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HomeMy WebLinkAboutNC0001422_Table 6-7 Insitu Hydraulic Conductivity_20150805TABLE 6-7 HYDRAULIC CONDUCTIVITY L.V. SUTTON ENERGY COMPLEX DUKE ENERGY PROGRESS, INC., WILMINGTON, NC Ash Basin Well ID Slug Test Slug Test Number Hydraulic Conductivity (cm/sec) Measured Geometric Mean Hydraulic Conductivity (ft/day) Measured Geometric Mean ABFIVV_ul�' Slug In Test 1 1.63E-04 9.01E-05 4.61E-01 2.55E-01 Test 2 9.99E-05 2.83E-01 Test 3 4.24E-05� 1.20E-01 Slug out Test 1� 5.77E-05 1.64E-01 Test 2 1.02E-04 88 -21 Test 3 1.33E-04 3! E-01 ABMW-02S Slug In Test 1 8.07E-04 6.71E-04 2.29E+00 1.90E+00 Test 2 7.83E-04 2.22E+00 Test 3 7.81E-04 2.21E+00 Test 4 7.81E-04 2.21E+00 Slug Out Test 3 5.48E-04 1.55E+00 Test 4 1 4.33E-04 1.23E+00 GEOGRAPHIC MEAN 2.46E-04 6.97E-01 HIGHEST CONDUCTIVITY 8!E-21 I I 2.29E+00 LOWEST CONDUCTIVITY 2047E_05 I I 1.20E-01 Note: Prepared by: RAG Checked by: HIF Slug tests were analyzed using the Hvorslev mathmatical model. -Springer and Gelhar mathmatical model was used due to undendamped response from BW-3S &AW-01C P:\Duke Energy Progress. 1 026\1 08. Sutton Ash Basin GWAssessment Plan\1.11 CSA Reporting\Tables\Report Tables\ Table 6-7 Insitu Hydraulic Conductivity Page 1 of 4 TABLE 6-7 HYDRAULIC CONDUCTIVITY L.V. SUTTON ENERGY COMPLEX DUKE ENERGY PROGRESS, INC., WILMINGTON, NC Upper Surficial Aquifer Well ID Slug Test Slug Test Number Hydraulic Conductivity (cm/sec) Measured Geometric Mean Hydraulic Conductivity (ft/day) Measured Geometric Mean ABMW-01D Slug In Test 1 1.64E-05 3.74E-05 4.64E-02 1.06E-01 Test 2 8.54E-05=� 2.42E-01 Slug Out Test 3 2.06E-05 5.83E-02 AW O1BF-Slug In Test 1 3.92E-02 3.73E-02 1.11E+02 1.06E+02 Slug Out Test 1 3.55E-02 1.01E+02 AW-02B Slu1 In Test 1 1.05E-02 8.72E-03 2.97E+01 2.47E+01 Test 2 8 0- 21 20 23 2.36E+01 �1E Slug Out Test 2 8! 5 E - 2.31E+01 Test 3 8. 13E-03 2.3 1 + 0 1H AW-03B Slug In Test 1 4.36E-02 3.33E-02 1.24E+02 9.45E+01 Test 2 2.79E-02 7.90E+01 Test 3 3.36E-02 9.52E+01 2 Slug Out Test 1 3.03E-02 8.59E4+01 AW-04B Slu1 In Test 1 6.06E-02 5.73E-02 1.72E+02 1. 17E+02 Test 2 5.42E-02 1.54E+02 Slug Out Test 2 2. 13E-02 6.02E+01 AW O5B Slug Out Test 1 2.30E-03 2.30E-03 6.53E+00 6.53E+00 AW-06B Slu In Test 2 3.32E-02 3.99E-02 9.41E+01 1. 13E+02 S1ug Out Test 1 4.80E-02 1.36E+02 S ucl out Test 2 4.14E-02 1. 17E+02 AW-08B 1 In F 12s! 1 4.31E-02 4.35E-02 14.22E+02 1.23E+02 Test 3.52E-02 9.97E+01 Test 3 3. lOE-02 8.78E+01 Slug Out Test 2 4.97E-02 1.41E+02 Test 3 6.70E-02 1 go +0 1.90E+02 AW-09B Slug In Test 1 5.78E-02 6.22E-02 1.64E+02 1.76E+02 Slug In Test 2 5.78E-02 1.64E+02 Slug Out Test 1 7.00E-02 1.98E+02 Slug Out Test 2 6.42E-02 1.82E+02 MW-37B Slug In Test 2 2.78E-02 2.56E-02 7.88E+01 7.25E+01 Test 3 2.62E-02 7.42E+01 Test 4 2. 11E-02 5.97E+01 Slug Out Test 3 2.71E-02 7.67E+01 Test 4 2.64E-02 7.48E+01 SMW-01B Slug Out Test 2 4.74E-02 4.74E-02 1.34E+02 1.34E+02 SMW-02B Slug In Test 1 5.37E-03 5.18E -03 1.52E+01 1.47E+01 Slug In Test 2 5. 13E-03 1.45E+01 Slug In Test 3 4.92E-03 1.40E+01 Slug Out Test 1 23 1.40E+01 Sluq Out Test 592E-o 7E_ 3 1.52E+01 Sl q Out Test 3 5.37E-03 1.52E+01 S MW -03B Slug Out Test 2 4.79E-02 4.77E -02 1.36E+02 1.35E+02 Sluq out Test 3 4.75E-02 1.35E+02 SMW-04B Slug In Test 2 5.28E-02 5.34E-02 �2 11! �5 0 �_2 1.51E+02 Slug In Test 3 5.40E-OH 5E -+� 0 SMW-05B IF -Slug In Test 1 5.34E-02 4.24E-02 1.51E+02 1.20E+02 I Sl cl In Test 3 3.37E-02 9.54E+01 SVIW-06B ! I D Test 1 1.98E-02 2.19E -02 5.62E+01 6.21E+01 Mugq 1 n Test 2 2.32E-02 6.57E+01 Slug In Test 3 2.71E-02 7.67E+01 -Slug out Test 1 1.85E-02 5.25E+01 GEOMETRIC MEAN 1.66E-02 4.72E+01 HIGHEST CONDUCTIVITY 7.00E-02 1.98E+02 LOWEST CONDUCTIVITY 1.64E-05 4.64E-02 Note: Prepared by: RAG Checked by: HIF Slug tests were analyzed using the Hvorslev mathmatical model. -Springer and Gelhar mathmatical model was used due to undendamped response from BW-3S &AW-01C P:\Duke Energy Progress. 1 026\1 08. Sutton Ash Basin GW Assessment Plan\1.1 1 CSA Reporting\Tables\Report Tables\ Table 6-7 Insitu Hydraulic Conductivity Page 2 of 4 TABLE 6-7 HYDRAULIC CONDUCTIVITY L.V. SUTTON ENERGY COMPLEX DUKE ENERGY PROGRESS, INC., WILMINGTON, NC Lower Surficial Aquifer Well ID Slug Test Slug Test Number Hydraulic Conductivity (cm/sec) Measured Geometric Mean Hydraulic Conductivity (ft/day) Measured Geometric Mean ABMW-02D Slug In Test 1 4.18E-02 2.84E-02 1.18E+02 8.04E+01 Test 2 2.38E-02 6.76E+01 Test 3 3.71E-02 1.05E+02 Test 4 3.76E-02 Slug Out Test 1 1.90E-02 �1.07E+02 LEI 3 2.56E-02 TV 4 2. 19E-02 6.22E+01 AW-01c* Slug In Test 1 5. 18E-02 3.03E-02 1.47E+02 8.58E+01 Slug Out Test 1 1.77E-02 5.01E+01 AW-02C Slug In Test 1 3.51E-02 3. 18E-02 9.94E+01 9.03E+01 Slug Out Test 1 2.89E-02 8.20E+01 AW-03C Slug In Test 1 2.63E-02 3.23E-02 70.45E+01 8.43E+01 Test 2 2.49E-02 7.06E+01 Test 3 4.02E-02 1. 14E+02 Slug Out Test 1 4.09E-02 1. 16E+02 Test 3 3.28E-02 9 0 9.30E+01 AW-04C F-Slu In Test 1 4.18E-02 3.65E-02 1. 18E+02 1.04E+02 Slug Out Test 1 3.20E-02 9.06E+01 AW-05C Slug Out Test 3 4.16E-02 4.59E-02 I EE ±2 1.30E+02 r1ug Out Test 4 5.07E-02 1!:18 i� +02 AW-08C* Slug In I Test 1 2.70E-02 2.64E-02 7.64E+01 7.48E+01 Test 2 1.67E-02 4.72E+01 Test 3 3.14E-02 8.91E+01 Slug Out Test 3.00E-02 8.50E+01 Test 2 2.38E-02 6.74E+01 Test 3 3.37E-02 9.54E+01 AW-09C Out Test 1 4.79E-02 4.41E-02 1± 2 21 �5 EE 1.25E+02 1�- -Slug I Slug Out I Test 2 1 4.05E-02 1! +02 MW-31C Slug In I Test 1 9.23E-03 8.25E-03 2.62E+01 2.34E+01 Test 2 9.07E-03 2.57E+01 Test 3 9.38E-03 2.66E+01 Slug Out Test 1 5 .84E-03 2.22E+01 Test 2 7.30E-03 2.07E+01 Test 3 7.04E-03 2.00E+01 MW-37C Slu1 In 12sj 1 3. 12E-02 3.80E-02 8.85E+01 1.08E+02 Test 5.72E-02 1.62E+02 �10 Test 3 3.76E-02 1.07E+02 Slug Out Test 2 3. 12E-02 8.84E+01 SMW-01C Slug In Test 3 4.21E-02 4.49E-02 9E ± 1.27E+02 1 IF: -SSl 'lug Out Test 3 4.79E-0 H 02 M ItE 2 S MW -02C Slug In Test 1 5.59E-02 5.43E -02 1.58E+02 1.54E+02 Slug In Test 2 4.14E-02 1. 17E+02 Slug In Test 3 2.72E-02 1.62E+02 Sluq Out Test 1 5 .57E-02 1.58E+02 Sluq Out Test 2 5.66E-02 1.60E+02 Sl q Out Test 3 6.14E-02 1.74E+02 SMW-03C Slug In Test 1 3.75E-02 3.96L-02 1.06E+02 1. 12E+02 Slug In Test 2 3.22E-02 9.12E+01 Slug In Test 3 3.34E-02 9.47E+01 Sluq Out Test 1 3.71E-02 1.05E+02 Sluq Out Test 2 5.66E-02 1.60E+02 Slug Out Test 3 4.54E-02 1.29E+02 SMW-04C Slug Out Test 2 6.08E-02 6.08E-02 1.72E+02 1.72E+02 SMW-05C Sl [__uq In Test 1 4.35E-0 2 4.75E-02 1 2 E ± 2 1.35E+02 Slug Out Test 1 5.20E-OH 1! �2 I 7E +02 SVIW-06C L- Slu� Test 1 1.87E-02 2.06E-02 5.30E+01 5.85E+01 Slug In Test 2 2.22E-02 6.29E+01 Slug In Test 3 2.45E-02 6.96E+01 F SlugOutTest 2 2.04E-02 5.78E+01 Slug Out Test 3 1.81E-02 5.12E+01 GEOMETRIC MEAN 3.02E-02 8.55E+01 HIGHEST CONDUCTIVITY 6.14E-02 1.74E+02 LOWEST CONDUCTIVITY 1 7.04E-03 I 2.00E+01 Note: Prepared by: RAG Checked by: HIF Slug tests were analyzed using the Hvorslev mathmatical model. *Springer and Gelhar mathmatical model was used due to undendamped response from 3W-3S &AW-01C P:\Duke Energy Progress. 1 026\1 08. Sutton Ash Basin GWAssessment Plan\1.11 CSA Reporting\Tables\Report Tables\ Table 6-7 Insitu Hydraulic Conductivity Page 3 of 4 TABLE 6-7 HYDRAULIC CONDUCTIVITY L.V. SUTTON ENERGY COMPLEX DUKE ENERGY PROGRESS, INC., WILMINGTON, NC Upper Pee Dee Aquifer Well ID Slug Test I j Slug Test Number Hydraulic Conductivity Measured Geometric Mean Hydraulic Measured Conductivity Geometric Mean I AW-02D Slu -In Test 1 2.64E-05 1.37E-05 7.48E-02 3.89E-02 S l u Out ug ---- Test 1 F7. 16E-06 2.03E-02 Slu In FAW-05D Test 1 1.18E-04 1.14E -04 3.35E-01 3.23E-01 'Sl ug­0ut '--- F Test 1 1.09E-04 3. lOE-01 AW-06D Slu In Test 1 6.22E-06 -1 2.37E-06 1.76E-02 6.71E-03 I Slug Out Test 1 9.02E-07 2.56E-03 AW-07D I Slug In IF Test 1 2.01E-05 1.69E-05 5.71E-02 4.80E-02 -Slug Out Test 1 1.42E-05 4.03E-02 AW 09D Slu In Test 1 2.73E-05 1.23E-05 7.74E-02 3.49E-02 I Slug Out Test 1 5.54E-06 1.57E-02 F-s-m-w--665-11Slu Out Test 1 1 3. 13E-06 3. 13E-06 8.88E-03 8.88E-03 GEOMETRIC MEAN 1.30E-05 3.70E-02 HIGHEST CONDUCTIVITY 1. 18E-04 3.35E-01 LOWEST CONDUCTIVITY 9.02E-07 2.56E-03 Lower Pee Dee Aquifer Hydraulic Conductivity Hydraulic Conductivity Well ID Slug Test Slug Test Number (cm/sec) Geometric Measured Mean I (ft/day) Measured Geometric Mean AW-05E Slu In Test 1 1.35E-06 7. 11E-07 I 3.83E-03 2.01E-03 Slug Out Test 1 3.74E-07 1.06E-03 Slug In Test 1 1.95E-07 1. 19E-07 5.52E-04 3.36E-04 Slug Out Test 1 7.21E-08 2.05E-04 Slug Out Test 1 2.08E-07 2.08E-07 5.90E-04 5.90E-04 GEOMETRIC MEAN 2.72E-07 7.70E-04 HIGHEST CONDUCTIVITY 1.35E-06 3.83E-03 LOWEST CONDUCTIVITY 7.21E-08 2.05E-04 Note: Prepared by: RAG Checked by: HIF Slug tests were analyzed using the Hvorslev mathmatical model. -Springer and Gelhar mathmatical model was used due to undendamped response from BW-3S &AW-01C P:\Duke Energy Progress. 1 026\1 08. 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