (ft)

I y (ft) I I Well Name I

X (ft)

I y (ft)

I I GETR-BA 1-01 B 0

I 0

I

,, 1406 0

12 SOLUTION Aquifer Model: Unconfined Solution Method: Coo~er-Jacob T = 177.8ft2/day S = 0.1259

AQTESOL V for Windows Data Set: Z:\\Clients\\ENS\\CERT\\96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA1 Aq Date: 12/07/18

-*me: 15:05:08

,ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: 1406 AQUIFER DATA Saturated Thickness: 16.33 ft Anisotropy Ratio (Kz/Kr): 0.01333 PUMPING WELL DATA No. of pumping wells: 1 Pum in Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 16.06 ft Screen Length: 1480. ft

o. of pumping periods: 1 Pumping Period Data Time (sec)

Rate ~al/min)

o.

6.

OBSERVATION WELL DATA No. of observation wells: 1 Observation Well No. 1: 1406 X Location: 0. ft Y Location: 12. ft Radial distance from GETR-BA 1-01 B: 12. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 108 Time ~sec) 20.

213.

225.6 238.8 253.2 268.2 283.8 300.6 318.6 337.2 12/07/18 Observation Data Displacement (fl)

I 1me (gee) 0.016

~.

0.027 4764.

0.021 5046.

0.023 5346.

0.01 5664.

0.02 6000.

0.023 6360.

0.022 6720.

0.024 7140.

0.026 7560.

1 Displacement (ft) 0.623 0.665 0.699 0.747 0.786 0.846 0.886 0.946 1.018 1.057 15:05:08

AQTESOL V for Windows Time;sec) 35.6 378.6 400.8 424.8 450.

476.4 504.6 534.6 566.4 600.

636.

672.

714.

756.

798.

846.

900.

948.

1008.

1068.

1128.

1194.

1266.

1344.

1422.

1506.

1596.

1692.

1788.

1896.

2010.

2130.

2256.

2388.

2532.

2682.

2838.

3006.

3186.

3372.

3576.

3786.

4008.

4248.

Displacement (ft) 0.029 0.033 0.023 0.035 0.044 0.047 0.05 0.066 0.066 0.069 0.093 0.094 0.097 0.105 0.109 0.112 0.12 0.133 0.142 0.153 0.171 0.183 0.194 0.207 0.221 0.236 0.241 0.258 0.266 0.29 0.308 0.317 0.329 0.327 0.35 0.362 0.384 0.411 0.444 0.46 0.492 0.521 0.554 0.59 SOLUTION Pumping Test Aquifer Model: Unconfined Solution Method: Cooper-Jacob VISUAL ESTIMATION RESULTS Estimated Parameters Parameter s

Estimate

-,-Tnr 0.1259 ft2/day K = T/b = 10.89 ft/day (0.00384 cm/sec)

Ss = S/b = 0.007711 11ft 12/07/18 2

TimeJsec) 79LJ.

8460.

9000.

9480.

1.008E+4 1.068E+4 1.128E+4 1.194E+4 1.266E+4 1.344E+4 1.422E+4 1.506E+4 1.596E+4 1.686E+4 1.776E+4 1.866E+4 1.956E+4 2.046E+4 2.136E+4 2.226E+4 2.316E+4 2.406E+4 2.496E+4 2.586E+4 2.676E+4 2.766E+4 2.856E+4 2.946E+4 3.036E+4 3.126E+4 3.216E+4 3.306E+4 3.396E+4 3.486E+4 3.576E+4 3.666E+4 3.756E+4 3.846E+4 3.936E+4 4.026E+4 4.116E+4 4.206E+4 4.296E+4 4.386E+4 Displacement (ft) 1.112 1.181 1.248 1.297 1.363 1.398 1.44 1.487 1.54 1.596 1.655 1.724 1.794 1.897 2.031 2.153 2.277 2.383 2.474 2.543 2.627 2.694 2.753 2.8 2.844 2.879 2.921 3.011 3.061 3.114 3.164 3.228 3.276 3.317 3.349 3.388 3.408 3.423 3.436 3.448 3.467 3.483 3.493 3.495 15:05:08

8.8

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en 0

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(..)

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0

(_)

2.2

0. l__l...a..l....Lh..LH!du:u:ah:imlm!!Dinlnhtmlmmrmiimmlnnlnmdnbl~lllllibdl~LLLJl.lL____j__J__LJ_UllJ.L___L_J__[_LJ...lil.l 0.1

1.

10.

100.

1000.

1.0E+4 1.0E+5 Adjusted Time (sec)

WELL TEST ANALYSIS Data Set: Z:\\... \\GETRBA 1 MW01 (TR-08) Cooper Jacobs.aqt Date: 01/09/19 Time: 11 :20:03 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01 Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02351 WELL DATA PumpinQ Wells Observation Wells I Well Name X (ft}

I y (ft} I I Well Name I

X (ft)

I y (ft)

I I GETR-BA 1-01 B 0

I 0

I O TR-08 0

0 SOLUTION Aquifer Model: Unconfined Solution Method: Cooper-Jacob T = 82.36 ft2/day S = 46.6

AQTESOL V for Windows Data Set: Z:\\Clients\\ENS\\CERT\\96785 _ CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA 1 Aq Date: 01/09/19

~*me: 11 :20:47

.-ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02351 PUMPING WELL DATA No. of pumping wells: 1 Pumping Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casin_g Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft

[). of pumping periods: 1 Pumping Period Data Time (sec)

Rate (gal/min)

o.

16.

OBSERVATION WELL DATA No. of observation wells: 2 Observation Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of Observations: 53 Observation Data Tim1J~ec)

30.

01/09/19

45.

60.

75.

90.

105.

120.

135.

Displacement (fl) 0.03 0.06 0.08 0.08 0.07 0.08 0.09 0.12 0.12 1

I 1me bsec) 96.

1080.

1200.

1500.

1800.

2100.

2400.

2700.

3000.

Displacement (ft) 0.53 0.55 0.61 0.78 0.92 1.09 1.23 1.4 1.54 11 :20:47

AQTESOL V for Windows Tim1e5b~ec) 165.

180.

195.

210.

225.

240.

255.

270.

285.

300.

360.

420.

480.

540.

600.

720.

840.

Observation Well No. 2: TR-08 X Location: 0. ft Y Location: 0. ft 0.13 0.14 0.15 0.15 0.17 0.17 0.19 0.19 0.21 0.22 0.24 0.26 0.31 0.34 0.38 0.43 0.48 Radial distance from GETR-BA1-01B: 0. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 176 Time (gee)

~

3600.

4200.

4800.

5400.

6000.

6600.

7200.

9000.

1.08E+4 1.26E+4 1.44E+4 1.62E+4 1.8E+4 2.16E+4 2.52E+4 2.88E+4 Observation Data Ti m~2fus1ec) 0.501 0.751 1.001 1.251 1.501 1.751 2.001 2.251 2.501 2.751 3.001 3.251 3.501 3.751 4.001 4.251 4.501 4.751 5.001 5.251 5.501 5.751 6.001 6.361 6.721 7.141 7.561 7.981 8.461 9.001 9.481 10.08 10.68 01/09/19 Displacement (fl) 0.001 0.005 0.007 0.012 0.015 0.016 0.019 0.023 0.019 0.024 0.023 0.025 0.031 0.026 0.029 0.033 0.029 0.029 0.034 0.032 0.032 0.032 0.031 0.03 0.034 0.029 0.032 0.032 0.037 0.035 0.034 0.045 0.04 0.038 2

I 1me:Jsec) 25.2 268.2 283.8 300.6 318.6 337.2 357.6 378.6 400.8 424.8 450.

476.4 504.6 534.6 566.4 600.

636.

672.

714.

756.

798.

846.

900.

948.

1008.

1068.

1128.

1194.

1266.

1344.

1422.

1506.

1596.

1692.

1.82 2.14 2.37 2.71 2.94 3.2 3.47 4.17 4.88 5.59 6.24 6.98 7.54 8.99 10.27 10.28 Displacement (ft) 0.035 0.041 0.032 0.083 0.116 0.137 0.167 0.187 0.202 0.245 0.273 0.3 0.326 0.315 0.336 0.377 0.411 0.403 0.424 0.451 0.453 0.521 0.565 0.6 0.648 0.696 0.733 0.778 0.827 0.872 0.913 0.967 1.011 1.065 11 :20:47

AQTESOL V for Windows Tin,1~-~s8ec)

DisQlacement (ft) 0.04 TimeJsec) 1 7 8.

DisQlacement (ft) 1.116 11.94 0.046 1896.

1.171 12.66 0.041 2010.

1.205 13.44 0.042 2130.

1.239 14.22 0.043 2256.

1.273 15.06 0.044 2388.

1.324 15.96 0.046 2532.

1.397 16.92 0.051 2682.

1.478 17.88 0.045 2838.

1.559 18.96 0.046 3006.

1.649 20.1 0.047 3186.

1.745 21.3 0.045 3372.

1.84 22.56 0.051 3576.

1.945 23.88 0.047 3786.

2.054 25.32 0.045 4008.

2.168 26.82 0.042 4248.

2.287 28.38 0.051 4500.

2.404 30.06 0.046 4764.

2.523 31.86 0.047 5046.

2.666 33.72 0.045 5346.

2.809 35.76 0.054 5664.

2.959 37.86 0.047 6000.

3.11 40.08 0.045 6360.

3.279 42.48 0.042 6720.

3.433

45.

0.05 7140.

3.615 47.64 0.05 7560.

3.799 50.46 0.047 7980.

3.984 53.46 0.047 8460.

4.191 56.64 0.047 9000.

4.405

60.

0.044 9480.

4.606 63.6 0.042 1.008E+4 4.842 67.2 0.045 1.068E+4 5.075 71.4 0.045 1.128E+4 5.305 75.6 0.021 1.194E+4 5.552 79.8 0.034 1.266E+4 5.817 84.6 0.035 1.344E+4 6.109

90.

0.017 1.422E+4 6.397 94.8 0.008 1.506E+4 6.702 100.8 0.004 1.596E+4 7.04 106.8 0.041 1.686E+4 7.372 112.8 0.07 1.776E+4 7.697 119.4 0.085 1.866E+4 8.011 126.6 0.085 1.956E+4 8.296 134.4 0.064 2.046E+4 8.626 142.2 0.091 2.136E+4 8.96 150.6 0.056 2.226E+4 9.299 159.6 0.043 2.316E+4 9.636 169.2 0.042 2.406E+4 9.991 178.8 0.034 2.496E+4 10.4 189.6 0.112 2.586E+4 10.83 201.

0.064 2.676E+4

11.

213.

0.047 2.766E+4 11.04 225.6 0.041 2.856E+4 11.07 238.8 0.04 2.946E+4 11.05 SOLUTION Pumrein~ Test Aqui er odel: Unconfined Solution Method: Cooper-Jacob VISUAL ESTIMATION RESULTS

timated Parameters Parameter Estimate ft2/day 82.36 01/09/19 3

11 :20:47

AQTESOL V for Windows s

46.6

.. = T/b = 5.147 ft/day (0.001816 cm/sec) s = S/b = 2. 913 1 /ft 01/09/19 4

11 :20:47

8.8

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ct!

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en 0

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(.)

Q) 0 0

2.2

0. L___i...n.Ll.J.1.HJ~lrnnmrllnnirrmlilndnmmrn1mmtmilmlnh,l,~~~_ul__--1..1.J._Llj_.L1.U___1_.LLLuw 0.1

1.

10.

100.

1000.

1.0E+4 1.0E+5 Adjusted Time (sec)

WELL TEST ANALYSIS Data Set: Z:\\... \\GETRBA1 MW02(TR-09} Coo~er Jacobs.agt Date: 01/09/19 Time: 11 :23:42 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01 Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02351 WELL DATA Pum~ing Wells Observation Wells I Well Name I

X (ft}

I y (ft}

11 Well Name I

X (ft}

I y (ft}

I

GETR-BA 1-01 B 0

0 o TR-09 0

0 SOLUTION Aquifer Model: Unconfined Solution Method: Coo~er-Jacob T = 85.45 ft2/day S = 48.26

AQTESOL V for Windows Data Set: Z:\\Clients\\ENS\\CERT\\96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA1 Aq Date: 01/09/19

-ime: 11 :24:02 r-'ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02351 PUMPING WELL DATA No. of pumping wells: 1 Pumping Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft

o. of pumping periods: 1 Pumping Period Data Time (sec}

Rate {gal/min)

0.

16.

OBSERVATION WELL DATA No. of observation wells: 2 Observation Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of Observations: 53 Observation Data Tim~J~ec)

30.

01/09/19

45.

60.

75.

90.

105.

120.

135.

Displacement (ft}

0.03 0.06 0.08 0.08 0.07 0.08 0.09 0.12 0.12 1

I 1me bsec) 96.

1080.

1200.

1500.

1800.

2100.

2400.

2700.

3000.

Displacement (ft) 0.53 0.55 0.61 0.78 0.92 1.09 1.23 1.4 1.54 11 :24:02

AQTESOL V for Windows Time5b~ec)

DisQlacement (ft) 0.12 Timedsec) 33 o.

DisQlacement (ft) 1.6/

165.

0.13 3600.

1.82 180.

0.14 4200.

2.14 195.

0.15 4800.

2.37 210.

0.15 5400.

2.71 225.

0.17 6000.

2.94 240.

0.17 6600.

3.2 255.

0.19 7200.

3.47 270.

0.19 9000.

4.17 285.

0.21 1.08E+4 4.88 300.

0.22 1.26E+4 5.59 360.

0.24 1.44E+4 6.24 420.

0.26 1.62E+4 6.98 480.

0.31 1.8E+4 7.54 540.

0.34 2.16E+4 8.99 600.

0.38 2.52E+4 10.27 720.

0.43 2.88E+4 10.28 840.

0.48 Observation Well No. 2: TR-09 X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 176 Observation Data TimeJsec)

o. 5 DisQlacement {fll 0.004 I 1meJsec) 25.2 DisQlacement (ft) 0.099 0.5

0.

268.2 0.11 0.75 0.005 283.8 0.096

1.

0.009 300.6 0.117 1.25 0.007 318.6 0.152 1.5 0.011 337.2 0.191 1.75 0.012 357.6 0.217

2.

0.016 378.6 0.232 2.25 0.018 400.8 0.254 2.5 0.018 424.8 0.28 2.75 0.02 450.

0.316

3.

0.026 476.4 0.346 3.25 0.02 504.6 0.37 3.5 0.029 534.6 0.37 3.75 0.03 566.4 0.377

4.

0.034 600.

0.417 4.25 0.035 636.

0.45 4.5 0.038 672.

0.447 4.75 0.041 714.

0.454

5.

0.041 756.

0.5 5.25 0.041 798.

0.5 5.5 0.044 846.

0.548 5.75 0.046 900.

0.598

6.

0.048 948.

0.635 6.36 0.044 1008.

0.679 6.72 0.046 1068.

0.721 7.14 0.051 1128.

0.754 7.56 0.053 1194.

0.8 7.98 0.045 1266.

0.843 8.46 0.045 1344.

0.886

9.

0.043 1422.

0.929 9.48 0.043 1506.

0.965 10.08 0.04 1596.

1.016 10.68 0.037 1692.

1.071 01/09/19 2

11 :24:02

AQTESOL V for Windows Time ~sec)

11. 8 Dis12lacement (ft) 0.038 TimeJsec) 17 8.

Dis12lacement (ft) 1.044 11.94 0.038 1896.

1.096 12.66 0.035 2010.

1.148 13.44 0.034 2130.

1.172 14.22 0.035 2256.

1.203 15.06 0.034 2388.

1.26 15.96 0.03 2532.

1.328 16.92 0.032 2682.

1.411 17.88 0.035 2838.

1.491 18.96 0.033 3006.

1.581 20.1 0.032 3186.

1.676 21.3 0.033 3372.

1.77 22.56 0.032 3576.

1.876 23.88 0.031 3786.

1.98 25.32 0.032 4008.

2.094 26.82 0.028 4248.

2.214 28.38 0.03 4500.

2.332 30.06 0.026 4764.

2.463 31.86 0.029 5046.

2.597 33.72 0.023 5346.

2.742 35.76 0.022 5664.

2.892 37.86 0.022 6000.

3.051 40.08 0.017 6360.

3.214 42.48 0.022 6720.

3.375

45.

0.024 7140.

3.563 47.64 0.019 7560.

3.748 50.46 0.009 7980.

3.924 53.46 0.007 8460.

4.138 56.64 0.012 9000.

4.357

60.

0.014 9480.

4.553 63.6 0.014 1.008E+4 4.796 67.2 0.015 1.068E+4 5.027 71.4 0.018 1.128E+4 5.264 75.6 0.013 1.194E+4 5.514 79.8 0.02 1.266E+4 5.784 84.6 0.029 1.344E+4 6.08

90.

0.026 1.422E+4 6.367 94.8 0.035 1.506E+4 6.679 100.8 0.055 1.596E+4 7.027 106.8 0.062 1.686E+4 7.352 112.8 0.086 1.776E+4 7.669 119.4 0.121 1.866E+4 7.995 126.6 0.147 1.956E+4 8.34 134.4 0.148 2.046E+4 8.679 142.2 0.134 2.136E+4 9.017 150.6 0.152 2.226E+4 9.37 159.6 0.124 2.316E+4 9.722 169.2 0.112 2.406E+4 10.1 178.8 0.098 2.496E+4 10.55 189.6 0.116 2.586E+4 11.

201.

0.154 2.676E+4 11.11 213.

0.131 2.766E+4 11.12 225.6 0.112 2.856E+4 11.12 238.8 0.101 2.946E+4 11.12 SOLUTION Pumreini Test Aqui er odel: Unconfined Solution Method: Cooper-Jacob VISUAL ESTIMATION RESULTS

stimated Parameters Parameter Estimate ft2/day 85.45 01/09/19 3

11 :24:02

AQTESOL V for Windows s

48.26

= T/b = 5.341 ft/day (0.001884 cm/sec) s = Sib = 3.016 1 /ft 01/09/19 4

11 :24:02

8.8

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(.)

cu

n.

Cl) 0 "O

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(.)

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0 u 2.2

0. l_____;L=L.l__,l,l_H_1h=rrlamlm!mlnlablonlmmmlIDtDlllllrolmlnfmddrlll@!!!!!!ll!!!!!!~

LU.!___u__J_LL1.JJJ.]____[_J.....L.Ll..li.LJ 0.1

1.

10.

100.

1000.

1.0E+4 1.0E+5 Adjusted Time (sec)

WELL TEST ANALYSIS Data Set: Z:\\... \\GETRBA 1MW03(TR-10) Cooper Jacobs.aqt Date: 01/09/19 Time: 11 :32:24 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01 Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02351 WELL DATA Pumpinq Wells Observation Wells I Well Name X (ft)

I y (ft) I I Well Name I

X {ft)

I y {ft)

I I GETR-BA1-01B 0

I 0

I O TR-10 0

0 SOLUTION Aquifer Model: Unconfined Solution Method: Cooper-Jacob T = 86.35 ft2tday S=45.16

AQTESOL V for Windows Data Set: Z:\\Clients\\ENS\\CERn96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA1 Aq Date: 01/09/19

~ime: 11 :33:23

~ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02351 PUMPING WELL DATA No. of pumping wells: 1 Pum in Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft

o. of pumping periods: 1 Pumping Period Data Time (sec)

Rate ~al/min)

a.

6.

OBSERVATION WELL DATA No. of observation wells: 2 Observation Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of Observations: 53 Observation Data TimeJsec) 1.

01/09/19

30.

45.

60.

75.

90.

105.

120.

135.

Dis lacemen

~~ec 0.06 1080.

0.08 1200.

0.08 1500.

0.07 1800.

0.08 2100.

0.09 2400.

0.12 2700.

0.12 3000.

1 Displacement (ft) 0.53 0.55 0.61 0.78 0.92 1.09 1.23 1.4 1.54 11 :33:23

AQTESOL V for Windows Time bsec}

15.

Displacement (ft}

0.12 Time (gee}

--nu.

Dis12lacement ft 1.6 165.

0.13 3600.

1.82 180.

0.14 4200.

2.14 195.

0.15 4800.

2.37 210.

0.15 5400.

2.71 225.

0.17 6000.

2.94 240.

0.17 6600.

3.2 255.

0.19 7200.

3.47 270.

0.19 9000.

4.17 285.

0.21 1.08E+4 4.88 300.

0.22 1.26E+4 5.59 360.

0.24 1.44E+4 6.24 420.

0.26 1.62E+4 6.98 480.

0.31 1.8E+4 7.54 540.

0.34 2.16E+4 8.99 600.

0.38 2.52E+4 10.27 720.

0.43 2.88E+4 10.28 840.

0.48 Observation Well No. 2: TR-10 X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: O. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 173 Observation Data Time fusee}

0.2 1 Displacement (fl}

0.003 I 1me (s 8

ec}

zm.

Displacem~nt (ft}

0.10 0.501 0.004 253.2 0.101 0.751 0.002 268.2 0.106 1.001 0.001 283.8 0.104 1.251

0.

300.6 0.108 1.501 0.001 318.6 0.134 1.751 0.005 337.2 0.159 2.001 0.004 357.6 0.18 2.251 0.005 378.6 0.2 2.501 0.003 400.8 0.215 2.751 0.004 424.8 0.232 3.001 0.008 450.

0.265 3.251 0.006 476.4 0.288 3.501 0.004 504.6 0.316 3.751 0.008 534.6 0.329 4.001 0.01 566.4 0.335 4.251 0.009 600.

0.371 4.501 0.008 636.

0.398 4.751 0.011 672.

0.416 5.001 0.013 714.

0.42 5.251 0.011 756.

0.456 5.501 0.011 798.

0.469 5.751 0.013 846.

0.502 6.001 0.013 900.

0.55 6.36 0.014 948.

0.587 6.72 0.013 1008.

0.629 7.14 0.015 1068.

0.673 7.56 0.019 1128.

0.705 7.98 0.019 1194.

0.751 8.46 0.017 1266.

0.791

9.

0.017 1344.

0.842 9.48 0.016 1422.

0.886 10.08 0.019 1506.

0.935 10.68 0.02 1596.

0.991 01/09/19 2

11 :33:23

AQTESOL V for Windows Time ~sec)

11. 8 Dis~lacement (ft) 0.024 Time (~ec)

r69.

Dis~lacement (ft) 1.046 11.94 0.027 1788.

1.103 12.66 0.019 1896.

1.166 13.44 0.024 2010.

1.212 14.22 0.021 2130.

1.243 15.06 0.021 2256.

1.275 15.96 0.028 2388.

1.335 16.92 0.022 2532.

1.411 17.88 0.025 2682.

1.493 18.96 0.023 2838.

1.576 20.1 0.026 3006.

1.659 21.3 0.025 3186.

1.758 22.56 0.024 3372.

1.858 23.88 0.023 3576.

1.966 25.32 0.021 3786.

2.08 26.82 0.026 4008.

2.196 28.38 0.029 4248.

2.314 30.06 0.025 4500.

2.43 31.86 0.025 4764.

2.562 33.72 0.023 5046.

2.7 35.76 0.022 5346.

2.844 37.86 0.021 5664.

2.995 40.08 0.024 6000.

3.154 42.48 0.02 6360.

3.319

45.

0.023 6720.

3.478 47.64 0.021 7140.

3.666 50.46 0.015 7560.

3.85 53.46 0.021 7980.

4.033 56.64 0.016 8460.

4.242

60.

0.022 9000.

4.461 63.6 0.022 9480.

4.658 67.2 0.016 1.008E+4 4.902 71.4 0.024 1.068E+4 5.129 75.6 0.021 1.128E+4 5.372 79.8 0.017 1.194E+4 5.624 84.6 0.024 1.266E+4 5.896

90.

0.025 1.344E+4 6.196 94.8 0.033 1.422E+4 6.474 100.8 0.04 1.506E+4 6.796 106.8 0.047 1.596E+4 7.147 112.8 0.055 1.686E+4 7.467 119.4 0.08 1.776E+4 7.783 126.6 0.101 1.866E+4 8.107 134.4 0.118 1.956E+4 8.44 142.2 0.114 2.046E+4 8.772 150.6 0.124 2.136E+4 9.103 159.6 0.12 2.226E+4 9.439 169.2 0.103 2.316E+4 9.76 178.8 0.107 2.406E+4 9.917 189.6 0.107 2.496E+4 9.919 201.

0.125 2.586E+4 9.923 213.

0.122 2.676E+4 9.921 225.6 0.114 SOLUTION Pumrein~ Test Aqui er odel: Unconfined Solution Method: Cooper-Jacob VISUAL ESTIMATION RESULTS

':stimated Parameters Parameter Estimate ft2/day 86.35 s

45.16 01/09/19 3

11 :33:23

AQTESOL V for Windows K = T/b = 5.397 ft/day (0.001904 cm/sec)

,s = S/b = 2.823 1 /ft 01/09/19 4

11 :33:23

D D

6.4

~ -

C Q)

E 4.8 Q)

(.)

cu Q.

-~

0

-0 Q) 3.2 D

(.)

Q)

D 0

()

D D

1.6 D

0. ~~~~~~~~~~~~~~~~~~~~~~

0.

6.0E+3 1.2E+4 1.8E+4 2.4E+4 3.0E+4 Adjusted Time (sec)

WELL: TEST ANALYSIS Data Set: Z:\\... \\GETRBA 101 B coo~er.agt Date: 12/07/18 Time: 16:27:15 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01B Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02449 WELL DATA PumpinQ Wells Observation Wells I Well Name X (ft)

I y (ft)

I I Well Name I

X (ft)

I y (ft)

I I GETR-BA1-01B 0

I 0

I : 0 GETR-BA1-01B 0

0 SOLUTION Aquifer Model: Unconfined Solution Method: Cooper-Jacob T = 78.07 ft2/day S = 52.56

AQTESOL V for Windows Data Set: Z:\\Clients\\ENS\\CERT\\96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA1 Aq Date: 12/07/18 me: 16:27:56 1-'ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01B AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02449 PUMPING WELL DATA No. of pumping wells: 1 Pum in Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft

o. of pumping periods: 1 Pumping Period Data Time (sec)

Rate <gal/min)

o.

16.

OBSERVATION WELL DA TA No. of observation wells: 2 Observation Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of Observations: 53 Observation Data TimeJsec) 1.

12/07/18

30.

45.

60.

75.

90.

105.

120.

135.

Displacement (ft) 0.03 0.06 0.08 0.08 0.07 0.08 0.09 0.12 0.12 1

I (me bsec) 96.

1080.

1200.

1500.

1800.

2100.

2400.

2700.

3000.

Displacement (ft) 0.53 0.55 0.61 0.78 0.92 1.09 1.23 1.4 1.54 16:27:56

AQTESOL V for Windows Time sec DisQlacement (ft}

Tim~Jg~c}

0.12 165.

0.13 3600.

1.82 180.

0.14 4200.

2.14 195.

0.15 4800.

2.37 210.

0.15 5400.

2.71 225.

0.17 6000.

2.94 240.

0.17 6600.

3.2 255.

0.19 7200.

3.47 270.

0.19 9000.

4.17 285.

0.21 1.08E+4 4.88 300.

0.22 1.26E+4 5.59 360.

0.24 1.44E+4 6.24 420.

0.26 1.62E+4 6.98 480.

0.31 1.8E+4 7.54 540.

0.34 2.16E+4 8.99 600.

0.38 2.52E+4 10.27 720.

0.43 2.88E+4 10.28 840.

0.48 Observation Well No. 2: 1404 X Location: 0. ft Y Location: 14. ft Radial distance from GETR-BA 1-01 B: 14. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 92 Observation Data Time ~sec}

~

DisQlacement {fll 0.001 I 1mejsec}

28 8.

DisQlacement (ft}

0.301 213.

0.003 3006.

0.328 225.6 0.005 3186.

0.35 238.8 0.004 3372.

0.373 253.2 0.008 3576.

0.401 268.2 0.005 3786.

0.408 283.8 0.001 4008.

0.429 300.6 0.005 4248.

0.457 318.6 0.012 4500.

0.475 337.2 0.007 4764.

0.506 357.6 0.01 5046.

0.532 378.6 0.01 5346.

0.563 400.8 0.012 5664.

0.594 424.8 0.01 6000.

0.64 450.

0.016 6360.

0.676 476.4 0.016 6720.

0.716 504.6 0.021 7140.

0.762 534.6 0.024 7560.

0.812 566.4 0.025 7980.

0.862 600.

0.039 8460.

0.915 636.

0.038 9000.

0.983 672.

0.04 9480.

1.029 714.

0.046 1.008E+4 1.103 756.

0.058 1.068E+4 1.175 798.

0.045 1.128E+4 1.246 846.

0.062 1.194E+4 1.313 900.

0.062 1.266E+4 1.393 948.

0.071 1.344E+4 1.483 1008.

0.084 1.422E+4 1.574 1068.

0.091 1.506E+4 1.661 1128.

0.103 1.596E+4 1.77 1194.

0.011 1.686E+4 1.85 1266.

0.12 1.776E+4 1.948 1344.

0.128 1.866E+4 2.044 12/07/18 2

16:27:56

AQTESOL V for Windows Timeisec) 14 2.

1506.

1596.

1692.

1788.

1896.

2010.

2130.

2256.

2388.

2532.

2682.

Dis lacement (ft)

.144 0.153 0.163 0.175 SOLUTION Pumping Test Aquifer Model: Unconfined Solution Method: Cooper-Jacob 0.19 0.198 0.22 0.225 0.24 0.261 0.269 0.283 VISUAL ESTIMATION RESULTS Estimated Parameters Parameter s

Estimate

,f!,JJ(

52.56 ft2/day K = T/b = 4.88 ft/day (0.001721 cm/sec)

Ss = S/b = 3.285 1/ft 12/07/18 3

Time (sec) 1.956E+4 2.046E+4 2.136E+4 2.226E+4 2.316E+4 2.406E+4 2.496E+4 2.586E+4 2.676E+4 2.766E+4 2.856E+4 2.946E+4 Displacement (ft) 2.153 2.263 2.373 2.493 2.611 2.712 2.848 2.983 3.075 3.111 3.125 3.13 16:27:56

~

+-'

C Q)

E Q)

(.)

ro

a.

.!!?

0

"'O Q)

+-'

(.)

Q) 0

(_)

6.4 4.8 3.2 0

0 0

0

0.

L____L.L_L_----"'-----'--'=-L--"'--'='--"'--'=---L___L___L__L_L_LI...1...L _

___J___LL__.L....1-LLLLJ..._----1---1------'----.L...L.J._J_J_J

10.

100.

1000.

1.0E+4 1.0E+5 Adjusted Time (sec)

WELL TEST ANALYSIS Data Set: Z:\\... \\GETRBA 101 B Coo~erJacobs2 12072018.~df Date: 01/09/19 Time: 09:52:46 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01B Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02449 WELL DATA Pumping Wells Observation Wells I Well Name X (ft)

I y (ft) I I Well Name I

X (ft)

I GETR-BA1 -01B 0

I 0

I o GETR-BA 1-01 B I

0 SOLUTION Aquifer Model: Unconfined Solution Method: Cooper-Jacob T = 78.07 ft2/day S = 52.56 I

y (ft) I I

0 I

AQTESOL V for Windows Data Set: Z:\\Clients\\ENS\\CERT\\96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA1 Aq Date: 01/09/19 ime: 09:53:33 t-'ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01B AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02449 PUMPING WELL DATA No. of pumping wells: 1 Pumping Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casil}9 Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft

o. of pumping periods: 1 Pumping Period Data Time (sec)

Rate {gal/min)

o.

16.

OBSERVATION WELL DATA No. of observation wells: 1 Observation Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of Observations: 53 Observation Data TimeJsec) 1.

01/09/19

30.

45.

60.

75.

90.

105.

120.

135.

Displacement (fl)

I 1me bsec) 0.03 96.

0.06 1080.

0.08 1200.

0.08 1500.

0.07 1800.

0.08 2100.

0.09 2400.

0.12 2700.

0.12 3000.

1 Displacement (ft) 0.53 0.55 0.61 0.78 0.92 1.09 1.23 1.4 1.54 09:53:33

AQTESOL V for Windows Time bsec) 15.

165.

180.

195.

210.

225.

240.

255.

270.

285.

300.

360.

420.

480.

540.

600.

720.

840.

Displacement (ft) 0.12 SOLUTION Pumping Test Aquifer Model: Unconfined Solution Method: Cooper-Jacob VISUAL ESTIMATION RESULTS Estimated Parameters Parameter s

Estimate 18.01 52.56 0.13 0.14 0.15 0.15 0.17 0.17 0.19 0.19 0.21 0.22 0.24 0.26 0.31 0.34 0.38 0.43 0.48

= T/b = 4.88 ft/day (0.001721 cm/sec)

,s = S/b = 3.285 1 /ft 01/09/19 2

Time (gee)

:r.ro.

3600.

4200.

4800.

5400.

6000.

6600.

7200.

9000.

1.08E+4 1.26E+4 1.44E+4 1.62E+4 1.8E+4 2.16E+4 2.52E+4 2.88E+4 Displacement (ft) 1.6/

1.82 2.14 2.37 2.71 2.94 3.2 3.47 4.17 4.88 5.59 6.24 6.98 7.54 8.99 10.27 10.28 09:53:33

I

~

C (l) 4.8 E

(l)

()

Cll

0.

-~

0

"'O (l) 3.2

()

(l) 0 0

O. l___.L...L..Ll..l.1.L.LL,,,.,.,l,,"""'81i1111a1111iil........... iia,ilill,lllol./iil2!!!IIIIII..

1111111111111111 0.1

1.

10.

100.

1000.

Adjusted Time (sec)

WELL TEST ANALYSIS Data Set: Z:\\... \\GETRBA 101 B cooper composite.aqt Date: 12/07/18 Time: 16:19:52 Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01B Test Date: November 27, 2017 PROJECT INFORMATION AQUIFER DATA 1.0E+4 1.0E+5 Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02449 WELL DATA Pumoinq Wells I Well Name I

X (ft)

I Y (ft)

I Well Name

>----------+---~~-+---~~--,

I GETR-BA1-01B I

O I

O GETR-BA1-01B

>---------~----~---~

o 02W02

" 02W39

" 1405 o TR-09

" 1406 0 TMW09 0 TR-10 Observation Wells X (ft) 0 0

25 0

0 0

y (ft) 0

-25 4

14 0

-12

-22 0

AU. 1 t:"vL v ror vvmaows Data Set: Z:\\Clients\\ENS\\CERn96785_ CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA 1 Aquife Date: 12/07/18 Time: 16:20:13 PROJECT INFORMATION C

)any: Burns& McDonnell C11ent: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01B AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02449 PUMPING WELL DATA No. of pumping wells: 1 Pum in Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of pumping periods: 1 OBSERVATION WELL DATA No. of observation wells: 10 Observation Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of Observations: 53 Observation Data Time sec

30.

45.

60.

75.

90.

105.

120.

135.

150.

165.

180.

195.

210.

225.

Displacement (ff}

0.03 0.06 0.08 0.08 0.07 0.08 0.09 0.12 0.12 0.12 0.13 0.14 0.15 0.15 0.17 I 1me bsec) 96.

1080.

1200.

1500.

1800.

2100.

2400.

2700.

3000.

3300.

3600.

4200.

4800.

5400.

6000.

Displacement (ft) 0.53 0.55 0.61 0.78 0.92 1.09 1.23 1.4 1.54 1.67 1.82 2.14 2.37 2.71 2.94

AU. 1 t:.;::,uL v mr vv1naows Time bsec}

24.

Disi:2lacement (ft}

0.1 /

Timedsec}

66 0.

Disi:2lacement (ft}

3.2 255.

0.19 7200.

3.47 270.

0.19 9000.

4.17 285.

0.21 1.08E+4 4.88 300.

0.22 1.26E+4 5.59 360.

0.24 1.44E+4 6.24 420.

0.26 1.62E+4 6.98 480.

0.31 1.8E+4 7.54 540.

0.34 2.16E+4 8.99 600.

0.38 2.52E+4 10.27 720.

0.43 2.88E+4 10.28 840.

0.48 Observation Well No. 2: 1404 X Location: 0. ft Y Location: 14. ft Radial distance from GETR-BA 1-01 B: 14. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 92 Observation Data Time ~sec}

20.

Disi:2lacemenf {ft}

0.001 I 1me~sec}

28 8.

Disi:2lacement (ft}

0.307 213.

0.003 3006.

0.328 225.6 0.005 3186.

0.35 238.8 0.004 3372.

0.373 253.2 0.008 3576.

0.401 268.2 0.005 3786.

0.408 283.8 0.001 4008.

0.429 300.6 0.005 4248.

0.457 318.6 0.012 4500.

0.475 337.2 0.007 4764.

0.506 357.6 0.01 5046.

0.532 378.6 0.01 5346.

0.563 400.8 0.012 5664.

0.594 424.8 0.01 6000.

0.64 450.

0.016 6360.

0.676 476.4 0.016 6720.

0.716 504.6 0.021 7140.

0.762 534.6 0.024 7560.

0.812 566.4 0.025 7980.

0.862 600.

0.039 8460.

0.915 636.

0.038 9000.

0.983 672.

0.04 9480.

1.029 714.

0.046 1.008E+4 1.103 756.

0.058 1.068E+4 1.175 798.

0.045 1.128E+4 1.246 846.

0.062 1.194E+4 1.313 900.

0.062 1.266E+4 1.393 948.

0.071 1.344E+4 1.483 1008.

0.084 1.422E+4 1.574 1068.

0.091 1.506E+4 1.661 1128.

0.103 1.596E+4 1.77 1194.

0.011 1.686E+4 1.85 1266.

0.12 1.776E+4 1.948 1344.

0.128 1.866E+4 2.044 1422.

0.144 1.956E+4 2.153 1506.

0.153 2.046E+4 2.263 1596.

0.163 2.136E+4 2.373 1692.

0.175 2.226E+4 2.493 1788.

0.19 2.316E+4 2.611 1896.

0.198 2.406E+4 2.712 2010.

0.22 2.496E+4 2.848 2130.

0.225 2.586E+4 2.983 2256.

0.24 2.676E+4 3.075 2388.

0.261 2.766E+4 3.111 2532.

0.269 2.856E+4 3.125 2682.

0.283 2.946E+4 3.13

AU., t:..::>UL v mr vvinaows Observation Well No. 3: TR-08 X Location: 0. ft Y Location: 0. ft R

11 distance from GETR-BA1-01B: 0. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 1 Observation Data Time Jsec)

Displacement (ft) 18.6 12.94 Observation Well No. 4: 02W02 X Location: 0. ft Y Location: -25. ft Radial distance from GETR-BA 1-01 B: 25. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 102 Observation Data TimeJsec) 18.6 201.

213.

225.6 238.8 253.2 268.2 283.8 300.6 318.6 337.2 357.6 378.6 400.8 424.8 450.

476.4 504.6 534.6 566.4 600.

636.

672.

714.

756.

798.

846.

900.

948.

1008.

1068.

1128.

1194.

1266.

1344.

1422.

1506.

1596.

1692.

1788.

1896.

2010.

2130.

Displacement (ft) 0.01 0.005 0.006 0.013 0.011 0.01 0.007 0.014 0.014 0.011 0.013 0.009 0.013 0.008 0.007 0.006 0.01 0.007 0.005 0.013 0.012 0.005 0.006 0.005 0.002 0.003 0.003 0.002 0.001 0.004 0.005 0.009 0.007 0.007 0.012 0.018 0.026 0.032 0.035 0.041 0.043 0.049 0.054 I 1me1 sec) 35 6.

3786.

4008.

4248.

4500.

4764.

5046.

5346.

5664.

6000.

6360.

6720.

7140.

7560.

7980.

8460.

9000.

9480.

1.008E+4 1.068E+4 1.128E+4 1.194E+4 1.266E+4 1.344E+4 1.422E+4 1.506E+4 1.596E+4 1.686E+4 1.776E+4 1.866E+4 1.956E+4 2.046E+4 2.136E+4 2.226E+4 2.316E+4 2.406E+4 2.496E+4 2.586E+4 2.676E+4 2.766E+4 2.856E+4 2.946E+4 3.036E+4 Displacement (ft) 0.132 0.145 0.156 0.179 0.19 0.212 0.245 0.268 0.295 0.32 0.346 0.372 0.411 0.444 0.484 0.528 0.575 0.618 0.681 0.742 0.812 0.884 0.961 1.049 1.139 1.229 1.341 1.436 1.539 1.629 1.718 1.804 1.888 1.967 2.048 2.119 2.185 2.255 2.3 2.35 2.384 2.42 2.448

AV. 1 t:-:>UL v ror vvrnaows TimeJsec) 22 t>.

Displacement (ft) 0.064 Time (ge~)

TILo +

Displacement (ft) 2.4/3 2388.

0.074 3.216E+4 2.485 2532.

0.074 3.306E+4 2.505 2682.

0.086 3.396E+4 2.515 2838.

0.097 3.486E+4 2.527 3006.

0.111 3.576E+4 2.527 3186.

0.116 3.666E+4 2.53 3372.

0.124 3.756E+4 2.528 Observation Well No. 5: 02W39 X Location: 25. ft Y Location: 4. ft Radial distance from GETR-BA 1-01 B: 25.3179778 ft Piezometer Piezometer Depth: 10. ft No. of Observations: 221 Observation Data Time tsec) 0.2 1 DisplacemenJift) 01)06 I rm~~sec)

g Displacement (ft) 0.029 0.501 0.007 1008.

0.036 0.751 0.003 1068.

0.037 1.001 0.001 1128.

0.035 1.251 0.008 1194.

0.038 1.501

0.

1266.

0.044 1.751 0.004 1344.

0.047 2.001 0.003 1422.

0.051 2.251 0.006 1506.

0.053 2.501 0.005 1596.

0.053 2.751 0.002 1692.

0.056 3.001 0.008 1788.

0.056 3.251 0.005 1896.

0.066 3.501 0.004 2010.

0.069 3.751 0.003 2130.

0.067 4.001 0.007 2256.

0.078 4.251 0.004 2388.

0.072 4.501 0.005 2532.

0.086 4.751 0.006 2682.

0.072 5.001 0.001 2838.

0.076 5.251 0.001 3006.

0.076 5.501 0.002 3186.

0.077 5.751 0.001 3372.

0.078 6.001 0.001 3576.

0.093 6.36 0.003 3786.

0.093 6.72 0.002 4008.

0.097 7.14 0.008 4248.

0.099 7.56 0.003 4500.

0.098 7.98 0.003 4764.

0.12 8.46 0.001 5046.

0.121

9.

0.005 5346.

0.129 9.48 0.006 5664.

0.137 10.08

0.

6000.

0.149 10.68 0.003 6360.

0.145 11.28 0.003 6720.

0.157 11.94 0.001 7140.

0.158 12.66 0.003 7560.

0.164 13.44 0.002 7980.

0.,178 14.22 0.001 8460.

0.182 15.06 0.002 9000.

0.18 15.96

0.

9480.

0.188 16.92 0.004 1.008E+4 0.203 17.88 0.003 1.068E+4 0.209 18.96 0.001 1.128E+4 0.221 20.1 0.003 1.194E+4 0.227 21.3 0.002 1.266E+4 0.239 22.56 0.001 1.344E+4 0.242 23.88 0.002 1.422E+4 0.252 25.32 0.004 1.506E+4 0.268 26.82 0.003 1.596E+4 0.281

Al...l I t::;:,uL v mr vvinaows Time ~sec}

28. 8 Dis~lacement (ft}

0.003 Time (sec) 1.686E+4 30.06 0.005 1.776E+4 0.331 31.86 0.006 1.866E+4 0.341 33.72 0.008 1.956E+4 0.357 35.76 0.006 2.046E+4 0.406 37.86 0.012 2.136E+4 0.421 40.08 0.001 2.226E+4 0.434 42.48 0.01 2.316E+4 0.446

45.

0.001 2.406E+4 0.451 47.64 0.015 2.496E+4 0.463 50.46 0.003 2.586E+4 0.473 53.46 0.002 2.676E+4 0.479 56.64 0.004 2.766E+4 0.485

60.

0.001 2.856E+4 0.499 63.6 0.006 2.946E+4 0.504 67.2 0.002 3.036E+4 0.515 71.4 0.005 3.126E+4 0.517 75.6 0.003 3.216E+4 0.531 79.8 0.006 3.306E+4 0.537 84.6 0.003 3.396E+4 0.541

90.

0.003 3.486E+4 0.555 94.8 0.006 3.576E+4 0.557 100.8 0.006 3.666E+4 0.571 106.8

0.

3.756E+4 0.578 112.8 0.008 3.846E+4 0.578 119.4 0.003 3.936E+4 0.58 126.6

0.

4.026E+4 0.598 134.4 0.003 4.116E+4 0.598 142.2 0.001 4.206E+4 0.603 150.6 0.006 4.296E+4 0.608 159.6 0.004 4.386E+4 0.612 169.2 0.002 4.476E+4 0.624 178.8 0.001 4.566E+4 0.623 189.6 0.003 4.656E+4 0.631 201.

0.004 4.746E+4 0.631 213.

0.004 4.836E+4 0.639 225.6 0.003 4.926E+4 0.647 238.8 0.003 5.016E+4 0.649 253.2 0.002 5.106E+4 0.65 268.2 0.007 5.196E+4 0.649 283.8 0.007 5.286E+4 0.652 300.6

0.

5.376E+4 0.653 318.6 0.001 5.466E+4 0.657 337.2

0.

5.556E+4 0.66 357.6 0.005 5.646E+4 0.665 378.6 0.003 5.736E+4 0.662 400.8 0.004 5.826E+4 0.67 424.8 0.013 5.916E+4 0.673 450.

0.

6.006E+4 0.665 476.4 0.011 6.096E+4 0.674 504.6 0.011 6.186E+4 0.676 534.6 0.015 6.276E+4 0.671 566.4 0.014 6.366E+4 0.678 600.

0.014 6.456E+4 0.687 636.

0.019 6.546E+4 0.683 672.

0.023 6.636E+4 0.681 714.

0.02 6.726E+4 0.681 756.

0.018 6.816E+4 0.688 798.

0.037 6.906E+4 0.683 846.

0.031 6.996E+4 0.688 900.

0.03 Observation Well No. 6: 1405 X Location: 0. ft y 1 '"'r;ation: 14. ft F. ___ JI distance from GETR-BA1 -01B: 14. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 95

AU. 1 t:-:>UL v mr vv1naows Time ~sec)

-m.

213.

225.6 238.8 253.2 268.2 283.8 300.6 318.6 337.2 357.6 378.6 400.8 424.8 450.

476.4 504.6 534.6 566.4 600.

636.

672.

714.

756.

798.

846.

900.

948.

1008.

1068.

1128.

1194.

1266.

1344.

1422.

1506.

1596.

1692.

1788.

1896.

2010.

2130.

2256.

2388.

2532.

2682.

2838.

3006.

Observation Data Displacement (ft) 0.01 0.01 0.017 0.015 0.022 0.031 0.015 0.03 0.023 0.024 0.022 0.023 0.026 0.039 0.042 0.048 0.057 0.06 0.071 0.076 0.084 0.091 0.106 0.111 0.125 0.135 0.141 0.152 0.156 0.174 0.186 0.208 0.224 0.234 0.26 0.279 0.305 0.316 0.336 0.366 0.385 0.415 0.448 0.46 0.482 0.51 0.543 0.579 I 1meJsec) 310.

3372.

3576.

3786.

4008.

4248.

4500.

4764.

5046.

5346.

5664.

6000.

6360.

6720.

7140.

7560.

7980.

8460.

9000.

9480.

1.008E+4 1.068E+4 1.128E+4 1.194E+4 1.266E+4 1.344E+4 1.422E+4 1.506E+4 1.596E+4 1.686E+4 1.776E+4 1.866E+4 1.956E+4 2.046E+4 2.136E+4 2.226E+4 2.316E+4 2.406E+4 2.496E+4 2.586E+4 2.676E+4 2.766E+4 2.856E+4 2.946E+4 3.036E+4 3.126E+4 3.216E+4 Observation Well No. 7: TR-09 X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 176 TimeJsec)

0. 5 0.5 0.75

1.

1.25 1.5 1.75

2.

Observation Data Displacement {ft)

I 1me (s 2

ec) 0.004

z53.

0.

268.2 0.005 283.8 0.009 300.6 0.007 318.6 0.011 337.2 0.012 357.6 0.016 378.6 Displacement (ft) 0.616 0.644 0.689 0.735 0.774 0.814 0.867 0.913 0.984 1.037 1.093 1.167 1.234 1.311 1.386 1.465 1.534 1.628 1.721 1.786 1.878 1.969 2.051 2.15 2.249 2.342 2.438 2.542 2.631 2.697 2.763 2.819 2.866 2.906 2.943 2.98 3.015 3.041 3.081 3.106 3.133 3.155 3.178 3.2 3.217 3.223 3.23 Displacement (ft) 0.099 0.11 0.096 0.117 0.152 0.191 0.217 0.232

A~ 1 t:;:)UL v mr vvinaows Timeisec)

2. 5 Dis(21acement (ft) 0.018 Timedsec) 40.8 Dis(21acement (ft) 0.254 2.5 0.018 424.8 0.28 2.75 0.02 450.

0.316

3.

0.026 476.4 0.346 3.25 0.02 504.6 0.37 3.5 0.029 534.6 0.37 3.75 0.03 566.4 0.377

4.

0.034 600.

0.417 4.25 0.035 636.

0.45 4.5 0.038 672.

0.447 4.75 0.041 714.

0.454

5.

0.041 756.

0.5 5.25 0.041 798.

0.5 5.5 0.044 846.

0.548 5.75 0.046 900.

0.598

6.

0.048 948.

0.635 6.36 0.044 1008.

0.679 6.72 0.046 1068.

0.721 7.14 0.051 1128.

0.754 7.56 0.053 1194.

0.8 7.98 0.045 1266.

0.843 8.46 0.045 1344.

0.886

9.

0.043 1422.

0.929 9.48 0.043 1506.

0.965 10.08 0.04 1596.

1.016 10.68 0.037 1692.

1.071 11.28 0.038 1788.

1.044 11.94 0.038 1896.

1.096 12.66 0.035 2010.

1.148 13.44 0.034 2130.

1.172 14.22 0.035 2256.

1.203 15.06 0.034 2388.

1.26 15.96 0.03 2532.

1.328 16.92 0.032 2682.

1.411 17.88 0.035 2838.

1.491 18.96 0.033 3006.

1.581 20.1 0.032 3186.

1.676 21.3 0.033 3372.

1.77 22.56 0.032 3576.

1.876 23.88 0.031 3786.

1.98 25.32 0.032 4008.

2.094 26.82 0.028 4248.

2.214 28.38 0.03 4500.

2.332 30.06 0.026 4764.

2.463 31.86 0.029 5046.

2.597 33.72 0.023 5346.

2.742 35.76 0.022 5664.

2.892 37.86 0.022 6000.

3.051 40.08 0.017 6360.

3.214 42.48 0.022 6720.

3.375

45.

0.024 7140.

3.563 47.64 0.019 7560.

3.748 50.46 0.009 7980.

3.924 53.46 0.007 8460.

4.138 56.64 0.012 9000.

4.357

60.

0.014 9480.

4.553 63.6 0.014 1.008E+4 4.796 67.2 0.015 1.068E+4 5.027 71.4 0.018 1.128E+4 5.264 75.6 0.013 1.194E+4 5.514 79.8 0.02 1.266E+4 5.784 84.6 0.029 1.344E+4 6.08

90.

0.026 1.422E+4 6.367 94.8 0.035 1.506E+4 6.679 100.8 0.055 1.596E+4 7.027 106.8 0.062 1.686E+4 7.352 112.8 0.086 1.776E+4 7.669 119.4 0.121 1.866E+4 7.995 126.6 0.147 1.956E+4 8.34 134.4 0.148 2.046E+4 8.679 142.2 0.134 2.136E+4 9.017 150.6 0.152 2.226E+4 9.37 159.6 0.124 2.316E+4 9.722

A~ 1 r::.::,uL v mr vvinaows TimeJsec) 16.2 Dis lacement (ft)

.112 Time (sec) 2.406E+4 Displacement ft rn.

178.8 0.098 2.496E+4 10.55 189.6 0.116 2.586E+4

11.

201.

0.154 2.676E+4 11.11 213.

0.131 2.766E+4 11.12 225.6 0.112 2.856E+4 11.12 238.8 0.101 2.946E+4 11.12 Observation Well No. 8: 1406 X Location: 0. ft Y Location: -12. ft Radial distance from GETR-BA 1-01 B: 12.ft Piezometer Piezometer Depth: 10. ft No. of Observations: 108 Observation Data Time ~sec) 20.

Displacemefil!!}_

0.016 I rme ~ec)

~

Displacement {ft) 0.6Z3 213.

0.027 4764.

0.665 225.6 0.021 5046.

0.699 238.8 0.023 5346.

0.747 253.2 0.01 5664.

0.786 268.2 0.02 6000.

0.846 283.8 0.023 6360.

0.886 300.6 0.022 6720.

0.946 318.6 0.024 7140.

1.018 337.2 0.026 7560.

1.057 357.6 0.029 7980.

1.112 378.6 0.033 8460.

1.181 400.8 0.023 9000.

1.248 424.8 0.035 9480.

1.297 450.

0.044 1.008E+4 1.363 476.4 0.047 1.068E+4 1.398 504.6 0.05 1.128E+4 1.44 534.6 0.066 1.194E+4 1.487 566.4 0.066 1.266E+4 1.54 600.

0.069 1.344E+4 1.596 636.

0.093 1.422E+4 1.655 672.

0.094 1.506E+4 1.724 714.

0.097 1.596E+4 1.794 756.

0.105 1.686E+4 1.897 798.

0.109 1.776E+4 2.031 846.

0.112 1.866E+4 2.153 900.

0.12 1.956E+4 2.277 948.

0.133 2.046E+4 2.383 1008.

0.142 2.136E+4 2.474 1068.

0.153 2.226E+4 2.543 1128.

0.171 2.316E+4 2.627 1194.

0.183 2.406E+4 2.694 1266.

0.194 2.496E+4 2.753 1344.

0.207 2.586E+4 2.8 1422.

0.221 2.676E+4 2.844 1506.

0.236 2.766E+4 2.879 1596.

0.241 2.856E+4 2.921 1692.

0.258 2.946E+4 3.011 1788.

0.266 3.036E+4 3.061 1896.

0.29 3.126E+4 3.114 2010.

0.308 3.216E+4 3.164 2130.

0.317 3.306E+4 3.228 2256.

0.329 3.396E+4 3.276 2388.

0.327 3.486E+4 3.317 2532.

0.35 3.576E+4 3.349 2682.

0.362 3.666E+4 3.388 2838.

0.384 3.756E+4 3.408 3006.

0.411 3.846E+4 3.423 3186.

0.444 3.936E+4 3.436 3372.

0.46 4.026E+4 3.448 3576.

0.492 4.116E+4 3.467

A\\..l I r:::;:,vL v Tor vvinaows Time (~ec)

:378.

Displacement (ft) 0.521 Time (sec) 4.206E+4 Displacement (ft) 3.483 4008.

0.554 4.296E+4 3.493 4248.

0.59 4.386E+4 3.495 cL.--'"Vation Well No. 9: TMW09 X Lvvation: 0. ft Y Location: -22. ft Radial distance from GETR-BA1 -01B: 22. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 221 Observation Data Time (gee)

~

Displacement {fl}

0.003 I,me ~sec) 94.

Displacement (ft) 0.049 0.5 0.004 1008.

0.054 0.75

0.

1068.

0.057

1.

0.003 1128.

0.059 1.25

0.

1194.

0.077 1.5 0.002 1266.

0.075 1.75 0.004 1344.

0.092

2.

0.002 1422.

0.096 2.25 0.002 1506.

0.1 2.5 0.001 1596.

0.113 2.75 0.001 1692.

0.124

3.

0.

1788.

0.129 3.25 0.001 1896.

0.146 3.5 0.001 2010.

0.155 3.75 0.005 2130.

0.17

4.

0.002 2256.

0.172 4.25 0.001 2388.

0.184 4.5 0.002 2532.

0.195 4.75 0.006 2682.

0.212

5.

0.004 2838.

0.233 5.25 0.001 3006.

0.241 5.5 0.003 3186.

0.256 5.75 0.003 3372.

0.284

6.

0.003 3576.

0.305 6.36 0.003 3786.

0.335 6.72 0.001 4008.

0.356 7.14 0.005 4248.

0.384 7.56 0.001 4500.

0.406 7.98 0.002 4764.

0.445 8.46 0.001 5046.

0.476

9.

0.003 5346.

0.513 9.48

0.

5664.

0.549 10.08 0.001 6000.

0.6 10.68 0.001 6360.

0.638 11.28 0.008 6720.

0.689 11.94 0.005 7140.

0.747 12.66 0.001 7560.

0.796 13.44 0.003 7980.

0.853 14.22 0.001 8460.

0.911 15.06

0.

9000.

0.971 15.96

0.

9480.

1.027 16.92

0.

1.008E+4 1.084 17.88 0.005 1.068E+4 1.15 18.96 0.004 1.128E+4 1.206 20.1 0.001 1.194E+4 1.263 21.3 0.003 1.266E+4 1.325 22.56 0.005 1.344E+4 1.383 23.88

0.

1.422E+4 1.438 25.32 0.002 1.506E+4 1.492 26.82 0.002 1.596E+4 1.549 28.38

0.

1.686E+4 1.589 30.06 0.003 1.776E+4 1.637 31.86 0.001 1.866E+4 1.676 33.72 0.003 1.956E+4 1.713 35.76 0.006 2.046E+4 1.75

A\\...l I t:.::,uL v ror vvinaows Time ~sec)

37. 6 40.08 42.48

45.

47.64 50.46 53.46 56.64

60.

63.6 67.2 71.4 75.6 79.8 84.6

90.

94.8 100.8 106.8 112.8 119.4 126.6 134.4 142.2 150.6 159.6 169.2 178.8 189.6 201.

213.

225.6 238.8 253.2 268.2 283.8 300.6 318.6 337.2 357.6 378.6 400.8 424.8 450.

476.4 504.6 534.6 566.4 600.

636.

672.

714.

756.

798.

846.

900.

Displacement (ft) 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.007 0.001 0.002 0.011 0.004 0.002 0.001

0.

0.005

0.

0.003 0.001 0.004

0.

0.005 0.001 0.005 0.003 0.005 0.004 0.003 0.004 0.006 0.007 0.007 0.009 0.006 0.002 0.004 0.006 0.008 0.015 0.012 0.012 0.011 0.018 0.016 0.016 0.019 0.025 0.027 0.028 0.035 0.04 0.042 0.041 Time (sec) 2.136E+4 2.226E+4 2.316E+4 2.406E+4 2.496E+4 2.586E+4 2.676E+4 2.766E+4 2.856E+4 2.946E+4 3.036E+4 3.126E+4 3.216E+4 3.306E+4 3.396E+4 3.486E+4 3.576E+4 3.666E+4 3.756E+4 3.846E+4 3.936E+4 4.026E+4 4.116E+4 4.206E+4 4.296E+4 4.386E+4 4.476E+4 4.566E+4 4.656E+4 4.746E+4 4.836E+4 4.926E+4 5.016E+4 5.106E+4 5.196E+4 5.286E+4 5.376E+4 5.466E+4 5.556E+4 5.646E+4 5.736E+4 5.826E+4 5.916E+4 6.006E+4 6.096E+4 6.186E+4 6.276E+4 6.366E+4 6.456E+4 6.546E+4 6.636E+4 6.726E+4 6.816E+4 6.906E+4 6.996E+4 Observation Well No. 10: TR-10 X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Piezometer Piezometer Depth: 10. ft I\\

f Observations: 173 Time tsec) 0.2 1 0.501 Observation Data Displacement (ff) 11~~Js 8

ec) 0.003 0.004 253.2 Displacement (ft) 17 91 1.822 1.851 1.888 1.918 1.945 1.966 1.988 2.007 2.03 2.055 2.077 2.111 2.13 2.152 2.172 2.187 2.204 2.217 2.227 2.246 2.265 2.268 2.284 2.299 2.304 2.31 2.316 2.334 2.339 2.352 2.359 2.373 2.382 2.395 2.4 2.41 2.421 2.432 2.439 2.44 2.453 2.455 2.457 2.458 2.459 2.46 2.463 2.462 2.463 2.458 2.458 2.453 2.443 2.435 Displacement (ft) 0.109 0.101

AU. 1 t::;:,uL v mr vv1naows Time fusee) 0.7 1 Displacemint (ft) 0.00 TimeJs 2

ec)

-z6.

Dis lacem3nt (ft)

. 0 1.001 0.001 283.8 0.104 1.251

0.

300.6 0.108 1.501 0.001 318.6 0.134 1.751 0.005 337.2 0.159 2.001 0.004 357.6 0.18 2.251 0.005 378.6 0.2 2.501 0.003 400.8 0.215 2.751 0.004 424.8 0.232 3.001 0.008 450.

0.265 3.251 0.006 476.4 0.288 3.501 0.004 504.6 0.316 3.751 0.008 534.6 0.329 4.001 0.01 566.4 0.335 4.251 0.009 600.

0.371 4.501 0.008 636.

0.398 4.751 0.011 672.

0.416 5.001 0.013 714.

0.42 5.251 0.011 756.

0.456 5.501 0.011 798.

0.469 5.751 0.013 846.

0.502 6.001 0.013 900.

0.55 6.36 0.014 948.

0.587 6.72 0.013 1008.

0.629 7.14 0.015 1068.

0.673 7.56 0.019 1128.

0.705 7.98 0.019 1194.

0.751 8.46 0.017 1266.

0.791

9.

0.017 1344.

0.842 9.48 0.016 1422.

0.886 10.08 0.019 1506.

0.935 10.68 0.02 1596.

0.991 11.28 0.024 1692.

1.046 11.94 0.027 1788.

1.103 12.66 0.019 1896.

1.166 13.44 0.024 2010.

1.212 14.22 0.021 2130.

1.243 15.06 0.021 2256.

1.275 15.96 0.028 2388.

1.335 16.92 0.022 2532.

1.411 17.88 0.025 2682.

1.493 18.96 0.023 2838.

1.576 20.1 0.026 3006.

1.659 21.3 0.025 3186.

1.758 22.56 0.024 3372.

1.858 23.88 0.023 3576.

1.966 25.32 0.021 3786.

2.08 26.82 0.026 4008.

2.196 28.38 0.029 4248.

2.314 30.06 0.025 4500.

2.43 31.86 0.025 4764.

2.562 33.72 0.023 5046.

2.7 35.76 0.022 5346.

2.844 37.86 0.021 5664.

2.995 40.08 0.024 6000.

3.154 42.48 0.02 6360.

3.319

45.

0.023 6720.

3.478 47.64 0.021 7140.

3.666 50.46 0.015 7560.

3.85 53.46 0.021 7980.

4.033 56.64 0.016 8460.

4.242

60.

0.022 9000.

4.461 63.6 0.022 9480.

4.658 67.2 0.016 1.008E+4 4.902 71.4 0.024 1.068E+4 5.129 75.6 0.021 1.128E+4 5.372 79.8 0.017 1.194E+4 5.624 84.6 0.024 1.266E+4 5.896

90.

0.025 1.344E+4 6.196 94.8 0.033 1.422E+4 6.474 100.8 0.04 1.506E+4 6.796 106.8 0.047 1.596E+4 7.147 112.8 0.055 1.686E+4 7.467

A\\..i I t:..::>UL v ror vvmaows Time (\\ec)

--,--,-g_

Displacement (ft) 0.08 0.101 0.118 0.114 0.124 126.6 134.4 142.2 150.6 159.6 169.2 178.8 189.6 201.

213.

225.6 SOLUTION Pumping Test Aquifer Model: Unconfined Solution Method: Cooper-Jacob 0.12 0.103 0.107 0.107 0.125 0.122 0.114 VISUAL ESTIMATION RESULTS Estimated Parameters Parameter s

Estimate 18.07 52.56 ft2/day K = T/b = 4.88 ft/day (0.001721 cm/sec)

Ss = S/b = 3.285 1 /ft Time ~e~)

T776 +

1.866E+4 1.956E+4 2.046E+4 2.136E+4 2.226E+4 2.316E+4 2.406E+4 2.496E+4 2.586E+4 2.676E+4 Displacement (ft) 7.783 8.107 8.44 8.772 9.103 9.439 9.76 9.917 9.919 9.923 9.921

10.

B aBa§/3 D

Elo~

1.

od

~

+-'

C Q)

E 0.1 Q)

(.)

D ro 0..

!/)

0 D

0.01 0.001 1.0E-4 ~~~~~~-~~~~-~~~~~~~~~~

10.

100.

1000.

1.0E+4 1.0E+5 Time (sec)

WELL TEST ANALYSIS Data Set: Z:\\... \\GETRBA 101 B Murdoch.aqt Date: 12/07/18 Time: 16:28:51 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01B Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16. ft Trench Length: 102.8 ft WELL DATA PumpinQ Wells Observation Wells I Well Name X (ft)

I y (ft) I I Well Name I

X (ft)

I y (ft) I I GETR-BA1-01B 0

I 0

I o GETR-BA 1-01 B I

0 I

0 SOLUTION Aquifer Model: Confined Solution Method: Murdoch (Trench)

Kx

= 26.35 ft/day Ss

= 1.101 w1 Ky/Kx = 0.00105 Lt

= 102.8 ft

AQTESOL V for Windows Data Set: Z:\\Clients\\ENS\\CERT\\96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA 1 Aq Date: 12/07/18

-*me: 16:29:10

,ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 TestWell: GETR-BA1-01B AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02449 Trench Length: 102.8 ff PUMPING WELL DATA No. of pumping wells: 1 Pum in Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 14.83 ft

- :reen Length: 200. ft 1\\IO. of pumping periods: 1 Pumping Period Data Time (sec)

Rate (gal/min)

0.

16.

OBSERVATION WELL DATA No. of observation wells: 2 Observation Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of Observations: 53 Observation Data TimeJsec) 1.

12/07/18

30.

45.

60.

75.

90.

105.

120.

Displacement (ft) 0.03 0.06 0.08 0.08 0.07 0.08 0.09 0.12 1

I 1me bsec)

96.

1080.

1200.

1500.

1800.

2100.

2400.

2700.

Displacement (ft) 0.53 0.55 0.61 0.78 0.92 1.09 1.23 1.4 16:29:10

AQTESOL V for Windows Time fusee) 13.

Dis~lacement (ft) 0.12 TimeJsec) 30 0.

Dis~lacement (ft) 1.54 150.

0.12 3300.

1.67 165.

0.13 3600.

1.82 180.

0.14 4200.

2.14 195.

0.15 4800.

2.37 210.

0.15 5400.

2.71 225.

0.17 6000.

2.94 240.

0.17 6600.

3.2 255.

0.19 7200.

3.47 270.

0.19 9000.

4.17 285.

0.21 1.08E+4 4.88 300.

0.22 1.26E+4 5.59 360.

0.24 1.44E+4 6.24 420.

0.26 1.62E+4 6.98 480.

0.31 1.8E+4 7.54 540.

0.34 2.16E+4 8.99 600.

0.38 2.52E+4 10.27 720.

0.43 2.88E+4 10.28 840.

0.48 Observation Well No. 2: 1404 X Location: 0. ft Y Location: 14. ft Radial distance from GETR-BA 1-01 B: 14. ft Piezometer Piezometer Depth: 10. ft No. of Observations: 92 Observation Data Time ~sec) 20.

Dis~lacement {ff}

0.001 I 1mejsec) 28 8.

Dis~lacement (ft) 0.301 213.

0.003 3006.

0.328 225.6 0.005 3186.

0.35 238.8 0.004 3372.

0.373 253.2 0.008 3576.

0.401 268.2 0.005 3786.

0.408 283.8 0.001 4008.

0.429 300.6 0.005 4248.

0.457 318.6 0.012 4500.

0.475 337.2 0.007 4764.

0.506 357.6 0.01 5046.

0.532 378.6 0.01 5346.

0.563 400.8 0.012 5664.

0.594 424.8 0.01 6000.

0.64 450.

0.016 6360.

0.676 476.4 0.016 6720.

0.716 504.6 0.021 7140.

0.762 534.6 0.024 7560.

0.812 566.4 0.025 7980.

0.862 600.

0.039 8460.

0.915 636.

0.038 9000.

0.983 672.

0.04 9480.

1.029 714.

0.046 1.008E+4 1.103 756.

0.058 1.068E+4 1.175 798.

0.045 1.128E+4 1.246 846.

0.062 1.194E+4 1.313 900.

0.062 1.266E+4 1.393 948.

0.071 1.344E+4 1.483 1008.

0.084 1.422E+4 1.574 1068.

0.091 1.506E+4 1.661 1128.

0.103 1.596E+4 1.77 1194.

0.011 1.686E+4 1.85 1266.

0.12 1.776E+4 1.948 12/07/18 2

16:29:10

AQTESOL V for Windows TimeJsec) 13 4.

1422.

1506.

1596.

1692.

1788.

1896.

2010.

2130.

2256.

2388.

2532.

2682.

Displacement (ft) 0.128 0.144 0.153 0.163 0.175 0.19 0.198 0.22 0.225 0.24 0.261 0.269 0.283 SOLUTION Pumping Test Aquifer Model: Confined Solution Method: Murdoch {Trench)

VISUAL ESTIMATION RESULTS Estimated Parameters Parameter X

Ss Ky/Kx Lt K = 0.009294 cm/sec Estimate 26.35 1.701 0.00105 102.8 ft/rlay tt-i ft T = K*b = 421.5 ft2/day (4.533 sq. cm/sec) 12/07/18 3

Time (sec) 1.866E+4 1.956E+4 2.046E+4 2.136E+4 2.226E+4 2.316E+4 2.406E+4 2.496E+4 2.586E+4 2.676E+4 2.766E+4 2.856E+4 2.946E+4 Displacement (ft) 2.044 2.153 2.263 2.373 2.493 2.611 2.712 2.848 2.983 3.075 3.111 3.125 3.13 16:29:10

1.

E--

C Q)

E 0.1 Q)

(.)

ro Cl.. -~

0 0.01 0.001 1.0E-4 ~~~~~~~~~~-~~~~-~~~~

10.

100.

1000.

1.0E+4 1.0E+5 Time (sec)

WELL TEST ANALYSIS Data Set: Z:\\... \\GETRBA101B Murdoch 2.aqt Date: 12/07/18 Time: 16:30:07 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01B Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16. ft Trench Length: 106.7 ft WELL DATA Pumping Wells Observation Wells I Well Name X (ft)

I y (ft)

I I Well Name I

X (ft}

I y (ft}

I I GETR-BA1-01B 0

I 0

I : 0 GETR-BA 1-01 B 0

0 SOLUTION Aquifer Model: Confined Solution Method: Murdoch (Trench)

Kx

= 26.35 ft/day Ss

= o.1869 w1 Ky/Kx = 0.001015 Lt

= 106.7 ft

AQTESOL V for Windows Data Set: Z:\\Clients\\ENS\\CERn96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA 1 Aq Date: 12/07/18

- *me: 16:30:22 t"'ROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 TestWell: GETR-BA1-01B AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 0.02449 Trench Length: 106.7 ff PUMPING WELL DATA No. of pumping wells: 1 Pum in Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 14.83 ft creen Length: 200. ft No. of pumping periods: 1 Pumping Period Data Time (sec)

Rate (gal/min)

0.

16.

OBSERVATION WELL DA TA No. of observation wells: 2 Observation Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of Observations: 53 Observation Data Time sec

30.

45.

60.

75.

90.

105.

120.

12/07/18 Displacement {ft) 0.03 0.06 0.08 0.08 0.07 0.08 0.09 0.12 1

I 1me bsec) 96.

1080.

1200.

1500.

1800.

2100.

2400.

2700.

Displacement (ft) 0.53 0.55 0.61 0.78 0.92 1.09 1.23 1.4 16:30:22

AQTESOL V for Windows Time fusee) 13.

150.

165.

180.

195.

210.

225.

240.

255.

270.

285.

300.

360.

420.

480.

540.

600.

720.

840.

Observation Well No. 2: 1404 X Location: 0. ft Y Location: 14. ft 0.12 0.13 0.14 0.15 0.15 0.17 0.17 0.19 0.19 0.21 0.22 0.24 0.26 0.31 0.34 0.38 0.43 0.48 Radial distance from GETR-BA 1-01 B:

Piezometer Piezometer Depth: 10. ft No. of Observations: 92

14. ft Timedsec) 30 0.

3300.

3600.

4200.

4800.

5400.

6000.

6600.

7200.

9000.

1.08E+4 1.26E+4 1.44E+4 1.62E+4 1.8E+4 2.16E+4 2.52E+4 2.88E+4 Observation Data Time ~sec) 20.

Displacement {ftl 0.001 I 1mejsec) 28 8.

213.

0.003 3006.

225.6 0.005 3186.

238.8 0.004 3372.

253.2 0.008 3576.

268.2 0.005 3786.

283.8 0.001 4008.

300.6 0.005 4248.

318.6 0.012 4500.

337.2 0.007 4764.

357.6 0.01 5046.

378.6 0.01 5346.

400.8 0.012 5664.

424.8 0.01 6000.

450.

0.016 6360.

476.4 0.016 6720.

504.6 0.021 7140.

534.6 0.024 7560.

566.4 0.025 7980.

600.

0.039 8460.

636.

0.038 9000.

672.

0.04 9480.

714.

0.046 1.008E+4 756.

0.058 1.068E+4 798.

0.045 1.128E+4 846.

0.062 1.194E+4 900.

0.062 1.266E+4 948.

0.071 1.344E+4 1008.

0.084 1.422E+4 1068.

0.091 1.506E+4 1128.

0.103 1.596E+4 1194.

0.011 1.686E+4 1266.

0.12 1.776E+4 12/07/18 2

Displacement (ft) 1.54 1.67 1.82 2.14 2.37 2.71 2.94 3.2 3.47 4.17 4.88 5.59 6.24 6.98 7.54 8.99 10.27 10.28 Displacement (ft) 0.30/

0.328 0.35 0.373 0.401 0.408 0.429 0.457 0.475 0.506 0.532 0.563 0.594 0.64 0.676 0.716 0.762 0.812 0.862 0.915 0.983 1.029 1.103 1.175 1.246 1.313 1.393 1.483 1.574 1.661 1.77 1.85 1.948 16:30:22

AQTESOL V for Windows Time (~ec)

,-J4.

1422.

1506.

1596.

1692.

1788.

1896.

2010.

2130.

2256.

2388.

2532.

2682.

Displacement (ft) 0.128 0.144 0.153 0.163 0.175 0.19 0.198 0.22 0.225 0.24 0.261 0.269 0.283 SOLUTION Pumping Test Aquifer Model: Confined Solution Method: Murdoch (Trench)

VISUAL ESTIMATION RESULTS Estimated Parameters Parameter Kx Ss Ky/Kx Lt K = 0.009294 cm/sec Estimate 26.35 ft/day 0.1869 tt-i 0.001015 106.7 ft T = K*b = 421.5 ft2/day (4.533 sq. cm/sec) 12/07/18 3

Time ~e~

---,--:-aw +

1.956E+4 2.046E+4 2.136E+4 2.226E+4 2.316E+4 2.406E+4 2.496E+4 2.586E+4 2.676E+4 2.766E+4 2.856E+4 2.946E+4 Displacement (ft) 2.044 2.153 2.263 2.373 2.493 2.611 2.712 2.848 2.983 3.075 3.111 3.125 3.13 16:30:22

£ --

C Q)

E Q)

(.)

cu

n.

-~

0 D

D D

D 0.1 ~--~-~~~~~~---~-~~~~~~

10.

100.

1000.

Time (min)

WELL TEST ANALYSIS Data Set: Z:\\... \\GETRBA 101 B murdoch recovery.aqt Date: 01/09/19 Time: 10:16:26 PROJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Well: GETR-BA1-01B Test Date: November 27, 2017 AQUIFER DATA Saturated Thickness: 16. ft Trench Length: 79.58 ft WELL DATA Pumping Wells Observation Wells I Well Name X (ft)

I y (ft) I I Well Name I

X (ft}

I GETR-BA1-01B 0

I 0

I : 0 GETR-BA 1-01 B 0

SOLUTION Aquifer Model: Confined Solution Method: Murdoch (Trench}

Kx

= 11.59 ft/day Ss

= 3.023 w1 Ky/Kx = 0.001 Lt

= 79.58 ft I

y (ft}

I 0

AQTESOL V for Windows Data Set: Z:\\Clients\\ENS\\CERD96785 CERT-DECOM2017\\Support\\Data\\Remediation Pilot Test\\GETR-BA 1 Aq Date: 01/09/19

~*me: 10:16:53

,r{QJECT INFORMATION Company: Burns& McDonnell Client: CERT Project: 96785 Location: Crescent, OK Test Date: November 27, 2017 Test Well: GETR-BA1-01B AQUIFER DATA Saturated Thickness: 16. ft Anisotropy Ratio (Kz/Kr): 1.646E+4 Trench Length: 7'9.58 ff PUMPING WELL DATA No. of pumping wells: 1 Pumping Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Casing Radius: 0.5 ft Well Radius: 0.33 ft Horizontal Well Depth to Top of Screen: 14.83 ft

- ~reen Length: 200. ft NO. of pumping periods: 1 Pumping Period Data Time (mrn)

Rate ~al/min)

a.

6.

OBSERVATION WELL DA TA No. of observation wells: 1 Observation Well No. 1: GETR-BA 1-01 B X Location: 0. ft Y Location: 0. ft Radial distance from GETR-BA 1-01 B: 0. ft Horizontal Well Depth to Top of Screen: 14.83 ft Screen Length: 200. ft No. of Observations: 18 Observation Data TimeJmin) 1.

01/09/19

30.

45.

60.

75.

90.

105.

120.

Displacement (ft}

0.5 0.91 1.06 1.21 1.43 1.6 1.81 1.95 1

I,me bmin) 18.

210.

240.

270.

300.

360.

420.

480.

Displacement (ft) 2.6 2.99 3.28 3.55 3.91 4.47 5.01 5.54 10:16:53

AQTESOL V for Windows Time bmin) 15.

Displacement (ft) 2.25

)LUTION Pumping Test Aquifer Model: Confined Solution Method: Murdoch (Trench)

VISUAL ESTIMATION RESULTS Estimated Parameters Parameter Kx Ss Ky/Kx Lt K = 0.004088 cm/sec Estimate 11.59 3.023 0.001 79.58 ft/nay tt-i ft T = K*b = 185.4 ft2/day (1.994 sq. cm/sec)

AUTOMATIC ESTIMATION RESULTS Estimated Parameters Parameter Kx Ss Ky/Kx Lt Estimate 8.659 3.002 0.001 79.58 Std. Error 4.264E+/

1.737E+7 445.2 1.094E+8 Time bmin)

54.

Ap~rox. C.I.

+F.14/E+/

+/- 3. 726E+ 7

+/- 955.

+/- 2.348E+8 C. I. is approximate 95% confidence interval for parameter

atio = estimate/std. error

> estimation window K = 0.003055 cm/sec T = K*b = 138.5 ft2/day (1.49 sq. cm/sec)

Parameter Correlations Kx Ss

~~fu~

Lt Kx 1.UO

-o-:-91 0-:01 Ss -0.91 1.00

-0.30

-0.43 Ky/Kx 0.67

-0.30 1.00

-0.73 Lt 0.01

-0.43

-0.73 1.00 Residual Statistics for weighted residuals Sum of Squares...... 3.611 ft22 Variance............ 0.2579 ft Std. Deviation........ 0.5079 ft Mean............... -0.1544 ft No. of Residuals...... 18 No. of Estimates...... 4 01/09/19 2

Displacement (ft) 6.06 t-Ratio 2.03E-7 1.728E-7 2.246E-6 7.271 E-7 ft/nay tt-i ft 10:16:53

~

envi ronmenta I properties management. LLC ATTACHMENT 2 TABLE 6-2 FROM REMEDIATION PILOT TEST REPORT ORIGINAL VERSION

Tc 6-2 Constant Rate np Test Results Remediation Pilot Test Cimarron Environmental Response Trust North Highway 74 Guthrie, OK Extraction Sump/

Transmissivity Hydraulic Conductivity Monitor Well (ft2/dav)

GETR-BA 1-01 B 1 78.07 GETR-BA1-01 B2 421.5 02W02 168.9 02W28 310.5 02W39 1,073 TMW-09 312.1 1404 123.8 1405 202.5 1406 158.2 TR-08 80.61 TR-09 76.74 TR-10 87.52 GETR-BA1-01B2 138.5 Notes:

cm/sec = centimeters per second fUday = feet per day ft2/day = square feet per day ft/day cm/sec Pumping Test Results 4.88 1.72 X 10-3 26.35 9.29 X 10-3 10.56 3.73 X 10-3 19.01 6.71 X 10-3 65.71 2.32 X 10-2 19.51 6.88 X 10-3 7.58 2.68 X 10-3 12.40 4.38 X 10-3 9.69 3.42 X 10-3 5.04 1.78 X 10-3 4.80 1.69 X 10-3 5.47 1.93 X 10-3 Recovery Test Results 8.66 3.00 X 10-3 Storativitv Specific StoraQe 3.29 fr1 1.70 fr 1 4.72E-02 9.70E-04 2.34E-03 2.72E-03 1.10E-01 2.54E-03 8.05E-04 1.41 E-03 2.76E-04 1.36E-04 3.002 fr1 1Cooper, HH and CE Jacob, 1946. A Generalized Graphical Method for Evaluating Formation Constants and Summarizing Well Field History, American Geophysical Union Trans. Vol. 27, pp 526 -534.

2Murdoch, LC, 1994. Transient Analyses of an lnterceptptor Trench, Water Resources Research, Vol. 30, No. 11, pp 3023 -3031.

Table 6-2 GETR_BA1_01_Constant Rate Pump Test Results.xlsx 1 of 1 5/30/2018

~

environmental properties management. LLC ATTACHMENT 3 TABLE 6-2 FROM REMEDIATION PILOT TEST REPORT REVISED VERSION

Ta 6-2 Constant Rate np Test Results Remediation Pilot Test Cimarron Environmental Response Trust North Highway 74 Guthrie, OK Extraction Sump/

Transmissivity Hydraulic Conductivity Monitor Well (ft2/day)

GETR-BA1-01B1 78.07 GETR-BA 1-01 B2 421.5 02W021 161.0 02W281 303.1 02W391 945.3 TMW-091 314.2 14041 123.8 14051 179.2 14061 177.8 TR-08 1

3 82.36 TR-091*3 85.45 TR-101*3 86.35 GETR-BA1-01 B2 185.44 Notes:

cm/sec = centimeters per second ft/day = feet per day ft2/day = square feet per day ft/day cm/sec Pumping Test Results 4.88 1.72 X 10-3 26.35 9.29 X 10-3 10.06 3.55 X 10-3 18.56 6.55 X 10-3 57.89 2.04 X 10-2 19.64 6.93 X 10-3 7.58 2.67 X 10-3 10.97 3.87 X 10-3 10.89 3.84 X 10-3 5.15 1.82 X 10-3 5.34 1.88 X 10-3 5.40 1.90 X 10-3 Recovery Test Results 11.59 4.09 X 10-3 Storativity Specific Storage 3.29 ft-1 1.70 ff 1

4.47E-02 5.70E-02 1.71E-01 4.18E-02 1.10E-01 6.43E-02 1.26E-01 4.66E+01 4.83E+01 4.52E+01 3.023 ff1 1Cooper, HH and CE Jacob, 1946. A Generalized Graphical Method for Evaluating Formation Constants and Summarizing Well Field History, American Geophysical Union Trans. Vol. 27, pp 526 -534.

2Murdoch, LC, 1994. Transient Analyses of an Interceptor Trench, Water Resources Research, Vol. 30, No. 11, pp 3023 -3031.

Table 6-2 GETR_BA1_01_Constant Rate Pump Test Results_revised.xlsx 1 of 1 1/14/201 9

ML19029A795

Text

Dear Mr. Davis:

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