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Home My WebLink AboutNC0000396_Slug Tests_20150823N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 0. 20. 40. 60. 80. 100. Time (sec) ABMW-2, TEST 1, SLUG OUT Data Set: S:\...\ABMW-2 slugout1.agt Date: 07/20/15 Time: 14:52:45 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 8.21 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-2) Initial Displacement: 1.503 ft Static Water Column Height: 5.39 ft Total Well Penetration Depth: 8.21 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001165 cm/sec y0 = 1.5 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 12. 24. 36. 48. 60. Time (sec) ABMW-2, TEST 2, SLUG OUT Data Set: S:\...\ABMW-2 slugout2.agt Date: 07/20/15 Time: 14:53:33 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 8.21 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-2) Initial Displacement: 1.549 ft Static Water Column Height: 5.39 ft Total Well Penetration Depth: 8.21 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.000926 cm/sec y0 = 1.544 ft 1. ABMW-2S, TEST 2, SLUG IN Data Set: S:\...\ABMW-2S slugin1.agt N ° o ° r° Company: SynTerra m Client: DEP Asheville a I Project: 1026.102.1.7 z Location: Arden, NC e Test Date: March 21, 2015 d H Saturated Thickness: 23.47 ft e a Initial Displacement: 1.818 ft d Total Well Penetration Depth: f t t 0.1 1 0 8. 16. 24. 32. 40. Time (sec) ABMW-2S, TEST 2, SLUG IN Data Set: S:\...\ABMW-2S slugin1.agt Date: 07/20/15 Time: 15:04:59 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 23.47 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-2S) Initial Displacement: 1.818 ft Static Water Column Height: 23.17 ft Total Well Penetration Depth: 26.02 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001474 cm/sec y0 = 1.169 ft 1. N ° 0 r m a I z e d H 0.1 e a d ( f t f t 0.01 1 0 10. 20. 30. 40. 50. Time (sec) ABMW-2S, TEST 4, SLUG IN Data Set: S:\...\ABMW-2S slugin4.agt Date: 07/20/15 Time: 15:07:49 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 23.47 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-2S) Initial Displacement: 1.883 ft Static Water Column Height: 23.17 ft Total Well Penetration Depth: 26.02 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001504 cm/sec y0 = 1.219 ft N 0 r m a I i z e d ( f t f t 0.1 0.01 1 0 10. 20. 30. 40 Time (sec) 50. ABMW-2S, TEST 1, SLUG OUT Data Set: S:\...\ABMW-2S slugout1.agt Date: 07/20/15 Time: 15:17:07 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 23.47 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-2S) Initial Displacement: 1.4 ft Static Water Column Height: 23.17 ft Total Well Penetration Depth: 26.02 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001754 cm/sec y0 = 1.35 ft N 0 r m a I i z e d H 0.1 e a d f t f t 0.01 0. 40. 80. 120. 160. 200. Time (sec) ABMW-2S, TEST 4, SLUG OUT Data Set: S:\...\ABMW-2S slugout4.agt Date: 07/20/15 Time: 15:19:56 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 23.47 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-2S) Initial Displacement: 1.4 ft Static Water Column Height: 23.17 ft Total Well Penetration Depth: 26.02 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001561 cm/sec y0 = 1.3 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 120. 240. 360. 480. 600. Time (sec) ABMW-04, TEST 1, SLUG IN Data Set: S:\...\ABMW-04 slugin1.agt Date: 07/20/15 Time: 14:54:56 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 24.81 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04) Initial Displacement: 1.991 ft Static Water Column Height: 21.5 ft Total Well Penetration Depth: 24.81 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001691 cm/sec y0 = 1.665 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 140. 280. 420. 560. 700. Time (sec) ABMW-04, TEST 2, SLUG IN Data Set: S:\...\ABMW-04 slugin2.agt Date: 07/20/15 Time: 14:55:07 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 24.81 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04) Initial Displacement: 1.978 ft Static Water Column Height: 21.5 ft Total Well Penetration Depth: 24.81 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001399 cm/sec y0 = 1.668 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) ABMW-04, TEST 1, SLUG OUT Data Set: S:\...\ABMW-04 slugout1.agt Date: 07/20/15 Time: 14:55:37 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 24.81 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04) Initial Displacement: 1.825 ft Static Water Column Height: 21.5 ft Total Well Penetration Depth: 24.81 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 8.244E-5 cm/sec y0 = 1.655 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 200. 400. 600. 800. 1000. Time (sec) ABMW-04, TEST 2, SLUG OUT Data Set: S:\...\ABMW-04 slugout2.agt Date: 07/20/15 Time: 14:56:44 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 24.81 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04) Initial Displacement: 1.788 ft Static Water Column Height: 21.5 ft Total Well Penetration Depth: 24.81 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 9.326E-5 cm/sec y0 = 1.647 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) ABMW-04BR, PACKER TEST 2,77-87 FT INTERVAL, SLUG IN Data Set: S:\...\ABMW-04BR slugin1.agt Date: 07/21/15 Time: 16:57:59 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 20. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04BR) Initial Displacement: 0.8904 ft Static Water Column Height: 49.64 ft Total Well Penetration Depth: 55.64 ft Screen Length: 10. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0001296 cm/sec y0 = 0.8222 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) ABMW-04BR, PACKER TEST 2,77-87 FT INTERVAL, SLUG OUT Data Set: S:\...\ABMW-04BR slugout1.agt Date: 07/21/15 Time: 16:58:21 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 20. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04BR) Initial Displacement: 0.7456 ft Static Water Column Height: 49.64 ft Total Well Penetration Depth: 55.64 ft Screen Length: 10. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0002464 cm/sec y0 = 0.7348 ft N 0 r m a I i z e d H 0.1 e a d ( t f 0.01 0. 60. 120. 180. 240. 300. Time (sec) ABMW-04D, TEST 1, SLUG IN Data Set: S:\...\ABMW-04D slugin1.agt Date: 07/20/15 Time: 15:38:53 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 32.51 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04D) Initial Displacement: 1.707 ft Static Water Column Height: 32.81 ft Total Well Penetration Depth: 36.01 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001285 cm/sec y0 = 1.28 ft N 0 r m a I i z e d H 0.1 e a d ( f f t 0.01 0. 60. 120. 180. 240. 300. Time (sec) ABMW-04D, TEST 2, SLUG IN Data Set: S:\...\ABMW-04D slugin2.agt Date: 07/20/15 Time: 15:41:12 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 32.51 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04D) Initial Displacement: 1.74 ft Static Water Column Height: 32.81 ft Total Well Penetration Depth: 36.01 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.00137 cm/sec y0 = 1.462 ft N 0 r m a I i z e d H 0.1 e a d f t f t 0.01 0. 60. 120. 180. 240. 300. Time (sec) ABMW-04D, TEST 1, SLUG OUT Data Set: S:\...\ABMW-04D slugout1.agt Date: 07/20/15 Time: 15:44:24 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 32.51 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04D) Initial Displacement: 1.641 ft Static Water Column Height: 32.81 ft Total Well Penetration Depth: 36.01 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001432 cm/sec y0 = 1.512 ft N 0 r m a I i z e d H 0.1 e a d f t f t 0.01 0. 60. 120. 180. 240. 300. Time (sec) ABMW-04D, TEST 2, SLUG OUT Data Set: S:\...\ABMW-04D slugout2.agt Date: 07/20/15 Time: 15:47:44 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 32.51 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04D) Initial Displacement: 1.623 ft Static Water Column Height: 32.81 ft Total Well Penetration Depth: 36.01 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001414 cm/sec y0 = 1.537 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) ABMW-05BR, TEST 1, SLUG OUT Data Set: S:\...\ABMW-05BR slugout1.agt Date: 07/22/15 Time: 17:24:42 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 40. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-05BR) Initial Displacement: 2.424 ft Static Water Column Height: 55.57 ft Total Well Penetration Depth: 58.73 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 3.737E-5 cm/sec y0 = 2.299 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 120. 240. 360. 480. 600. Time (sec) ABMW-05D, TEST 1, SLUG IN Data Set: S:\...\ABMW-05D slugin1.agt Date: 07/20/15 Time: 16:26:31 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 19.7 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-05D) Initial Displacement: 1.834 ft Static Water Column Height: 22.61 ft Total Well Penetration Depth: 25.76 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001412 cm/sec y0 = 1.574 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 140. 280. 420. 560. 700. Time (sec) ABMW-05D, TEST 2, SLUG IN Data Set: S:\...\ABMW-05D slugin2.agt Date: 07/20/15 Time: 16:29:12 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 19.7 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-05D) Initial Displacement: 1.968 ft Static Water Column Height: 22.61 ft Total Well Penetration Depth: 25.76 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001015 cm/sec y0 = 1.601 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 120. 240. 360. 480. 600. Time (sec) ABMW-05D, TEST 1, SLUG OUT Data Set: S:\...\ABMW-05D slugout1.agt Date: 07/20/15 Time: 16:31:52 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 19.7 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-05D) Initial Displacement: 1.915 ft Static Water Column Height: 22.61 ft Total Well Penetration Depth: 25.76 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 9.708E-5 cm/sec y0 = 1.644 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 120. 240. 360. 480. 600. Time (sec) ABMW-05D, TEST 2, SLUG OUT Data Set: S:\...\ABMW-05Dslugout2.agt Date: 07/20/15 Time: 16:35:59 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 19.7 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-05D) Initial Displacement: 1.871 ft Static Water Column Height: 22.61 ft Total Well Penetration Depth: 25.76 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001183 cm/sec y0 = 1.725 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) ABMW-05S, TEST 1, SLUG IN Data Set: S:\...\ABMW-052 slugin1.agt Date: 07/20/15 Time: 16:46:08 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 14.99 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-05S) Initial Displacement: 1.654 ft Static Water Column Height: 11.03 ft Total Well Penetration Depth: 13.96 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 5.379E-5 cm/sec y0 = 1.588 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 800. 1.6E+3 2.4E+3 3.2E+3 4.0E+3 Time (sec) ABMW-05S, TEST 1, SLUG OUT Data Set: S:\...\ABMW-05S slugout1.agt Date: 07/20/15 Time: 16:51:16 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 14.99 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-05S) Initial Displacement: 1.827 ft Static Water Column Height: 11.03 ft Total Well Penetration Depth: 13.96 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 2.361 E-5 cm/sec y0 = 1.55 ft 1. N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 0. 200. 400. 600. 800. 1000. Time (sec) ABMW-SBR, PACKER TEST 1, 72-77 FT INTERVAL, SLUG IN Data Set: S:\...\ABMW-5BR slugin 72-77.agt Date: 07/22/15 Time: 14:50:49 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: April 2, 2015 AQUIFER DATA Saturated Thickness: 40. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-5BR) Initial Displacement: 0.93 ft Static Water Column Height: 52.47 ft Total Well Penetration Depth: 58.47 ft Screen Length: 5. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0006981 cm/sec y0 = 0.7883 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) ABMW-5BR, PACKER TEST 1, 72-77 FT INTERVAL, SLUG OUT Data Set: S:\...\ABMW-5BR slugout 72-77.agt Date: 07/29/15 Time: 09:35:06 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: April 2, 2015 AQUIFER DATA Saturated Thickness: 40. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-5BR) Initial Displacement: 1.412 ft Static Water Column Height: 52.47 ft Total Well Penetration Depth: 58.47 ft Screen Length: 5. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 7.253E-5 cm/sec y0 = 0.9984 ft 0. 1 I I I 1 I I 1 I. 1 1 1 I I I I I I I\ I I I I I I I I 0. 14. 28. 42. 56. 70. Time (sec) ABMW-6BR, PACKER TEST 1, 22-27 FT INTERVAL, SLUG OUT Data Set: S:\...\ABMW-6BR slugout.agt Date: 07/28/15 Time: 17:01:33 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 24, 2015 AQUIFER DATA Saturated Thickness: 70. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-6BR) Initial Displacement: 0.6057 ft Static Water Column Height: 46.38 ft Total Well Penetration Depth: 52.38 ft Screen Length: 5. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.01057 cm/sec y0 = 0.457 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 140. 280. 420. 560. 700. Time (sec) ABMW-07S, TEST 1, SLUG IN Data Set: S:\...\ABMW-07S slugin1.agt Date: 07/29/15 Time: 10:00:28 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 9, 2015 AQUIFER DATA Saturated Thickness: 2.46 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-07S) Initial Displacement: 1.247 ft Static Water Column Height: 6.57 ft Total Well Penetration Depth: 6.57 ft Screen Length: 6.57 ft Casing Radius: 0.083 ft Well Radius: 0.083 ft Gravel Pack Porosity: 0.33 SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.0001387 cm/sec y0 = 0.4195 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 160. 320. 480. 640. 800. Time (sec) ABMW-07S, TEST 2, SLUG IN Data Set: S:\...\ABMW-07S slugin2.agt Date: 07/29/15 Time: 10:00:08 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 9, 2015 AQUIFER DATA Saturated Thickness: 2.46 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-07S) Initial Displacement: 1.12 ft Static Water Column Height: 6.57 ft Total Well Penetration Depth: 6.57 ft Screen Length: 6.57 ft Casing Radius: 0.083 ft Well Radius: 0.083 ft Gravel Pack Porosity: 0.33 SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 7.155E-5 cm/sec y0 = 0.3685 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 120. 240. 360. 480. 600. Time (sec) ABMW-07S, TEST 1, SLUG OUT Data Set: S:\...\ABMW-07S slugout1.agt Date: 07/29/15 Time: 09:59:37 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 9, 2015 AQUIFER DATA Saturated Thickness: 2.46 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-07S) Initial Displacement: 1.899 ft Static Water Column Height: 6.57 ft Total Well Penetration Depth: 6.57 ft Screen Length: 6.57 ft Casing Radius: 0.083 ft Well Radius: 0.083 ft Gravel Pack Porosity: 0.33 SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 8.23E-5 cm/sec y0 = 0.4721 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 140. 280. 420. 560. 700. Time (sec) ABMW-07S, TEST 2, SLUG OUT Data Set: S:\...\ABMW-07S slugout2.agt Date: 07/29/15 Time: 09:59:04 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 9, 2015 AQUIFER DATA Saturated Thickness: 2.46 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-07S) Initial Displacement: 1.515 ft Static Water Column Height: 6.57 ft Total Well Penetration Depth: 6.57 ft Screen Length: 6.57 ft Casing Radius: 0.083 ft Well Radius: 0.083 ft Gravel Pack Porosity: 0.33 SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.000109 cm/sec y0 = 0.4284 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 800. 1.6E+3 2.4E+3 3.2E+3 4.0E+3 Time (sec) ABMW-08, TEST 1, SLUG OUT Data Set: S:\...\ABMW-08 slugout1.agt Date: 07/29/15 Time: 09:38:59 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 17.47 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-08) Initial Displacement: 1.756 ft Static Water Column Height: 18.3 ft Total Well Penetration Depth: 20.79 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 9.688E-6 cm/sec y0 = 1.368 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0.01 0.001 1.0E-4 L 0. 80. 160. 240. 320. 400. Time (sec) CB -01D, TEST 1, SLUG IN Data Set: S:\...\CB-01D slugin1.agt Date: 07/20/15 Time: 17:24:00 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 18.8 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB -01 D) Initial Displacement: 1.869 ft Static Water Column Height: 21. ft Total Well Penetration Depth: 21. ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0005224 cm/sec y0 = 1.689 ft 1. N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 0. 40. 80. 120. 160. 200. Time (sec) CB -01 D, TEST 2, SLUG IN Data Set: S:\...\CB-01 Dslugin2.agt Date: 07/20/15 Time: 17:31:07 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 18.8 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB -01 D) Initial Displacement: 1.959 ft Static Water Column Height: 21. ft Total Well Penetration Depth: 21. ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.000496 cm/sec y0 = 1.694 ft 1. N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 0. 60. 120. 180. 240. 300. Time (sec) CB -01D, TEST 1, SLUG OUT Data Set: S:\...\CB-01 Dslugout1.agt Date: 07/20/15 Time: 17:33:16 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 18.8 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB -01 D) Initial Displacement: 1.714 ft Static Water Column Height: 21. ft Total Well Penetration Depth: 21. ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0004963 cm/sec y0 = 1.7 ft 1. N 0 r m a I i z e d H 0.1 e a 0.01 0. 60. 120. 180. 240. 300. Time (sec) CB -01 D, TEST 2, SLUG OUT Data Set: S:\...\CB-01 Dslugout2.agt Date: 07/20/15 Time: 17:35:20 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 18.8 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB -01 D) Initial Displacement: 1.889 ft Static Water Column Height: 21. ft Total Well Penetration Depth: 21. ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0004683 cm/sec y0 = 1.714 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0. 160. 320. 480. 640. 800. Time (sec) CB-08BR, TEST 1, SLUG OUT Data Set: S:\...\CB-08BR slugout1.agt Date: 07/23/15 Time: 08:33:19 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 57.3 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB-08BR) Initial Displacement: 2.288 ft Static Water Column Height: 50.72 ft Total Well Penetration Depth: 50.72 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 2.415E-5 cm/sec y0 = 2.2 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 40. 80. 120. 160. 200. Time (sec) CB-09BR, TEST 1, SLUG OUT Data Set: S:\...\CB-09BR slugout1.agt Date: 07/23/15 Time: 08:33:33 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 22.85 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB-09BR) Initial Displacement: 2.398 ft Static Water Column Height: 49.35 ft Total Well Penetration Depth: 52.31 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0006637 cm/sec y0 = 2.409 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 1 0 20. 40. 60. 80. 100. Time (sec) CB-09BR, TEST 2, SLUG OUT Data Set: S:\...\CB-09BR slugout2.agt Date: 07/23/15 Time: 08:37:45 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 22.85 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB-09BR) Initial Displacement: 2.083 ft Static Water Column Height: 49.35 ft Total Well Penetration Depth: 52.31 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0007554 cm/sec y0 = 2.209 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 �o 0. 20. 40. 60. 80. 100. Time (sec) CB-09BR, TEST 3, SLUG OUT Data Set: S:\...\CB-09BR slugout3.agt Date: 07/23/15 Time: 08:36:53 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 22.85 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB-09BR) Initial Displacement: 2.123 ft Static Water Column Height: 49.35 ft Total Well Penetration Depth: 52.31 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.000801 cm/sec y0 = 2.177 ft 1. N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) CB-09SL, TEST 1, SLUG IN Data Set: S:\...\CB-09SL slugin1.agt Date: 07/20/15 Time: 17:45:33 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 6, 2015 AQUIFER DATA Saturated Thickness: 28.25 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB-09SL) Initial Displacement: 2.26 ft Static Water Column Height: 29.09 ft Total Well Penetration Depth: 32.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001183 cm/sec y0 = 1.701 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 N 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) CB-09SL, TEST 2, SLUG IN Data Set: S:\...\CB-09SL slugin2.agt Date: 07/20/15 Time: 17:47:25 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 6, 2015 AQUIFER DATA Saturated Thickness: 28.25 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB-09SL) Initial Displacement: 2.195 ft Static Water Column Height: 29.09 ft Total Well Penetration Depth: 32.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 8.32E-5 cm/sec y0 = 1.698 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) CB-09SL, TEST 1, SLUG OUT Data Set: S:\...\CB-09SL slugout1.agt Date: 07/20/15 Time: 17:49:38 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 6, 2015 AQUIFER DATA Saturated Thickness: 28.25 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB-09SL) Initial Displacement: 1.848 ft Static Water Column Height: 29.09 ft Total Well Penetration Depth: 32.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 7.155E-5 cm/sec y0 = 1.689 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) CB-09SL, TEST 2, SLUG OUT Data Set: S:\...\CB-09SL slugout2.agt Date: 07/20/15 Time: 17:51:55 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 6, 2015 AQUIFER DATA Saturated Thickness: 28.25 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (CB-09SL) Initial Displacement: 1.913 ft Static Water Column Height: 29.09 ft Total Well Penetration Depth: 32.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 7.238E-5 cm/sec y0 = 1.714 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0. 600. 1.2E+3 1.8E+3 2.4E+3 3.0E+3 Time (sec) GW -01 BR, TEST 1, SLUG OUT Data Set: S:\...\GW-01 BR slugout1.agt Date: 07/23/15 Time: 10:06:51 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 31.44 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (GW -01 BR) Initial Displacement: 2.424 ft Static Water Column Height: 53.7 ft Total Well Penetration Depth: 57.08 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 1.558E-6 cm/sec y0 = 2.275 ft N 0 r m 0.1 a z e 0.01 d e a 0.001 d f t1.0E-4 f t 1.01E-5 1 1 1 1 1 1 1 1 I 1 1 1 111 0. 10. 20. 30 Time (sec) 40. 50. GW -01 D, TEST 1, SLUG IN Data Set: S:\...\GW-01 Dslugin1.agt Date: 07/21/15 Time: 10:40:49 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 9, 2015 AQUIFER DATA Saturated Thickness: 27.54 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (GW -01 D) Initial Displacement: 1.224 ft Static Water Column Height: 26. ft Total Well Penetration Depth: 28.99 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.008337 cm/sec y0 = 1.627 ft N 0 r m a 0.1 i z e d H 0.01 e a d f 0.001 t f t 1 .OE -4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \1 0. 18. 36. 54 Time (sec) 72. 90. GW -01 D, TEST 2, SLUG IN Data Set: S:\...\GW-01 D slugin2.agt Date: 07/21/15 Time: 10:39:58 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 9, 2015 AQUIFER DATA Saturated Thickness: 27.54 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (GW -01 D) Initial Displacement: 1.597 ft Static Water Column Height: 26. ft Total Well Penetration Depth: 28.99 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.005776 cm/sec y0 = 1.145 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0.01 0.001 1.0E-4 L 0. 18. 36. 54 Time (sec) 72. 90. GW -01 D, TEST 1, SLUG OUT Data Set: S:\...\GW-01 D slugout1.agt Date: 07/21/15 Time: 10:42:39 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 9, 2015 AQUIFER DATA Saturated Thickness: 27.54 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (GW -01 D) Initial Displacement: 1.403 ft Static Water Column Height: 26. ft Total Well Penetration Depth: 28.99 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.006438 cm/sec y0 = 1.694 ft N 0 r m 0.1 a z e 0.01 d e a 0.001 d f t1.0E-4 f t 1.01E-5 1 1 1 1 1 1 1 I 11 1 1 1 111 0. 40. 80. 120 Time (sec) 160. 200. GW -01 D, TEST 2, SLUG OUT Data Set: S:\...\GW-01 Dslugout2.agt Date: 07/21/15 Time: 10:44:14 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 9, 2015 AQUIFER DATA Saturated Thickness: 27.54 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (GW -01 D) Initial Displacement: 1.403 ft Static Water Column Height: 26. ft Total Well Penetration Depth: 28.99 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.006569 cm/sec y0 = 1.741 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 1.2E+3 2.4E+3 3.6E+3 4.8E+3 6.0E+3 Time (sec) MW -01 BR, TEST 1, SLUG OUT Data Set: S:\...\MW-01 BR slugout1.agt Date: 07/23/15 Time: 08:53:16 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 27.1 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -01 BR) Initial Displacement: 2.33 ft Static Water Column Height: 46.62 ft Total Well Penetration Depth: 49.67 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 3.442E-6 cm/sec y0 = 2.216 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 200. 400. 600. 800. 1000. Time (sec) MW -01D, TEST 1, SLUG OUT Data Set: S:\...\MW-01 D slugout1.agt Date: 07/23/15 Time: 09:02:06 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 17.21 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -01 D) Initial Displacement: 2.248 ft Static Water Column Height: 13.98 ft Total Well Penetration Depth: 17.21 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 3.62E-5 cm/sec y0 = 1.969 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 160. 320. 480. 640. 800. Time (sec) MW -01 D, TEST 2, SLUG OUT Data Set: S:\...\MW-01 D slugout2.agt Date: 07/23/15 Time: 09:02:44 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 17.21 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -01 D) Initial Displacement: 1.851 ft Static Water Column Height: 13.98 ft Total Well Penetration Depth: 17.21 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 7.035E-5 cm/sec y0 = 1.787 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0. 140. 280. 420. 560. 700. Time (sec) MW-2BR, PACKER TEST 1, 72-77 FT INTERVAL, SLUG IN Data Set: S:\...\MW-2BR slugin.agt Date: 07/22/15 Time: 10:39:11 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 24, 2015 AQUIFER DATA Saturated Thickness: 52.5 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-2BR) Initial Displacement: 1.27 ft Static Water Column Height: 50.12 ft Total Well Penetration Depth: 56.12 ft Screen Length: 5. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.001564 cm/sec y0 = 0.9764 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0. 1000. 2.0E+3 3.0E+3 4.0E+3 5.0E+3 Time (sec) MW-2BR, PACKER TEST 1, 72-77 FT INTERVAL, SLUG OUT Data Set: S:\...\MW-2BR slugout.agt Date: 07/22/15 Time: 10:42:31 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 24, 2015 AQUIFER DATA Saturated Thickness: 52.5 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-2BR) Initial Displacement: 0.8569 ft Static Water Column Height: 50.12 ft Total Well Penetration Depth: 56.12 ft Screen Length: 5. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0001484 cm/sec y0 = 0.7949 ft 1. N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 0. 60. 120. 180. 240. 300. Time (sec) MW -04D, TEST 1, SLUG IN Data Set: S:\...\MW-04D slugin1.agt Date: 07/21/15 Time: 10:50:13 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 7, 2015 AQUIFER DATA Saturated Thickness: 30.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (GW -01 D) Initial Displacement: 1.781 ft Static Water Column Height: 31.39 ft Total Well Penetration Depth: 34.54 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0006411 cm/sec y0 = 1.631 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 60. 120. 180. 240. 300. Time (sec) MW -04D, TEST 2, SLUG IN Data Set: S:\...\MW-04D slugin2.agt Date: 07/21/15 Time: 10:51:55 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 7, 2015 AQUIFER DATA Saturated Thickness: 30.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (GW -01 D) Initial Displacement: 1.917 ft Static Water Column Height: 31.39 ft Total Well Penetration Depth: 34.54 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0005382 cm/sec y0 = 1.626 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 80. 160. 240. 320. 400. Time (sec) MW -04D, TEST 1, SLUG OUT Data Set: S:\...\MW-04D slugout1.agt Date: 07/21/15 Time: 10:55:12 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 7, 2015 AQUIFER DATA Saturated Thickness: 30.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (GW -01 D) Initial Displacement: 1.787 ft Static Water Column Height: 31.39 ft Total Well Penetration Depth: 34.54 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0004058 cm/sec y0 = 1.663 ft 1. N 0 r m a I i z e d H 0.1 e a 0.01 0. 80. 160. 240. 320. 400. Time (sec) MW -04D, TEST 2, SLUG OUT Data Set: S:\...\MW-04D slugout2.agt Date: 07/21/15 Time: 10:58:15 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 7, 2015 AQUIFER DATA Saturated Thickness: 30.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (GW -01 D) Initial Displacement: 1.717 ft Static Water Column Height: 31.39 ft Total Well Penetration Depth: 34.54 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0004863 cm/sec y0 = 1.635 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 160. 320. 480. 640. 800. Time (sec) MW -05D, TEST 2, SLUG IN Data Set: S:\...\MW-05D slugin2.agt Date: 07/29/15 Time: 08:45:04 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 10, 2015 AQUIFER DATA Saturated Thickness: 7. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -05D) Initial Displacement: 1.23 ft Static Water Column Height: 6.99 ft Total Well Penetration Depth: 10. ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft Gravel Pack Porosity: 0.33 SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 8.831 E-5 cm/sec y0 = 0.6637 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 100. 200. 300. 400. 500. Time (sec) MW -05D, TEST 1, SLUG OUT Data Set: S:\...\MW-05D slugout1.agt Date: 07/29/15 Time: 08:46:14 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 10, 2015 AQUIFER DATA Saturated Thickness: 7. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -05D) Initial Displacement: 1.615 ft Static Water Column Height: 6.99 ft Total Well Penetration Depth: 10. ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft Gravel Pack Porosity: 0.33 SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.0001366 cm/sec y0 = 0.7277 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 100. 200. 300. 400. 500. Time (sec) MW -05D, TEST 2, SLUG OUT Data Set: S:\...\MW-05D slugout2.agt Date: 07/29/15 Time: 08:49:22 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 10, 2015 AQUIFER DATA Saturated Thickness: 7. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -05D) Initial Displacement: 1.869 ft Static Water Column Height: 6.99 ft Total Well Penetration Depth: 10. ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft Gravel Pack Porosity: 0.33 SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.0001404 cm/sec y0 = 0.7459 ft N 0 r m a I i z e d H 0.1 e a d ( f t f t rONEW 0. 14. 28. 42. 56. 70. Time (sec) MW-5BR, PACKER TEST 2,39-46 FT INTERVAL, SLUG IN 1 Data Set: S:\...\MW-5BR slugin1 39-46.agt Date: 07/29/15 Time: 08:39:55 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: April 26, 2015 AQUIFER DATA Saturated Thickness: 20. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-5BR) Initial Displacement: 0.8023 ft Static Water Column Height: 26.04 ft Total Well Penetration Depth: 32.04 ft Screen Length: 7. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0406 cm/sec y0 = 0.9008 ft N 0 r m a I i z e d H e a d ( f t f t 0. 40. 80. 120 Time (sec) 160. 200. MW-5BR, PACKER TEST 2,39-46 FT INTERVAL, SLUG IN 2 Data Set: S:\...\MW-5BR slugin2 39-46.agt Date: 07/29/15 Time: 08:41:23 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: April 26, 2015 AQUIFER DATA Saturated Thickness: 20. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-5BR) Initial Displacement: 0.8781 ft Static Water Column Height: 26.04 ft Total Well Penetration Depth: 32.04 ft Screen Length: 7. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.03399 cm/sec y0 = 0.6796 ft N 0 r m a 0.1 i z e d H 0.01 e a d f 0.001 t f t 1.0E-4 0 °B Data Set: S:\...\MW-5BR slugout1 a e e o 80. 160. 240. 320. 400. Time (sec) MW-5BR, PACKER TEST 2, 39-46 FT INTERVAL, SLUG OUT 1 Data Set: S:\...\MW-5BR slugout1 39-46.agt Date: 07/29/15 Time: 08:42:13 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: April 26, 2015 AQUIFER DATA Saturated Thickness: 20. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-5BR) Initial Displacement: 0.6921 ft Static Water Column Height: 26.04 ft Total Well Penetration Depth: 32.04 ft Screen Length: 7. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.05804 cm/sec y0 = 0.6783 ft N 0 r m a I i z e d H 0.1 e a d ( f t f t reTatir 0. 80. 160. 240 Time (sec) 320. 400. MW-5BR, PACKER TEST 2, 39-46 FT INTERVAL, SLUG OUT 2 Data Set: S:\...\MW-5BR slugout2 39-46.agt Date: 07/29/15 Time: 08:43:03 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: April 26, 2015 AQUIFER DATA Saturated Thickness: 20. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-5BR) Initial Displacement: 0.7985 ft Static Water Column Height: 26.04 ft Total Well Penetration Depth: 32.04 ft Screen Length: 7. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.04745 cm/sec y0 = 0.6113 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0.01 0. 60. 120. 180 Time (sec) 240. 300. MW -06D, TEST 1, SLUG IN Data Set: S:\...\MW-06D slugin1.agt Date: 07/28/15 Time: 21:15:17 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 26.81 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -06D) Initial Displacement: 1.126 ft Static Water Column Height: 26.28 ft Total Well Penetration Depth: 29.56 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.01198 cm/sec y0 = 0.9841 ft 1. N 0 r m a I i z e d H 0.1 e a d ( f t ) 0.01 0. 120. 240. 360. 480. 600. Time (sec) MW -06D, TEST 2, SLUG IN Data Set: S:\...\MW-06D slugin2.agt Date: 07/28/15 Time: 21:14:55 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 26.81 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -06D) Initial Displacement: 1.079 ft Static Water Column Height: 26.28 ft Total Well Penetration Depth: 29.56 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.008565 cm/sec y0 = 0.6359 ft N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 0. 40. 80. 120. 160. 200. Time (sec) MW -06D, TEST 1, SLUG OUT Data Set: S:\...\MW-06D slugout1.agt Date: 07/28/15 Time: 21:14:08 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 26.81 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -06D) Initial Displacement: 0.9307 ft Static Water Column Height: 26.28 ft Total Well Penetration Depth: 29.56 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.01173 cm/sec y0 = 0.7211 ft N 0 r m a I i z e d H 0.1 e a d ( f t / f t 0.01 e e �e aoo 9 0. 80. 160. 240. 320. 400. Time (sec) MW -06D, TEST 2, SLUG OUT Data Set: S:\...\MW-06D slugout2.agt Date: 07/28/15 Time: 21:13:45 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 26.81 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -06D) Initial Displacement: 0.948 ft Static Water Column Height: 26.28 ft Total Well Penetration Depth: 29.56 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.01334 cm/sec y0 = 0.7603 ft 1. 0.1 0.01 o� �o J �0° Op ti 0. 40. 80. 120. 160 Time (sec) 200. MW -06S, TEST 1, SLUG IN Data Set: S:\...\MW-06S slugin1.agt Date: 07/28/15 Time: 20:39:22 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 20.41 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -06S) Initial Displacement: 1.286 ft Static Water Column Height: 16.16 ft Total Well Penetration Depth: 19.43 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001985 cm/sec y0 = 0.7349 ft 1. 0.1 0.01 e��Oo��ogg��a e m 0. 160. 320. 480 Time (sec) 640. 800. MW -06S, TEST 2, SLUG IN Data Set: S:\...\MW-06S slugin2.agt Date: 07/28/15 Time: 20:37:56 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 20.41 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -06S) Initial Displacement: 1.392 ft Static Water Column Height: 16.16 ft Total Well Penetration Depth: 19.43 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001307 cm/sec y0 = 0.5529 ft 1. 0.1 0.01 ®g 06'POd ° 80. 160. 240. 320. 400. Time (sec) MW -06S, TEST 1, SLUG OUT Data Set: S:\...\MW-06S slugout1.agt Date: 07/28/15 Time: 20:36:04 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 20.41 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -06S) Initial Displacement: 1.25 ft Static Water Column Height: 16.16 ft Total Well Penetration Depth: 19.43 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.002627 cm/sec y0 = 1.226 ft 1. 0.1 0.01 m� p� a P� 0ea ° 60. 120. 180. 240. 300. Time (sec) MW -06S, TEST 2, SLUG OUT Data Set: S:\...\MW-06S slugout2.agt Date: 07/28/15 Time: 20:37:14 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 20.41 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -06S) Initial Displacement: 1.262 ft Static Water Column Height: 16.16 ft Total Well Penetration Depth: 19.43 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.002161 cm/sec y0 = 0.9995 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 60. 120. 180. 240. 300. Time (sec) MW -08S, TEST 1, SLUG IN Data Set: S:\...\MW-08S slugin1.agt Date: 07/21/15 Time: 13:59:50 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 32.89 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -08S) Initial Displacement: 1.941 ft Static Water Column Height: 30.8 ft Total Well Penetration Depth: 30.69 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 8.023E-5 cm/sec y0 = 1.628 ft 1. 0.1 120. 240. 360. 480. 600. Time (sec) MW -085, TEST 2, SLUG IN Data Set: S:\...\MW-08S slugin2.agt Date: 07/28/15 Time: 20:43:02 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 32.89 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -08S) Initial Displacement: 2.4 ft Static Water Column Height: 30.8 ft Total Well Penetration Depth: 30.69 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 2.444E-5 cm/sec y0 = 1.357 ft N 0 r m a I i z e d H e a d 1 0.1 0. 60. 120. 180. 240. 300. Time (sec) MW -08S, TEST 1, SLUG OUT Data Set: S:\...\MW-08S slugout1.agt Date: 07/21/15 Time: 14:03:29 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 32.89 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -08S) Initial Displacement: 2.113 ft Static Water Column Height: 30.8 ft Total Well Penetration Depth: 30.69 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 5.11 E-5 cm/sec y0 = 1.656 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 80. 160. 240. 320. 400. Time (sec) MW -08S, TEST 2, SLUG OUT Data Set: S:\...\MW-08S slugout2.agt Date: 07/21/15 Time: 14:06:35 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 32.89 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -08S) Initial Displacement: 1.677 ft Static Water Column Height: 30.8 ft Total Well Penetration Depth: 30.69 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 5.92E-5 cm/sec y0 = 1.59 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 200. 400. 600. 800. 1000. Time (sec) MW-09BR, TEST 1, SLUG OUT Data Set: S:\...\MW-09BR slugout1.agt Date: 07/23/15 Time: 10:07:25 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 19.92 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-09BR) Initial Displacement: 1.789 ft Static Water Column Height: 34. ft Total Well Penetration Depth: 37.21 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 2.955E-5 cm/sec y0 = 1.759 ft N 0 r m a I i z e d H e a d 1 0.1 0. 160. 320. 480. 640. 800. Time (sec) MW-09BR, TEST 2, SLUG OUT Data Set: S:\...\MW-09BR slugout2.agt Date: 07/23/15 Time: 10:05:06 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 19.92 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-09BR) Initial Displacement: 2.336 ft Static Water Column Height: 34. ft Total Well Penetration Depth: 37.21 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 2.843E-5 cm/sec y0 = 2.228 ft 1. N 0 r m a I i z e d H 0.1 e a 0.01 0. 120. 240. 360. 480. 600. Time (sec) MW -09D, TEST 1, SLUG IN Data Set: S:\...\MW-09D slugin1.agt Date: 07/21/15 Time: 12:37:13 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 7, 2015 AQUIFER DATA Saturated Thickness: 20.02 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -09D) Initial Displacement: 2.154 ft Static Water Column Height: 19.59 ft Total Well Penetration Depth: 22.86 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001838 cm/sec y0 = 1.572 ft 1. N 0 r m a I i z e d H 0.1 e a 0.01 0. 120. 240. 360. 480. 600. Time (sec) MW -09D, TEST 2, SLUG IN Data Set: S:\...\MW-09D slugin2.agt Date: 07/21/15 Time: 12:41:12 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 7, 2015 AQUIFER DATA Saturated Thickness: 20.02 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -09D) Initial Displacement: 2.039 ft Static Water Column Height: 19.59 ft Total Well Penetration Depth: 22.86 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001756 cm/sec y0 = 1.568 ft N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 0. 200. 400. 600. 800. 1000. Time (sec) MW -09D, TEST 1, SLUG OUT Data Set: S:\...\MW-09D slugout1.agt Date: 07/21/15 Time: 12:43:09 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 7, 2015 AQUIFER DATA Saturated Thickness: 20.02 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -09D) Initial Displacement: 1.611 ft Static Water Column Height: 19.59 ft Total Well Penetration Depth: 22.86 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001531 cm/sec y0 = 1.593 ft 1. N 0 r m a I i z e d H 0.1 e a 0.01 0. 200. 400. 600. 800. 1000. Time (sec) MW -09D, TEST 2, SLUG OUT Data Set: S:\...\MW-09D slugout2.agt Date: 07/21/15 Time: 12:45:01 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 7, 2015 AQUIFER DATA Saturated Thickness: 20.02 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -09D) Initial Displacement: 1.625 ft Static Water Column Height: 19.59 ft Total Well Penetration Depth: 22.86 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001579 cm/sec y0 = 1.592 ft N 0 m a I i z e d H e a d 1. 0.1 0. 100. 200. 300. 400. 500. Time (sec) MW -11 D, TEST 1, SLUG IN Data Set: S:\...\MW-11 Dslugin1.agt Date: 07/21/15 Time: 13:05:27 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 102 6.102.1.7 Location: Arden, NC Test Date: May 6, 2015 AQUIFER DATA Saturated Thickness: 25.62 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -11D) Initial Displacement: 2.165 ft Static Water Column Height: 22.2 ft Total Well Penetration Depth: 24.98 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001062 cm/sec y0 = 1.645 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW -11 D, TEST 1, SLUG OUT Data Set: S:\...\MW-11 D slugout1.agt Date: 07/28/15 Time: 21:17:55 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 6, 2015 AQUIFER DATA Saturated Thickness: 25.62 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -11 D) Initial Displacement: 1.852 ft Static Water Column Height: 22.2 ft Total Well Penetration Depth: 24.98 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 6.143E-5 cm/sec y0 = 1.723 ft N 0 r m a I i z e d ( f t f t 0.1 rNTatir 0. 180. 360. 540 Time (sec) 720. 900. MW-12BR, PACKER TEST 1, 94-104 FT INTERVAL, SLUG IN Data Set: S:\...\MW-12BR slugin1.agt Date: 07/21/15 Time: 17:04:47 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 19, 2015 AQUIFER DATA Saturated Thickness: 56.25 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-12BR) Initial Displacement: 0.8716 ft Static Water Column Height: 56.25 ft Total Well Penetration Depth: 62.25 ft Screen Length: 10. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0005266 cm/sec y0 = 0.7823 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 200. 400. 600. 800. 1000. Time (sec) MW-12BR, PACKER TEST 1, 94-104 FT INTERVAL, SLUG OUT Data Set: S:\...\MW-12BR slugout1.agt Date: 07/29/15 Time: 08:50:58 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 19, 2015 AQUIFER DATA Saturated Thickness: 56.25 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-12BR) Initial Displacement: 1.205 ft Static Water Column Height: 56.25 ft Total Well Penetration Depth: 62.25 ft Screen Length: 10. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0002997 cm/sec y0 = 1.161 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 160. 320. 480. 640. 800. Time (sec) MW -12D, TEST 1, SLUG IN Data Set: S:\...\MW-12D slugin1.agt Date: 07/21/15 Time: 13:15:58 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 21.73 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -12D) Initial Displacement: 1.893 ft Static Water Column Height: 21.76 ft Total Well Penetration Depth: 24.83 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K =0.0001011 -cm/sec y0 = 1.671 ft N 0 m a I i z e d H e a d 1. 0.1 0. 200. 400. 600. 800. 1000. Time (sec) MW -12D, TEST 2, SLUG IN Data Set: S:\...\MW-12Dslugin2.agt Date: 07/21/15 Time: 13:18:37 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 102 6.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 21.73 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -12D) Initial Displacement: 1.803 ft Static Water Column Height: 21.76 ft Total Well Penetration Depth: 24.83 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 7.926E-5 cm/sec y0 = 1.704 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW -12D, TEST 1, SLUG OUT Data Set: S:\...\MW-12D slugout1.agt Date: 07/28/15 Time: 21:19:20 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 21.73 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -12D) Initial Displacement: 1.813 ft Static Water Column Height: 21.76 ft Total Well Penetration Depth: 24.83 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 5.035E-5 cm/sec y0 = 1.462 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW -12D, TEST 2, SLUG OUT Data Set: S:\...\MW-12D slugout2.agt Date: 07/29/15 Time: 09:29:40 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 4, 2015 AQUIFER DATA Saturated Thickness: 21.73 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -12D) Initial Displacement: 1.803 ft Static Water Column Height: 21.76 ft Total Well Penetration Depth: 24.83 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 4.602E-5 cm/sec y0 = 1.287 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 160. 320. 480. 640. 800. Time (sec) MW-13BR, PACKER TEST 1, 47-57 FT INTERVAL, SLUG OUT Data Set: S:\...\MW-13BR Packer slugout1.agt Date: 07/21/15 Time: 17:32:14 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: January 30, 2015 AQUIFER DATA Saturated Thickness: 17.44 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-13BR) Initial Displacement: 8.015 ft Static Water Column Height: 26.8 ft Total Well Penetration Depth: 32.05 ft Screen Length: 10. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0001819 cm/sec y0 = 7.276 ft N 0 r m a I i z e d H e a d f t f t 1. 0.1 0. 60. 120. 180. 240. 300. Time (sec) MW-13BR, TEST 1, SLUG IN Data Set: S:\...\MW-13BR slugin1.agt Date: 07/21/15 Time: 14:13:59 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 17.44 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-13BR) Initial Displacement: 1.958 ft Static Water Column Height: 29.24 ft Total Well Penetration Depth: 32.05 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0001546 cm/sec y0 = 1.625 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 60. 120. 180. 240. 300. Time (sec) MW-13BR, TEST 3, SLUG IN Data Set: S:\...\MW-13BR slugin3.agt Date: 07/23/15 Time: 10:22:11 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 17.44 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-13BR) Initial Displacement: 2.438 ft Static Water Column Height: 29.24 ft Total Well Penetration Depth: 32.05 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0001818 cm/sec y0 = 2.449 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 120. 240. 360. 480. 600. Time (sec) MW-13BR, TEST 2, SLUG OUT Data Set: S:\...\MW-13BR slugout2.agt Date: 07/23/15 Time: 10:24:43 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 17.44 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-13BR) Initial Displacement: 1.866 ft Static Water Column Height: 29.24 ft Total Well Penetration Depth: 32.05 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 7.284E-5 cm/sec y0 = 1.602 ft N 0 m a I i z e d H e a d 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW -13D, TEST 1, SLUG IN Data Set: S:\...\MW-13Dslugin1.agt Date: 07/29/15 Time: 09:30:02 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 102 6.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 14.64 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -13D) Initial Displacement: 1.698 ft Static Water Column Height: 12.95 ft Total Well Penetration Depth: 15.7 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 1.115E-5 cm/sec y0 = 1.035 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 60. 120. 180. 240. 300. Time (sec) MW -13D, TEST 1, SLUG OUT Data Set: S:\...\MW-13D slugout1.agt Date: 07/21/15 Time: 15:02:28 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 14.64 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -13D) Initial Displacement: 1.644 ft Static Water Column Height: 12.95 ft Total Well Penetration Depth: 15.7 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 6.313E-5 cm/sec y0 = 1.533 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 80. 160. 240. 320. 400. Time (sec) MW -13D, TEST 2, SLUG OUT Data Set: S:\...\MW-13D slugout2.agt Date: 07/21/15 Time: 15:02:02 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 14.64 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -13D) Initial Displacement: 1.632 ft Static Water Column Height: 12.95 ft Total Well Penetration Depth: 15.7 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 7.96E-5 cm/sec y0 = 1.538 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW-14BR, TEST 1, SLUG IN Data Set: S:\...\MW-14BR slugin1.agt Date: 07/22/15 Time: 16:38:47 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 17.38 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-14BR) Initial Displacement: 1.85 ft Static Water Column Height: 9.55 ft Total Well Penetration Depth: 9.53 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 2.65E-5 cm/sec y0 = 1.463 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0. 600. 1.2E+3 1.8E+3 2.4E+3 3.0E+3 Time (sec) MW-14BR, TEST 1, SLUG OUT Data Set: S:\...\MW-14BR slugout1.agt Date: 07/22/15 Time: 16:39:29 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 17.38 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-14BR) Initial Displacement: 1.873 ft Static Water Column Height: 9.55 ft Total Well Penetration Depth: 9.53 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 1.15E-5 cm/sec y0 = 1.441 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 20. 40. 60. 80. 100. Time (sec) MW -15A, TEST 1, SLUG IN Data Set: S:\...\MW-15A slugin1.agt Date: 07/21/15 Time: 14:49:07 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 5.73 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -15A) Initial Displacement: 1.64 ft Static Water Column Height: 1.66 ft Total Well Penetration Depth: 5. ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft Gravel Pack Porosity: 0.33 SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.0006279 cm/sec y0 = 1.348 ft N 0 r m a I i z e d H e a d ( f f t 1. 0.1 0. 20. 40. 60. 80. 100. Time (sec) MW -15A, TEST 2, SLUG IN Data Set: S:\...\MW-15A slugin2.agt Date: 07/21/15 Time: 14:59:20 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 5.73 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -15A) Initial Displacement: 2.103 ft Static Water Column Height: 1.66 ft Total Well Penetration Depth: 5. ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft Gravel Pack Porosity: 0.33 SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.000498 cm/sec y0 = 1.376 ft 1. N 0 r m a I i z e d H e a d ( f t f t 0.1 1 0 18. 36. 54. 72. 90. Time (sec) MW -15A, TEST 2, SLUG OUT Data Set: S:\...\MW-15A slugout2.agt Date: 07/21/15 Time: 14:47:57 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 5.73 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -15A) Initial Displacement: 1.366 ft Static Water Column Height: 1.66 ft Total Well Penetration Depth: 5. ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft Gravel Pack Porosity: 0.33 SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.0003641 cm/sec y0 = 1.276 ft 1. MW -15A, TEST 3, SLUG OUT N 0 Time: 14:50:43 r e. m a I i z e d H AQUIFER DATA e Anisotropy Ratio (Kz/Kr): 1. a WELL DATA (MW -15A) d Static Water Column Height: 1.66 ft ( f t f t 0.1 1 0 14. 28. 42. 56. 70. Time (sec) MW -15A, TEST 3, SLUG OUT Data Set: S:\...\MW-15A slugout3.agt Date: 07/21/15 Time: 14:50:43 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 21, 2015 AQUIFER DATA Saturated Thickness: 5.73 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -15A) Initial Displacement: 1.797 ft Static Water Column Height: 1.66 ft Total Well Penetration Depth: 5. ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft Gravel Pack Porosity: 0.33 SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.0004753 cm/sec y0 = 1.296 ft N 0 r m a I i z e d e a d f t f t 1. 0.1 °oe '4 ° moro a a o �o m°° • oa> ° �, ° ° so ° °� �a°°° g o.< 0. 160. 320. 480. 640. 800. Time (sec) MW-15BR, PACKER TEST 1, 102-117 FT INTERVAL, SLUG IN Data Set: S:\...\MW-15BR slugin1.agt Date: 07/29/15 Time: 08:52:27 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: February 10, 2015 AQUIFER DATA Saturated Thickness: 69. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-15BR) Initial Displacement: 0.9186 ft Static Water Column Height: 109.6 ft Total Well Penetration Depth: 120.6 ft Screen Length: 15. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.000754 cm/sec y0 = 0.6443 ft N 0 r m a I i z e d H e a d f t f t 1. 0.1 0. 180. 360. 540. 720. 900. Time (sec) MW-15BR, PACKER TEST 1, 102-117 FT INTERVAL, SLUG OUT Data Set: S:\...\MW-15BR slugout1.agt Date: 07/29/15 Time: 08:52:52 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: February 10, 2015 AQUIFER DATA Saturated Thickness: 69. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-15BR) Initial Displacement: 0.9271 ft Static Water Column Height: 109.6 ft Total Well Penetration Depth: 120.6 ft Screen Length: 15. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0009745 cm/sec y0 = 0.824 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 40. 80. 120. 160. 200. Time (sec) MW -15D, TEST 1, SLUG OUT Data Set: S:\...\MW-15D slugout1.agt Date: 07/21/15 Time: 15:17:02 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 43.7 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -15D) Initial Displacement: 1.054 ft Static Water Column Height: 44.4 ft Total Well Penetration Depth: 47.33 ft Screen Length: 15. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 9.862E-5 cm/sec y0 = 0.9903 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 40. 80. 120. 160. 200. Time (sec) MW -15D, TEST 2, SLUG OUT Data Set: S:\...\MW-15D slugout2.agt Date: 07/21/15 Time: 15:18:34 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 43.7 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -15D) Initial Displacement: 2.187 ft Static Water Column Height: 44.4 ft Total Well Penetration Depth: 47.33 ft Screen Length: 15. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001385 cm/sec y0 = 1.298 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 40. 80. 120. 160. 200. Time (sec) MW -15D, TEST 3, SLUG OUT Data Set: S:\...\MW-15D slugout3.agt Date: 07/21/15 Time: 15:20:17 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 43.7 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -15D) Initial Displacement: 1.336 ft Static Water Column Height: 44.4 ft Total Well Penetration Depth: 47.33 ft Screen Length: 15. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001252 cm/sec y0 = 1.301 ft 1. MW -16A, TEST 1, SLUG IN Data Set: S:\...\MW-16A slugin1.agt N Date: 07/29/15 0 r Company: SynTerra m Client: DEP Asheville a I ° i z D e Test Date: March 20, 2015 d ( t / f t 0.1 0.01 1 0 8. 16. 24. 32. 40. Time (sec) MW -16A, TEST 1, SLUG IN Data Set: S:\...\MW-16A slugin1.agt Date: 07/29/15 Time: 09:10:42 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 6.15 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -16A) Initial Displacement: 1.472 ft Static Water Column Height: 6.25 ft Total Well Penetration Depth: 9.37 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.00581 cm/sec y0 = 1.272 ft N 0 r m a I i z e d ( f t f t 0.1 0.01 1 0 a° MW -16A, TEST 2, SLUG IN Data Set: S:\...\MW-16A slugin2.agt , a 8. 16. 24. 32. 40. Time (sec) MW -16A, TEST 2, SLUG IN Data Set: S:\...\MW-16A slugin2.agt Date: 07/29/15 Time: 09:10:19 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 6.15 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -16A) Initial Displacement: 1.334 ft Static Water Column Height: 6.25 ft Total Well Penetration Depth: 9.37 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.006796 cm/sec y0 = 1.369 ft 1. MW -16A, TEST 3, SLUG IN N 0 Time: 09:09:16 r PROJECT INFORMATION m a I ° i z e d H 0.1 AQUIFER DATA e Anisotropy Ratio (Kz/Kr): 1. a WELL DATA (MW -16A) d Static Water Column Height: 6.25 ft ( f t f t 0.01 1 0 8. 16. 24. 32. 40. Time (sec) MW -16A, TEST 3, SLUG IN Data Set: S:\...\MW-16A slugin3.agt Date: 07/29/15 Time: 09:09:16 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 6.15 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -16A) Initial Displacement: 1.542 ft Static Water Column Height: 6.25 ft Total Well Penetration Depth: 9.37 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.008394 cm/sec y0 = 1.718 ft 1. MW -16A, TEST 5, SLUG IN Data Set: S:\...\MW-16A slugin5.agt N Date: 07/29/15 0 r Company: SynTerra m ° a I Project: 1026.102.1.7 i z Location: Arden, NC e Test Date: March 20, 2015 d ( f t f t 0.1 0.01 1 0 00 0 ea ` o00 10. 20. 30. 40 Time (sec) 50. MW -16A, TEST 5, SLUG IN Data Set: S:\...\MW-16A slugin5.agt Date: 07/29/15 Time: 09:08:04 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 6.15 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -16A) Initial Displacement: 1.715 ft Static Water Column Height: 6.25 ft Total Well Penetration Depth: 9.37 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.00908 cm/sec y0 = 1.86 ft 1. MW -16A, TEST 7, SLUG IN N 0 Time: 09:07:10 r PROJECT INFORMATION m a I i z e d H 0.1 AQUIFER DATA e Anisotropy Ratio (Kz/Kr): 1. a ° d Static Water Column Height: 6.25 ft f t f t 0.01 1 0 6. 12. 18. 24. 30. Time (sec) MW -16A, TEST 7, SLUG IN Data Set: S:\...\MW-16A slugin7.agt Date: 07/29/15 Time: 09:07:10 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 6.15 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -16A) Initial Displacement: 1.537 ft Static Water Column Height: 6.25 ft Total Well Penetration Depth: 9.37 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.008803 cm/sec y0 = 1.469 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 1 0 8. 16. 24. 32. 40. Time (sec) MW -16A, TEST 1, SLUG OUT Data Set: S:\...\MW-16A slugout1.agt Date: 07/29/15 Time: 09:05:44 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 6.15 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -16A) Initial Displacement: 1.39 ft Static Water Column Height: 6.25 ft Total Well Penetration Depth: 9.37 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.003483 cm/sec y0 = 1.411 ft N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 1 0 o� 6. 12. 18. 24. 30. Time (sec) MW -16A, TEST 3, SLUG OUT Data Set: S:\...\MW-16A slugout2.agt Date: 07/29/15 Time: 09:05:06 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 6.15 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -16A) Initial Displacement: 1.39 ft Static Water Column Height: 6.25 ft Total Well Penetration Depth: 9.37 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.005069 cm/sec y0 = 1.345 ft N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 1 0 4. 8. 12. 16. 20. Time (sec) MW -16A, TEST 4, SLUG OUT Data Set: S:\...\MW-16A slugout4.agt Date: 07/29/15 Time: 09:03:04 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 6.15 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -16A) Initial Displacement: 1.998 ft Static Water Column Height: 6.25 ft Total Well Penetration Depth: 9.37 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.007103 cm/sec y0 = 1.607 ft N 0 r m a I i z e d ( f t f t 0.1 0.01 1 0 12. 24. 36. 48 Time (sec) MW -16A, TEST 5, SLUG OUT Data Set: S:\...\MW-16A slugout5.agt Date: 07/29/15 Time: 09:02:16 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 6.15 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -16A) Initial Displacement: 1.184 ft Static Water Column Height: 6.25 ft Total Well Penetration Depth: 9.37 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.006435 cm/sec y0 = 1.272 ft N 0 r m a I i z e d ( f t f t 0.1 0.01 1 0 6. 12. 18. 24. 30. Time (sec) MW -16A, TEST 6, SLUG OUT Data Set: S:\...\MW-16A slugout6.agt Date: 07/29/15 Time: 09:01:30 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 6.15 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -16A) Initial Displacement: 1.159 ft Static Water Column Height: 6.25 ft Total Well Penetration Depth: 9.37 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.005965 cm/sec y0 = 1.21 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 1 0 6. 12. 18. 24. 30. Time (sec) MW -16A, TEST 7, SLUG OUT Data Set: S:\...\MW-16A slugout7.agt Date: 07/29/15 Time: 09:00:42 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 20, 2015 AQUIFER DATA Saturated Thickness: 6.15 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -16A) Initial Displacement: 1.202 ft Static Water Column Height: 6.25 ft Total Well Penetration Depth: 9.37 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.005623 cm/sec y0 = 1.244 ft N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 oma o a o00 0 0. 60. 120. 180. 240. 300. Time (sec) MW-16BR, PACKER TEST 1, 42-47 FT INTERVAL, SLUG IN Data Set: S:\...\MW-16BR slugin.agt Date: 07/29/15 Time: 08:58:08 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 6, 2015 AQUIFER DATA Saturated Thickness: 34. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-16BR) Initial Displacement: 0.7377 ft Static Water Column Height: 36.72 ft Total Well Penetration Depth: 42.72 ft Screen Length: 5. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.01139 cm/sec y0 = 0.6807 ft N 0 r m 0.8 a z d 0.6 e d 0.4 ( f t 0.2 f 0 DJ a° oa e e 60. 120. 180. 240. 300. Time (sec) MW-16BR, PACKER TEST 1, 42-47 FT INTERVAL, SLUG IN Data Set: S:\...\MW-16BR slugin.agt Date: 07/22/15 Time: 14:02:23 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 6, 2015 AQUIFER DATA Saturated Thickness: 34. ft WELL DATA (MW-16BR) Initial Displacement: 0.7377 ft Static Water Column Height: 36.72 ft Total Well Penetration Depth: 42.72 ft Screen Length: 5. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: KGS Model Kr = 0.005932 cm/sec Ss = 0.001449 ft -1 Kz/Kr = 1. N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 m �o ee m �°m 0. 60. 120. 180. 240. 300. Time (sec) MW-16BR, PACKER TEST 1, 42-47 FT INTERVAL, SLUG IN 2 Data Set: S:\...\MW-16BR slugin2.agt Date: 07/29/15 Time: 08:57:24 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 6, 2015 AQUIFER DATA Saturated Thickness: 34. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-16BR) Initial Displacement: 0.9779 ft Static Water Column Height: 36.72 ft Total Well Penetration Depth: 42.72 ft Screen Length: 5. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.005447 cm/sec y0 = 0.9338 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0.01 0.001 L 0 20. 40. 60. 80. 100. Time (sec) MW-16BR, PACKER TEST 1, 42-47 FT INTERVAL, SLUG OUT 1 Data Set: S:\...\MW-16BR slugout1.agt Date: 07/29/15 Time: 08:55:34 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 6, 2015 AQUIFER DATA Saturated Thickness: 34. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-16BR) Initial Displacement: 0.7518 ft Static Water Column Height: 36.72 ft Total Well Penetration Depth: 42.72 ft Screen Length: 5. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.01312 cm/sec y0 = 0.7877 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 0.01 0.001 1.0E-4 I 0 40. 80. 120. 160. 200. Time (sec) MW-16BR, PACKER TEST 1, 42-47 FT INTERVAL, SLUG OUT 2 Data Set: S:\...\MW-16BR slugout2.agt Date: 07/22/15 o� PROJECT INFORMATION Company: SynTerra 0 40. 80. 120. 160. 200. Time (sec) MW-16BR, PACKER TEST 1, 42-47 FT INTERVAL, SLUG OUT 2 Data Set: S:\...\MW-16BR slugout2.agt Date: 07/22/15 Time: 14:24:51 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: March 6, 2015 AQUIFER DATA Saturated Thickness: 34. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-16BR) Initial Displacement: 0.7739 ft Static Water Column Height: 36.72 ft Total Well Penetration Depth: 42.72 ft Screen Length: 5. ft Casing Radius: 0.167 ft Well Radius: 0.167 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.01235 cm/sec y0 = 0.7175 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 60. 120. 180. 240. 300. Time (sec) MW-18BR, TEST 1, SLUG OUT Data Set: S:\...\MW-18BR slugout1.agt Date: 07/29/15 Time: 11:58:47 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 13.65 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-18BR) Initial Displacement: 2.033 ft Static Water Column Height: 28.65 ft Total Well Penetration Depth: 31.41 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0002094 cm/sec y0 = 1.972 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 60. 120. 180. 240. 300. Time (sec) MW-18BR, TEST 2, SLUG OUT Data Set: S:\...\MW-18BR slugout2.agt Date: 07/23/15 Time: 10:37:56 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 20, 2015 AQUIFER DATA Saturated Thickness: 13.65 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-18BR) Initial Displacement: 1.998 ft Static Water Column Height: 28.65 ft Total Well Penetration Depth: 31.41 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.0002158 cm/sec y0 = 1.959 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 80. 160. 240. 320. 400. Time (sec) MW -18D, TEST 1, SLUG IN Data Set: S:\...\MW-18Dslugin1.agt Date: 07/21/15 Time: 13:31:27 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 16.46 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -18D) Initial Displacement: 1.981 ft Static Water Column Height: 15.93 ft Total Well Penetration Depth: 18.88 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0003 cm/sec y0 = 1.359 ft N 0 r m a I i z e d H e a d 1 0.1 0. 100. 200. 300. 400. 500. Time (sec) MW -18D, TEST 2, SLUG IN Data Set: S:\...\MW-18D slugin2.agt Date: 07/21/15 Time: 13:33:01 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 16.46 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -18D) Initial Displacement: 1.783 ft Static Water Column Height: 15.93 ft Total Well Penetration Depth: 18.88 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0002477 cm/sec y0 = 1.441 ft N 0 r m a I i z e d H e a d 1 0.1 0. 200. 400. 600. 800. 1000. Time (sec) MW -18D, TEST 1, SLUG OUT Data Set: S:\...\MW-18D slugout1.agt Date: 07/29/15 Time: 10:59:09 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 16.46 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -18D) Initial Displacement: 1.901 ft Static Water Column Height: 15.93 ft Total Well Penetration Depth: 18.88 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001293 cm/sec y0 = 1.529 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 100. 200. 300. 400. 500. Time (sec) MW -18D, TEST 2, SLUG OUT Data Set: S:\...\MW-18D slugout2.agt Date: 07/29/15 Time: 10:58:35 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 16.46 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -18D) Initial Displacement: 1.783 ft Static Water Column Height: 15.93 ft Total Well Penetration Depth: 18.88 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0002359 cm/sec y0 = 1.377 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 200. 400. 600. 800. 1000. Time (sec) MW -18D, TEST 2B, SLUG OUT Data Set: S:\...\MW-18D slugout2b.agt Date: 07/29/15 Time: 10:58:15 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: May 5, 2015 AQUIFER DATA Saturated Thickness: 16.46 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -18D) Initial Displacement: 1.737 ft Static Water Column Height: 15.93 ft Total Well Penetration Depth: 18.88 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0001536 cm/sec y0 = 1.538 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW -21 D, TEST 1, SLUG OUT Data Set: S:\...\MW-21 D slugout1.agt Date: 07/23/15 Time: 11:07:11 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 9.92 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -21 D) Initial Displacement: 2.286 ft Static Water Column Height: 11.23 ft Total Well Penetration Depth: 10.92 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 2.324E-5 cm/sec y0 = 1.938 ft N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 1 0 6. 12. 18. 24. 30. Time (sec) MW-22BR, TEST 1, SLUG OUT Data Set: S:\...\MW-22BR slugout1.agt Date: 07/23/15 Time: 10:51:18 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 34. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-22BR) Initial Displacement: 1.881 ft Static Water Column Height: 32.44 ft Total Well Penetration Depth: 32.09 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.002944 cm/sec y0 = 2.077 ft 1. N 0 r m a I i z e d H 0.1 e a 0.01 0. 6. 12. 18. 24. 30. Time (sec) MW-22BR, TEST 2, SLUG OUT Data Set: S:\...\MW-22BR slugout2.agt Date: 07/23/15 Time: 10:53:38 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 34. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-22BR) Initial Displacement: 1.585 ft Static Water Column Height: 32.44 ft Total Well Penetration Depth: 32.09 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.002795 cm/sec y0 = 1.729 ft N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 1 0 8. 16. 24. 32. 40. Time (sec) MW-22BR, TEST 3, SLUG OUT Data Set: S:\...\MW-22BR slugout3.agt Date: 07/23/15 Time: 11:02:08 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 34. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-22BR) Initial Displacement: 2.311 ft Static Water Column Height: 32.44 ft Total Well Penetration Depth: 32.09 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.00244 cm/sec y0 = 2.446 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 60. 120. 180. 240. 300. Time (sec) MW -22D, TEST 1, SLUG OUT Data Set: S:\...\MW-22D slugout1.agt Date: 07/23/15 Time: 11:13:35 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 4.08 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -22D) Initial Displacement: 2.459 ft Static Water Column Height: 26.5 ft Total Well Penetration Depth: 12.58 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0003352 cm/sec y0 = 2.179 ft N 0 r m a I i z e d H e a d 1. 0.1 0. 40. 80. 120. 160. 200. Time (sec) MW -22D, TEST 2, SLUG OUT Data Set: S:\...\MW-22D slugout2.agt Date: 07/23/15 Time: 11:15:10 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 4.08 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -22D) Initial Displacement: 2.432 ft Static Water Column Height: 26.5 ft Total Well Penetration Depth: 12.58 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0004887 cm/sec y0 = 2.076 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW-23DL, TEST 1, SLUG OUT Data Set: S:\...\MW-23DL slugout1.agt Date: 07/29/15 Time: 11:03:14 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 21.75 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-23DL) Initial Displacement: 2.298 ft Static Water Column Height: 24.22 ft Total Well Penetration Depth: 27.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 8.022E-5 cm/sec y0 = 2.223 ft N 0 r m a I i z e d H e a d ( f t f t 1. 0.1 a�a 0. 40. 80. 120. 160. 200. Time (sec) MW-23DU, TEST 1, SLUG OUT Data Set: S:\...\MW-23DU slugout1.agt Date: 07/29/15 Time: 11:02:33 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 19.31 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-23DU) Initial Displacement: 1.904 ft Static Water Column Height: 11.01 ft Total Well Penetration Depth: 14.37 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0002505 cm/sec y0 = 1.658 ft N 0 r m a I i z e d H e a d f t f t 0.1 1 0 20. 40. 60. 80. 100. Time (sec) MW-23DU, TEST 2, SLUG OUT Data Set: S:\...\MW-23DU slugout2.agt Date: 07/23/15 Time: 12:12:04 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 19.31 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-23DU) Initial Displacement: 1.764 ft Static Water Column Height: 11.01 ft Total Well Penetration Depth: 14.37 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0002798 cm/sec y0 = 1.555 ft N 0 r m a I i z e d H e a d ( f t f t 0.1 1 0 18. 36. 54. 72. 90. Time (sec) MW-23DU, TEST 3, SLUG OUT Data Set: S:\...\MW-23DU slugout3.agt Date: 07/23/15 Time: 12:13:46 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 19.31 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-23DU) Initial Displacement: 1.591 ft Static Water Column Height: 11.01 ft Total Well Penetration Depth: 14.37 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0003609 cm/sec y0 = 1.438 ft 1. N 0 r m a I i z e d H 0.1 e a 0.01 0. 6. 12. 18. 24. 30. Time (sec) MW -24S, TEST 1, SLUG OUT Data Set: S:\...\MW-24S slugout1.agt Date: 07/23/15 Time: 12:18:31 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 25.31 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -24S) Initial Displacement: 2.274 ft Static Water Column Height: 30. ft Total Well Penetration Depth: 32.55 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001853 cm/sec y0 = 2.467 ft N 0 r m a I i z e d H 0.1 e a d ( f t f t 0.01 0. 10. 20. 30. 40. 50. Time (sec) MW -24S, TEST 2, SLUG OUT Data Set: S:\...\MW-24S slugout2.agt Date: 07/23/15 Time: 12:23:02 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 25.31 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -24S) Initial Displacement: 2.069 ft Static Water Column Height: 30. ft Total Well Penetration Depth: 32.55 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001742 cm/sec y0 = 2.214 ft N 0 r m a I i z e d H 0.1 e a d ( t t 0.01 0. 10. 20. 30. 40. 50. Time (sec) MW -24S, TEST 3, SLUG OUT Data Set: S:\...\MW-24S slugout3.agt Date: 07/23/15 Time: 12:24:25 PROJECT INFORMATION Company: SynTerra Client: DEP Asheville Project: 1026.102.1.7 Location: Arden, NC Test Date: July 17, 2015 AQUIFER DATA Saturated Thickness: 25.31 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW -24S) Initial Displacement: 2.067 ft Static Water Column Height: 30. ft Total Well Penetration Depth: 32.55 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001941 cm/sec y0 = 2.275 ft