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HomeMy WebLinkAboutNC0001422_Sutton_SlugTests_ALL_201508050.400.800.1.2E+3 1.6E+3 2.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-01D SLUG-IN TEST 1 Data Set: C:\...\ABMW-1D_SlugIn_I.aqt Date: 07/16/15 Time: 23:45:17 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-01D Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 90.42 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-01D) Initial Displacement: 1.995 ft Static Water Column Height: 63.42 ft Total Well Penetration Depth: 54.42 ft Screen Length: 1. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.04641 ft/day y0 = 1.659 ft 0.200.400.600.800.1000. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-01D SLUG-IN TEST 2 Data Set: C:\...\ABMW-1D_SlugIn_II.aqt Date: 07/16/15 Time: 23:50:06 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-01D Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 90.42 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-01D) Initial Displacement: 1.99 ft Static Water Column Height: 63.42 ft Total Well Penetration Depth: 54.42 ft Screen Length: 1. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.2422 ft/day y0 = 1.721 ft 0.400.800.1.2E+3 1.6E+3 2.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-01D SLUG-OUT TEST 3 Data Set: C:\...\ABMW-1D_SlugOut_IIImoretime.aqt Date: 07/30/15 Time: 15:30:28 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-01D Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 90.42 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-01D) Initial Displacement: 1.891 ft Static Water Column Height: 63.42 ft Total Well Penetration Depth: 54.42 ft Screen Length: 1. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.05826 ft/day y0 = 1.649 ft 0.100.200.300.400.500. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-01S SLUG-IN TEST 1 Data Set: C:\...\ABMW-1S_SlugIn_I.aqt Date: 07/16/15 Time: 10:03:22 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-01S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 44.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-1S) Initial Displacement: 1.945 ft Static Water Column Height: 44.72 ft Total Well Penetration Depth: 84.3 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.4609 ft/day y0 = 1.702 ft 0.140.280.420.560.700. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-01S SLUG-IN TEST 1 Data Set: C:\...\ABMW-1S_SlugIn_II.aqt Date: 07/16/15 Time: 10:04:22 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-01S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 41.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-1S) Initial Displacement: 1.999 ft Static Water Column Height: 41.72 ft Total Well Penetration Depth: 84.3 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.2831 ft/day y0 = 1.676 ft 0.400.800.1.2E+3 1.6E+3 2.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-01S SLUG-IN TEST 3 Data Set: C:\...\ABMW-1S_SlugIn_III.aqt Date: 07/16/15 Time: 10:04:56 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-01S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 41.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-1S) Initial Displacement: 2.03 ft Static Water Column Height: 41.72 ft Total Well Penetration Depth: 84.3 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.1202 ft/day y0 = 1.566 ft 0.120.240.360.480.600. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-01S SLUG-OUT TEST 1 Data Set: C:\...\ABMW-1S_SlugOut_I.aqt Date: 07/16/15 Time: 10:05:54 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-01S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 41.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-1S) Initial Displacement: 1.758 ft Static Water Column Height: 41.72 ft Total Well Penetration Depth: 84.3 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.1636 ft/day y0 = 1.666 ft 0.60.120.180.240.300. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-01S SLUG-OUT TEST 2 Data Set: C:\...\ABMW-1S_SlugOut_II.aqt Date: 07/16/15 Time: 10:07:04 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-01S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 41.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-1S) Initial Displacement: 1.834 ft Static Water Column Height: 41.72 ft Total Well Penetration Depth: 84.3 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.2881 ft/day y0 = 1.693 ft 0.100.200.300.400.500. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-01S SLUG-OUT TEST 3 Data Set: C:\...\ABMW-1S_SlugOut_III.aqt Date: 07/30/15 Time: 15:32:19 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-01S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 41.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-01S) Initial Displacement: 1.715 ft Static Water Column Height: 41.72 ft Total Well Penetration Depth: 84.3 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.376 ft/day y0 = 1.665 ft 0.4.8.12.16.20. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02D SLUG-IN TEST 1 Data Set: C:\...\ABMW-2D_SlugIn_I.aqt Date: 08/01/15 Time: 17:30:54 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-2D Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 125. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02D) Initial Displacement: 1.364 ft Static Water Column Height: 46.57 ft Total Well Penetration Depth: 46.57 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 118.4 ft/day y0 = 8.67 ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02D SLUG-IN TEST 2 Data Set: C:\...\ABMW-2D_SlugIn_II.aqt Date: 08/01/15 Time: 17:30:45 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-2D Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 125. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02D) Initial Displacement: 1.378 ft Static Water Column Height: 46.57 ft Total Well Penetration Depth: 46.57 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 67.56 ft/day y0 = 2.807 ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02D SLUG-IN TEST 3 Data Set: C:\...\ABMW-2D_SlugIn_III.aqt Date: 08/01/15 Time: 17:30:26 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-02D Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 125. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02D) Initial Displacement: 1.28 ft Static Water Column Height: 46.57 ft Total Well Penetration Depth: 46.57 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 105.3 ft/day y0 = 8.454 ft 0.1.4 2.8 4.2 5.6 7. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02D SLUG-IN TEST 4 Data Set: C:\...\ABMW-2D_SlugIn_IV.aqt Date: 08/01/15 Time: 17:30:03 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-02D Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 125. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02D) Initial Displacement: 1.209 ft Static Water Column Height: 46.57 ft Total Well Penetration Depth: 46.57 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 106.5 ft/day y0 = 5.116 ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02D SLUG-OUT TEST 1 Data Set: C:\...\ABMW-2D_SlugOut_I.aqt Date: 08/01/15 Time: 17:29:49 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-02D Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 125. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02D) Initial Displacement: 1.07 ft Static Water Column Height: 46.57 ft Total Well Penetration Depth: 46.57 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 53.72 ft/day y0 = 1.879 ft 0.4.8.12.16.20. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02D SLUG-OUT TEST 3 Data Set: C:\...\ABMW-2D_SlugOut_III.aqt Date: 08/01/15 Time: 17:29:32 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-02D Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 125. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02D) Initial Displacement: 1.012 ft Static Water Column Height: 46.57 ft Total Well Penetration Depth: 46.57 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 72.44 ft/day y0 = 2.179 ft 0.4.8.12.16.20. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02D SLUG-OUT TEST 4 Data Set: C:\...\ABMW-2D_SlugOut_IV.aqt Date: 08/01/15 Time: 17:29:04 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-02D Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 125. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02D) Initial Displacement: 2.724 ft Static Water Column Height: 46.57 ft Total Well Penetration Depth: 46.57 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 62.22 ft/day y0 = 3.206 ft 0.18.36.54.72.90. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02S SLUG-IN TEST 1 Data Set: C:\...\ABMW-2S_SlugIn_I.aqt Date: 07/17/15 Time: 00:19:29 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-02S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 10.91 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02S) Initial Displacement: 1.771 ft Static Water Column Height: 8.45 ft Total Well Penetration Depth: 8.45 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 2.287 ft/day y0 = 1.619 ft 0.36.72.108.144.180. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02S SLUG-IN TEST 2 Data Set: C:\...\ABMW-2S_SlugIn_II.aqt Date: 07/17/15 Time: 00:21:37 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-02S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 8.45 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02S) Initial Displacement: 1.824 ft Static Water Column Height: 3.45 ft Total Well Penetration Depth: 8.45 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 2.22 ft/day y0 = 1.602 ft 0.36.72.108.144.180. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02S SLUG-IN TEST 3 Data Set: C:\...\ABMW-2S_SlugIn_III.aqt Date: 07/17/15 Time: 00:23:54 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-02S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 8.45 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02S) Initial Displacement: 1.899 ft Static Water Column Height: 8.45 ft Total Well Penetration Depth: 8.45 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 2.213 ft/day y0 = 1.577 ft 0.36.72.108.144.180. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02S SLUG-IN TEST 4 Data Set: C:\...\ABMW-2S_SlugIn_IV.aqt Date: 07/17/15 Time: 00:25:35 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-02S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 8.45 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02S) Initial Displacement: 1.872 ft Static Water Column Height: 8.45 ft Total Well Penetration Depth: 8.45 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 2.213 ft/day y0 = 1.577 ft 0.36.72.108.144.180. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02S SLUG-OUT TEST 3 Data Set: C:\...\ABMW-2S_SlugOut_III.aqt Date: 07/17/15 Time: 00:28:11 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-02S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 8.45 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02S) Initial Displacement: 1.591 ft Static Water Column Height: 8.45 ft Total Well Penetration Depth: 8.45 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 1.552 ft/day y0 = 1.342 ft 0.20.40.60.80.100. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) ABMW-02S SLUG-OUT TEST 4 Data Set: C:\...\ABMW-2S_SlugOut_IV.aqt Date: 07/17/15 Time: 00:31:49 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: ABMW-02S Test Date: 4/29/2015 AQUIFER DATA Saturated Thickness: 8.45 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02S) Initial Displacement: 2.028 ft Static Water Column Height: 8.45 ft Total Well Penetration Depth: 8.45 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 1.227 ft/day y0 = 1.11 ft 0.4.8.12.16.20. -1. -0.6 -0.2 0.2 0.6 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-08C SLUG-IN TEST 1 Data Set: C:\...\AM-8C_SlugIn_I.aqt Date: 07/30/15 Time: 15:15:44 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-08B Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 46.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-08C) Initial Displacement: 1.56 ft Static Water Column Height: 41.07 ft Total Well Penetration Depth: 41.07 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Springer-Gelhar K = 76.4 ft/day Le = 38.83 ft 0.4.8.12.16.20. -1. -0.6 -0.2 0.2 0.6 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-08C SLUG-IN TEST 2 Data Set: C:\...\AM-8C_SlugIn_II.aqt Date: 07/30/15 Time: 15:15:14 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-08B Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 46.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-08C) Initial Displacement: 1.344 ft Static Water Column Height: 41.07 ft Total Well Penetration Depth: 41.07 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Springer-Gelhar K = 47.21 ft/day Le = 1. ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-08C SLUG-IN TEST 3 Data Set: C:\...\AM-8C_SlugIn_III.aqt Date: 07/17/15 Time: 03:48:29 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-08B Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 46.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-08C) Initial Displacement: 1.4 ft Static Water Column Height: 41.07 ft Total Well Penetration Depth: 41.07 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 90.1 ft/day y0 = 3.537 ft 0.4.8.12.16.20. -1. -0.6 -0.2 0.2 0.6 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-08C SLUG-OUT TEST 1 Data Set: C:\...\AM-8C_SlugOut_I.aqt Date: 07/30/15 Time: 15:11:06 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-08B Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 46.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-08C) Initial Displacement: 1.574 ft Static Water Column Height: 41.07 ft Total Well Penetration Depth: 41.07 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Springer-Gelhar K = 85.01 ft/day Le = 35.66 ft 0.6.12.18.24.30. -1. -0.6 -0.2 0.2 0.6 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-08C SLUG-OUT TEST 2 Data Set: C:\...\AM-8C_SlugOut_II.aqt Date: 07/30/15 Time: 15:09:56 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-08B Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 46.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-08C) Initial Displacement: 1.793 ft Static Water Column Height: 41.07 ft Total Well Penetration Depth: 41.07 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Springer-Gelhar K = 67.35 ft/day Le = 50.38 ft 0.8.16.24.32.40. -1. -0.6 -0.2 0.2 0.6 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-08C SLUG-OUT TEST 3 Data Set: C:\...\AM-8C_SlugOut_III.aqt Date: 07/30/15 Time: 15:16:04 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-08B Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 46.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-08C) Initial Displacement: 1.52 ft Static Water Column Height: 41.07 ft Total Well Penetration Depth: 41.07 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Springer-Gelhar K = 95.44 ft/day Le = 31.24 ft 0.14.28.42.56.70. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t ) AW-01B SLUG-IN TEST 1 Data Set: C:\...\AW-1B_SlugIn_A.aqt Date: 08/01/15 Time: 17:36:19 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-01B Test Date: 2/5/2015 AQUIFER DATA Saturated Thickness: 24.34 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-01B) Initial Displacement: 0.896 ft Static Water Column Height: 22.08 ft Total Well Penetration Depth: 22.08 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 111.2 ft/day y0 = 5.413 ft 0.14.28.42.56.70. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t ) AW-01B SLUG-OUT TEST 1 Data Set: C:\...\AW-1B_SlugOut_A.aqt Date: 08/01/15 Time: 17:36:05 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-01B Test Date: 2/5/2015 AQUIFER DATA Saturated Thickness: 24.34 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-01B) Initial Displacement: 0.8973 ft Static Water Column Height: 22.08 ft Total Well Penetration Depth: 22.08 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 100.5 ft/day y0 = 2.71 ft 0.4.8.12.16.20. 0. 0.2 0.4 0.6 0.8 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-01C SLUG-IN TEST 1 Data Set: C:\...\AW-1C_SlugIn.aqt Date: 08/01/15 Time: 17:38:32 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-01C Test Date: 2/5/2015 AQUIFER DATA Saturated Thickness: 50. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-01C) Initial Displacement: 1.44 ft Static Water Column Height: 43.02 ft Total Well Penetration Depth: 43.02 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Springer-Gelhar K = 146.9 ft/day Le = 50.53 ft 0.14.28.42.56.70. 0. 0.2 0.4 0.6 0.8 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-01C SLUG OUT TEST 1 Data Set: C:\...\AW-1C_SlugOut.aqt Date: 08/01/15 Time: 17:38:05 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-01C Test Date: 2/5/2015 AQUIFER DATA Saturated Thickness: 50. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-01C) Initial Displacement: 2.01 ft Static Water Column Height: 43.02 ft Total Well Penetration Depth: 43.02 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Springer-Gelhar K = 50.06 ft/day Le = 0.1 ft 0.6.12.18.24.30. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-02B SLUG-IN TEST 1 Data Set: C:\...\AW-2B_SlugIn.aqt Date: 08/01/15 Time: 17:40:12 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-02B Test Date: 2/5/2015 AQUIFER DATA Saturated Thickness: 14.42 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-02B) Initial Displacement: 1.52 ft Static Water Column Height: 11.72 ft Total Well Penetration Depth: 11.72 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 29.72 ft/day y0 = 1.833 ft 0.6.12.18.24.30. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-02B SLUG-IN TEST 2 Data Set: C:\...\AW-2B_SlugIn_II.aqt Date: 08/01/15 Time: 17:39:55 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-02B Test Date: 2/5/2015 AQUIFER DATA Saturated Thickness: 14.42 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-02B) Initial Displacement: 1.52 ft Static Water Column Height: 11.72 ft Total Well Penetration Depth: 11.72 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 23.56 ft/day y0 = 2.139 ft 0.8.16.24.32.40. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-02B SLUG-OUT TEST 1 Data Set: C:\...\AW-2B_SlugOut_I.aqt Date: 08/01/15 Time: 17:39:38 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-02B Test Date: 2/5/2015 AQUIFER DATA Saturated Thickness: 14.42 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-02B) Initial Displacement: 1.298 ft Static Water Column Height: 11.72 ft Total Well Penetration Depth: 11.72 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 23.11 ft/day y0 = 1.667 ft 0.8.16.24.32.40. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-02B SLUG-OUT TEST 2 Data Set: C:\...\AW-2B_SlugOut_II.aqt Date: 08/01/15 Time: 17:39:21 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-02B Test Date: 2/5/2015 AQUIFER DATA Saturated Thickness: 14.42 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-02B) Initial Displacement: 1.493 ft Static Water Column Height: 11.72 ft Total Well Penetration Depth: 11.72 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 23.05 ft/day y0 = 1.687 ft 0.6.12.18.24.30. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-02C SLUG IN TEST 1 Data Set: C:\...\AW-2C_SlugIn.aqt Date: 08/01/15 Time: 17:41:49 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-02C Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 50. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-02C) Initial Displacement: 1.132 ft Static Water Column Height: 33.27 ft Total Well Penetration Depth: 33.27 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 99.39 ft/day y0 = 3.704 ft 0.10.20.30.40.50. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-02C SLUG-OUT TEST 1 Data Set: C:\...\AW-2C_SlugOut.aqt Date: 08/01/15 Time: 17:41:09 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-02C Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 50. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-02C) Initial Displacement: 1.584 ft Static Water Column Height: 33.27 ft Total Well Penetration Depth: 33.27 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 81.96 ft/day y0 = 3.805 ft 0.160.320.480.640.800. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-02D SLUG-IN TEST 1 Data Set: C:\...\AW-2D_SlugIn_I.aqt Date: 08/01/15 Time: 17:43:12 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-02D Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 109.4 ft Anisotropy Ratio (Kz/Kr): 0.8 WELL DATA (AW-02D) Initial Displacement: 1.641 ft Static Water Column Height: 87.16 ft Total Well Penetration Depth: 87.16 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.07477 ft/day y0 = 1.616 ft 0.400.800.1.2E+3 1.6E+3 2.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-02D SLUG-OUT TEST 1 Data Set: C:\...\AW-2D_SlugOut_I.aqt Date: 08/01/15 Time: 17:42:47 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-02D Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 125. ft Anisotropy Ratio (Kz/Kr): 0.8 WELL DATA (AW-02D) Initial Displacement: 1.641 ft Static Water Column Height: 87.16 ft Total Well Penetration Depth: 87.16 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.02029 ft/day y0 = 1.607 ft 0.6.12.18.24.30. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-03B SLUG-IN TEST 1 Data Set: C:\...\AW-3B_SlugIn_I.aqt Date: 08/01/15 Time: 17:45:35 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-03B Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 23.52 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-03B) Initial Displacement: 1.617 ft Static Water Column Height: 21.95 ft Total Well Penetration Depth: 21.95 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 123.6 ft/day y0 = 9.303 ft 0.10.20.30.40.50. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-03B SLUG-IN TEST 2 Data Set: C:\...\AW-3B_SlugIn_II.aqt Date: 08/01/15 Time: 17:45:16 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-03B Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 23.52 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-03B) Initial Displacement: 1.521 ft Static Water Column Height: 21.95 ft Total Well Penetration Depth: 21.95 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 79.01 ft/day y0 = 3.473 ft 0.10.20.30.40.50. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-03B SLUG-IN TEST 3 Data Set: C:\...\AW-3B_SlugIn3.aqt Date: 08/01/15 Time: 17:44:46 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-03B Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 30. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-03B) Initial Displacement: 1.311 ft Static Water Column Height: 21.95 ft Total Well Penetration Depth: 21.95 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 95.24 ft/day y0 = 3.542 ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-03B SLUG-OUT TEST 1 Data Set: C:\...\AW-3B_SlugOut.aqt Date: 07/30/15 Time: 09:58:28 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-03B Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 30. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-03B) Initial Displacement: 1.564 ft Static Water Column Height: 21.95 ft Total Well Penetration Depth: 21.95 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 85.9 ft/day y0 = 3.572 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-03C SLUG-IN TEST 1 Data Set: C:\...\AW-3C_SlugIn.aqt Date: 08/01/15 Time: 17:47:36 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-03C Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 50. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-03C) Initial Displacement: 0.9695 ft Static Water Column Height: 42.02 ft Total Well Penetration Depth: 42.02 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 74.49 ft/day y0 = 1.531 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-03C SLUG-IN TEST 2 Data Set: C:\...\AW-3C_SlugIn2.aqt Date: 08/01/15 Time: 17:47:18 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-03C Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 50. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-03C) Initial Displacement: 0.9695 ft Static Water Column Height: 42.02 ft Total Well Penetration Depth: 42.02 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 70.64 ft/day y0 = 1.458 ft 0.10.20.30.40.50. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-03C SLUG-IN TEST 3 Data Set: C:\...\AW-3C_SlugIn3.aqt Date: 08/01/15 Time: 17:46:56 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-03C Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 50. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-03C) Initial Displacement: 0.9396 ft Static Water Column Height: 42.02 ft Total Well Penetration Depth: 42.02 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 113.9 ft/day y0 = 1.66 ft 0.2.4.6.8.10. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-03C SLUG-OUT TEST 1 Data Set: C:\...\AW-3C_SlugOut.aqt Date: 08/01/15 Time: 17:46:35 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-03C Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 50. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-03C) Initial Displacement: 0.9612 ft Static Water Column Height: 42.02 ft Total Well Penetration Depth: 42.02 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 115.8 ft/day y0 = 1.839 ft 0.10.20.30.40.50. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-03C SLUG-OUT TEST 2 Data Set: C:\...\AW-3C_SlugOut3.aqt Date: 08/01/15 Time: 17:46:16 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-03C Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 50. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-03C) Initial Displacement: 0.6572 ft Static Water Column Height: 42.02 ft Total Well Penetration Depth: 42.02 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 93.04 ft/day y0 = 1.154 ft 0.0.6 1.2 1.8 2.4 3. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-4B SLUG-IN TEST 1 Data Set: C:\...\AW-4B_SlugIn.aqt Date: 07/17/15 Time: 02:08:38 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-4B Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 11.34 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-4B) Initial Displacement: 0.9298 ft Static Water Column Height: 21.84 ft Total Well Penetration Depth: 21.84 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 171.7 ft/day y0 = 2.097 ft 0.4.8.12.16.20. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-04B SLUG-IN TEST 2 Data Set: C:\...\AW-4B_SlugIn_I.aqt Date: 08/01/15 Time: 17:51:25 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-04B Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 11.34 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-04B) Initial Displacement: 0.9298 ft Static Water Column Height: 21.84 ft Total Well Penetration Depth: 21.84 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 153.5 ft/day y0 = 2.313 ft 0.8.16.24.32.40. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-04B SLUG-OUT TEST 2 Data Set: C:\...\AW-4B_SlugOut_II.aqt Date: 08/01/15 Time: 17:54:11 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-04B Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 11.34 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-04B) Initial Displacement: 0.54 ft Static Water Column Height: 21.84 ft Total Well Penetration Depth: 21.84 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 60.24 ft/day y0 = 0.7125 ft 0.0.8 1.6 2.4 3.2 4. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-04C SLUG-IN TEST 1 Data Set: C:\...\AW-4C.aqt Date: 08/01/15 Time: 17:55:04 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-04C Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 43.06 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-04C) Initial Displacement: 1. ft Static Water Column Height: 42.06 ft Total Well Penetration Depth: 42.06 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 118.4 ft/day y0 = 3.867 ft 0.1.4 2.8 4.2 5.6 7. 0.1 1. 10. Time (sec) D i s p l a c e m e n t ( f t ) AW-04C SLUG-OUT TEST 1 Data Set: C:\...\AW-4C_SlugOut.aqt Date: 08/01/15 Time: 17:55:23 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.08 Location: Sutton Test Well: AW-04C Test Date: 2/4/15 AQUIFER DATA Saturated Thickness: 50. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-04C) Initial Displacement: 1.77 ft Static Water Column Height: 42.06 ft Total Well Penetration Depth: 42.06 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 90.57 ft/day y0 = 3.69 ft 0.14.28.42.56.70. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-05B SLUG-OUT TEST 1 Data Set: C:\...\AW-5B_Test2.aqt Date: 08/01/15 Time: 17:56:01 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-5B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 30. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-05B) Initial Displacement: 2.01 ft Static Water Column Height: 13.53 ft Total Well Penetration Depth: 13.53 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 6.533 ft/day y0 = 1.92 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-05C SLUG-OUT TEST 3 Data Set: C:\...\AW-5C_Slug3.aqt Date: 08/01/15 Time: 17:56:38 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-5C Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 36.68 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-05C) Initial Displacement: 1.8 ft Static Water Column Height: 34.97 ft Total Well Penetration Depth: 34.97 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 117.9 ft/day y0 = 24.77 ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-05C SLUG-OUT TEST 4 Data Set: C:\...\AW-5C_Slug4.aqt Date: 08/01/15 Time: 17:56:26 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-5C Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 50. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-05C) Initial Displacement: 1.861 ft Static Water Column Height: 34.97 ft Total Well Penetration Depth: 34.97 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 143.8 ft/day y0 = 18.94 ft 0.160.320.480.640.800. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-05D SLUG-IN TEST 1 Data Set: C:\...\AW-5D_SlugIn_I.aqt Date: 08/01/15 Time: 17:57:18 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-5D Test Date: 6/11/2015 AQUIFER DATA Saturated Thickness: 125. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-05D) Initial Displacement: 1.4 ft Static Water Column Height: 90.11 ft Total Well Penetration Depth: 90.11 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.3354 ft/day y0 = 1.574 ft 0.120.240.360.480.600. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-05D SLUG-OUT TEST 1 Data Set: C:\...\AW-5D_SlugOut_I.aqt Date: 08/01/15 Time: 17:57:07 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-5D Test Date: 6/11/2015 AQUIFER DATA Saturated Thickness: 125. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-05D) Initial Displacement: 1.51 ft Static Water Column Height: 90.11 ft Total Well Penetration Depth: 90.11 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.3102 ft/day y0 = 1.469 ft 0.800.1.6E+3 2.4E+3 3.2E+3 4.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-05E SLUG-IN TEST 1 Data Set: C:\...\AW-5E_SlugIn_I.aqt Date: 08/01/15 Time: 17:58:12 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-5E Test Date: 6/10/2015 AQUIFER DATA Saturated Thickness: 287.6 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA (AW-05E) Initial Displacement: 1.67 ft Static Water Column Height: 140.1 ft Total Well Penetration Depth: 140.1 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.00383 ft/day y0 = 1.672 ft 0.1.2E+3 2.4E+3 3.6E+3 4.8E+3 6.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-05E SLUG-OUT TEST 1 Data Set: C:\...\AW-5E_SlugOut_I.aqt Date: 08/01/15 Time: 17:57:52 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-5E Test Date: 6/10/2015 AQUIFER DATA Saturated Thickness: 287.6 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-05E) Initial Displacement: 1.72 ft Static Water Column Height: 140.1 ft Total Well Penetration Depth: 140.1 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.00106 ft/day y0 = 1.693 ft 0.800.1.6E+3 2.4E+3 3.2E+3 4.0E+3 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-06E SLUG-OUT TEST 1 Data Set: C:\...\AW-06E_SlugOut_I.aqt Date: 08/01/15 Time: 18:01:17 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-06E Test Date: 7/17/2015 AQUIFER DATA Saturated Thickness: 193.9 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA (AW-06E) Initial Displacement: 2.45 ft Static Water Column Height: 146.9 ft Total Well Penetration Depth: 146.9 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0005901 ft/day y0 = 2.364 ft 0.6.12.18.24.30. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-06B SLUG-IN TEST 2 Data Set: C:\...\AW-6B_SlugIn2.aqt Date: 08/01/15 Time: 17:58:46 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-6B Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 25.51 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-06B) Initial Displacement: 1.979 ft Static Water Column Height: 19.66 ft Total Well Penetration Depth: 19.66 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 94.08 ft/day y0 = 2.091 ft 0.12.24.36.48.60. 0.001 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-06B SLUG-OUT TEST 1 Data Set: C:\...\AW-6B_SlugOut1.aqt Date: 08/01/15 Time: 17:59:10 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-6B Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 25.51 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-06B) Initial Displacement: 1.1 ft Static Water Column Height: 19.66 ft Total Well Penetration Depth: 19.66 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 136.2 ft/day y0 = 2.092 ft 0.10.20.30.40.50. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-06B SLUG-OUT TEST 2 Data Set: C:\...\AW-6B_SlugOut2.aqt Date: 08/01/15 Time: 17:58:57 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-6B Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 25.51 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-06B) Initial Displacement: 0.9176 ft Static Water Column Height: 19.66 ft Total Well Penetration Depth: 19.66 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 117.3 ft/day y0 = 1.622 ft 0.400.800.1.2E+3 1.6E+3 2.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-06D SLUG-IN TEST 1 Data Set: C:\...\AW-6D_SlugIn_I.aqt Date: 08/01/15 Time: 17:59:47 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-6D Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 125. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-06D) Initial Displacement: 1.781 ft Static Water Column Height: 93.31 ft Total Well Penetration Depth: 93.31 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.01763 ft/day y0 = 1.512 ft 0.400.800.1.2E+3 1.6E+3 2.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-06D SLUG-OUT TEST 1 Data Set: C:\...\AW-6D_SlugOut_I.aqt Date: 08/01/15 Time: 17:59:33 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-6D Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 118.3 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-06D) Initial Displacement: 1.787 ft Static Water Column Height: 93.91 ft Total Well Penetration Depth: 93.31 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.002556 ft/day y0 = 1.654 ft 0.1.2E+3 2.4E+3 3.6E+3 4.8E+3 6.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-07D SLUG-IN TEST 1 Data Set: C:\...\AW-7D_SlugIn.aqt Date: 08/01/15 Time: 18:03:54 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-7D Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 119.6 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-07D) Initial Displacement: 2.673 ft Static Water Column Height: 94.55 ft Total Well Penetration Depth: 94.55 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.05711 ft/day y0 = 2.163 ft 0.2.0E+3 4.0E+3 6.0E+3 8.0E+3 1.0E+4 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-07D SLUG-OUT TEST 1 Data Set: C:\...\AW-7D_SlugOut.aqt Date: 08/01/15 Time: 18:03:37 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-7D Test Date: 2/4/2015 AQUIFER DATA Saturated Thickness: 119.6 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-07D) Initial Displacement: 2.456 ft Static Water Column Height: 94.55 ft Total Well Penetration Depth: 94.55 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.04033 ft/day y0 = 2.157 ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-08B SLUG-IN TEST 1 Data Set: C:\...\AW-8B_SlugIn_I.aqt Date: 07/17/15 Time: 03:34:18 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-08B Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 26.09 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-08B) Initial Displacement: 1.454 ft Static Water Column Height: 21.09 ft Total Well Penetration Depth: 16.09 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 122.2 ft/day y0 = 4.63 ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-08B SLUG-IN TEST 2 Data Set: C:\...\AW-8B_SlugIn_II.aqt Date: 07/17/15 Time: 03:34:43 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-08B Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 26.09 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-08B) Initial Displacement: 0.9971 ft Static Water Column Height: 21.09 ft Total Well Penetration Depth: 16.09 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 99.71 ft/day y0 = 2.643 ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-08B SLUG-IN TEST 3 Data Set: C:\...\AW-8B_SlugIn_III.aqt Date: 07/17/15 Time: 03:34:01 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-08B Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 26.09 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-08B) Initial Displacement: 1.159 ft Static Water Column Height: 21.09 ft Total Well Penetration Depth: 16.09 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 87.75 ft/day y0 = 3.027 ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-08B SLUG-OUT TEST 2 Data Set: C:\...\AW-8B_SlugOut_II.aqt Date: 07/30/15 Time: 14:14:41 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-08B Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 26.09 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-08B) Initial Displacement: 1.305 ft Static Water Column Height: 21.09 ft Total Well Penetration Depth: 16.09 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 140.8 ft/day y0 = 4.764 ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-08B SLUG-OUT TEST 3 Data Set: C:\...\AW-8B_SlugOut_III.aqt Date: 07/30/15 Time: 14:16:12 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-08B Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 26.09 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-08B) Initial Displacement: 2.389 ft Static Water Column Height: 21.09 ft Total Well Penetration Depth: 16.09 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 190.7 ft/day y0 = 14.54 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-09B SLUG OUT TEST 1 Data Set: C:\...\AW-9B_SlugOut.aqt Date: 08/01/15 Time: 18:10:52 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 21.47 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-09B) Initial Displacement: 0.737 ft Static Water Column Height: 19.57 ft Total Well Penetration Depth: 19.47 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 198.3 ft/day y0 = 10.15 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-09B SLUG OUT TEST 2 Data Set: C:\...\AW-9B_SlugOut_I.aqt Date: 08/01/15 Time: 18:11:24 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 21.47 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-09B) Initial Displacement: 0.737 ft Static Water Column Height: 19.57 ft Total Well Penetration Depth: 19.57 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 182.1 ft/day y0 = 7.259 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-09B SLUG IN TEST 1 Data Set: C:\...\AW-9BSLUGIN.aqt Date: 08/01/15 Time: 18:05:37 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 21.47 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-09B) Initial Displacement: 1.392 ft Static Water Column Height: 19.57 ft Total Well Penetration Depth: 19.57 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 163.8 ft/day y0 = 3.396 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-09B SLUG IN TEST 2 Data Set: C:\...\AW-9BSLUGIN2.aqt Date: 08/01/15 Time: 18:05:20 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 21.47 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-09B) Initial Displacement: 1.334 ft Static Water Column Height: 19.57 ft Total Well Penetration Depth: 19.57 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 163.8 ft/day y0 = 3.396 ft 0.10.20.30.40.50. 0.001 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-09C SLUG-OUT TEST 1 Data Set: C:\...\AW-9C_SlugOut2.aqt Date: 08/01/15 Time: 18:12:10 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9C Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 44.69 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-09C) Initial Displacement: 0.99 ft Static Water Column Height: 42.69 ft Total Well Penetration Depth: 42.69 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 135.7 ft/day y0 = 2.284 ft 0.8.16.24.32.40. 0.001 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) AW-09C SLUG-OUT TEST 2 Data Set: C:\...\AW-9C_SlugOut3.aqt Date: 08/01/15 Time: 18:11:58 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9C Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 44.69 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-09C) Initial Displacement: 1.472 ft Static Water Column Height: 42.69 ft Total Well Penetration Depth: 42.69 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 114.9 ft/day y0 = 2.411 ft 0.140.280.420.560.700. 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-09D SLUG-IN TEST 1 Data Set: C:\...\AW-9D_SlugIn_I.aqt Date: 08/01/15 Time: 18:13:21 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9D Test Date: 6/12/2015 AQUIFER DATA Saturated Thickness: 120. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-09D) Initial Displacement: 1.874 ft Static Water Column Height: 97.42 ft Total Well Penetration Depth: 97.42 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0774 ft/day y0 = 1.603 ft 0.600.1.2E+3 1.8E+3 2.4E+3 3.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) AW-09D SLUG-OUT TEST 1 Data Set: C:\...\AW-9D_SlugOut_I.aqt Date: 08/01/15 Time: 18:12:35 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9D Test Date: 6/12/2015 AQUIFER DATA Saturated Thickness: 102. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (AW-09D) Initial Displacement: 1.765 ft Static Water Column Height: 97.42 ft Total Well Penetration Depth: 97.42 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.01571 ft/day y0 = 1.451 ft 0.1.2E+3 2.4E+3 3.6E+3 4.8E+3 6.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) MW-23E SLUG-IN TEST 1 Data Set: C:\...\MW-23E_SlugIn_I.aqt Date: 07/17/15 Time: 04:23:13 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: MW-23E Test Date: 6/11/2015 AQUIFER DATA Saturated Thickness: 197.3 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-23E) Initial Displacement: 1.62 ft Static Water Column Height: 150.3 ft Total Well Penetration Depth: 150.3 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0005524 ft/day y0 = 1.616 ft 0.1.2E+3 2.4E+3 3.6E+3 4.8E+3 6.0E+3 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) MW-23E SLUG-OUT TEST 1 Data Set: C:\...\MW-23E_SlugOut_I.aqt Date: 07/17/15 Time: 04:26:13 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: MW-23E Test Date: 6/11/2015 AQUIFER DATA Saturated Thickness: 197.3 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA (MW-23E) Initial Displacement: 1.69 ft Static Water Column Height: 150.3 ft Total Well Penetration Depth: 150.3 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0002045 ft/day y0 = 1.688 ft 0.6.12.18.24.30. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) MW-31C SLUG-IN TEST 1 Data Set: C:\...\MW-31C_SlugIn_I.aqt Date: 08/01/15 Time: 16:56:08 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: MW-31C Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 37.01 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-31C) Initial Displacement: 1.867 ft Static Water Column Height: 32.01 ft Total Well Penetration Depth: 32.01 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 26.15 ft/day y0 = 1.961 ft 0.6.12.18.24.30. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) MW-31C SLUG-IN TEST 2 Data Set: C:\...\MW-31C_SlugIn_II.aqt Date: 08/01/15 Time: 16:56:02 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: MW-31C Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 37.01 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-31C) Initial Displacement: 1.881 ft Static Water Column Height: 32.01 ft Total Well Penetration Depth: 32.01 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 25.72 ft/day y0 = 2.38 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) MW-31C SLUG-IN TEST 3 Data Set: C:\...\MW-31C_SlugIn_III.aqt Date: 08/01/15 Time: 16:55:56 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: MW-31C Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 37.01 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-31C) Initial Displacement: 1.705 ft Static Water Column Height: 32.01 ft Total Well Penetration Depth: 32.01 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 26.58 ft/day y0 = 2.146 ft 0.4.8.12.16.20. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) MW-31C SLUG-OUT TEST 1 Data Set: C:\...\MW-31C_SlugOut_I.aqt Date: 08/01/15 Time: 16:55:37 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: MW-31C Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 37.01 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-31C) Initial Displacement: 1.686 ft Static Water Column Height: 32.01 ft Total Well Penetration Depth: 32.01 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 22.22 ft/day y0 = 2.08 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) MW-31C SLUG-OUT TEST 2 Data Set: C:\...\MW-31C_SlugOut_II.aqt Date: 08/01/15 Time: 16:55:32 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: MW-31C Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 37.01 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-31C) Initial Displacement: 1.986 ft Static Water Column Height: 32.01 ft Total Well Penetration Depth: 32.01 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 20.68 ft/day y0 = 2.307 ft 0.6.12.18.24.30. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) MW-31C SLUG-OUT TEST 3 Data Set: C:\...\MW-31C_SlugOut_III.aqt Date: 08/01/15 Time: 16:55:22 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: MW-31C Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 37.01 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-31C) Initial Displacement: 1.657 ft Static Water Column Height: 32.01 ft Total Well Penetration Depth: 32.01 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 19.96 ft/day y0 = 2.014 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) MW-37B SLUG IN TEST 2 Data Set: C:\...\MW-37B_SlugIn_II.aqt Date: 07/17/15 Time: 04:39:22 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 16.5 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-37B) Initial Displacement: 1.551 ft Static Water Column Height: 13.99 ft Total Well Penetration Depth: 13.99 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 78.83 ft/day y0 = 2.704 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) MW-37B SLUG-IN TEST 3 Data Set: C:\...\MW-37B_SlugIn_III.aqt Date: 07/17/15 Time: 04:41:00 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 16.5 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-37B) Initial Displacement: 1.622 ft Static Water Column Height: 13.99 ft Total Well Penetration Depth: 13.99 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 74.21 ft/day y0 = 2.585 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) MW-37B SLUG-IN TEST 4 Data Set: C:\...\MW-37B_SlugIn_IV.aqt Date: 07/17/15 Time: 04:42:50 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 16.5 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-37B) Initial Displacement: 1.666 ft Static Water Column Height: 13.99 ft Total Well Penetration Depth: 13.99 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 59.69 ft/day y0 = 2.552 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) MW-37B SLUG-OUT TEST 3 Data Set: C:\...\MW-37B_SlugOut_III.aqt Date: 07/17/15 Time: 04:44:29 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 16.5 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-37B) Initial Displacement: 1.191 ft Static Water Column Height: 13.99 ft Total Well Penetration Depth: 13.99 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 76.74 ft/day y0 = 1.85 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) MW-37B SLUG-OUT TEST 4 Data Set: C:\...\MW-37B_SlugOut_IV.aqt Date: 07/17/15 Time: 04:46:14 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 16.5 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-37B) Initial Displacement: 1.107 ft Static Water Column Height: 13.99 ft Total Well Penetration Depth: 13.99 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 74.84 ft/day y0 = 1.437 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) MW-37C SLUG-IN TEST 1 Data Set: C:\...\MW-37C-SlugIn_I.aqt Date: 07/17/15 Time: 04:53:58 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 36.56 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-37C) Initial Displacement: 1.171 ft Static Water Column Height: 31.34 ft Total Well Penetration Depth: 31.34 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 88.52 ft/day y0 = 2.727 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) MW-37C SLUG-IN TEST 2 Data Set: C:\...\MW-37C-SlugIn_II.aqt Date: 07/30/15 Time: 14:37:55 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 36.56 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-37C) Initial Displacement: 1.391 ft Static Water Column Height: 31.34 ft Total Well Penetration Depth: 31.34 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 162. ft/day y0 = 3.527 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) MW-37C SLUG-IN TEST 3 Data Set: C:\...\MW-37C-SlugIn_III.aqt Date: 07/17/15 Time: 04:56:39 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 36.56 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-37C) Initial Displacement: 1.344 ft Static Water Column Height: 31.34 ft Total Well Penetration Depth: 31.34 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 106.7 ft/day y0 = 3.267 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) MW-37C SLUG-OUT TEST 2 Data Set: C:\...\MW-37C-SlugOur_II.aqt Date: 07/17/15 Time: 04:59:51 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: AW-9B Test Date: 2/6/2015 AQUIFER DATA Saturated Thickness: 36.56 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-37C) Initial Displacement: 1.572 ft Static Water Column Height: 31.34 ft Total Well Penetration Depth: 31.34 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 88.44 ft/day y0 = 2.739 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) N o r m a l i z e d H e a d ( f t / f t ) SMW-01B SLUG-OUT TEST 2 Data Set: C:\...\SMW-1B_SlugOut_II.aqt Date: 07/17/15 Time: 05:23:08 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-01B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 28.98 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-01B) Initial Displacement: 1.565 ft Static Water Column Height: 23.06 ft Total Well Penetration Depth: 23.06 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 134.4 ft/day y0 = 3.492 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-01C SLUG-IN TEST 3 Data Set: C:\...\SMW-1C_SlugIn_III.aqt Date: 07/17/15 Time: 05:28:12 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-01B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 49.06 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-01C) Initial Displacement: 1.67 ft Static Water Column Height: 45.26 ft Total Well Penetration Depth: 45.26 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 119.2 ft/day y0 = 4.795 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-01C SLUG-OUT TEST 3 Data Set: C:\...\SMW-1C_SlugOut_III.aqt Date: 07/17/15 Time: 05:31:23 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-01C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 49.06 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-01C) Initial Displacement: 1.998 ft Static Water Column Height: 45.26 ft Total Well Penetration Depth: 45.26 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 135.8 ft/day y0 = 3.6 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02B SLUG-IN TEST 2 Data Set: C:\...\SMW-2B_SlugIn_2.aqt Date: 07/22/15 Time: 10:44:29 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 22. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02B) Initial Displacement: 2.244 ft Static Water Column Height: 20.03 ft Total Well Penetration Depth: 20.03 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 14.54 ft/day y0 = 2.048 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02B SLUG-IN TEST 3 Data Set: C:\...\SMW-2B_SlugIn_3.aqt Date: 07/22/15 Time: 10:47:01 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 22. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02B) Initial Displacement: 2.137 ft Static Water Column Height: 20.03 ft Total Well Penetration Depth: 20.03 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 13.96 ft/day y0 = 1.905 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02B SLUG-IN TEST 1 Data Set: C:\...\SMW-2B_SlugIn_I.aqt Date: 07/22/15 Time: 10:35:35 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 22. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02B) Initial Displacement: 2.262 ft Static Water Column Height: 20.03 ft Total Well Penetration Depth: 20.03 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 15.22 ft/day y0 = 2.106 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02B SLUG-OUT TEST 1 Data Set: C:\...\SMW-2B_SlugOut_1.aqt Date: 07/22/15 Time: 10:46:40 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 22. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02B) Initial Displacement: 2.06 ft Static Water Column Height: 20.03 ft Total Well Penetration Depth: 20.03 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 13.96 ft/day y0 = 1.905 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02B SLUG-OUT TEST 2 Data Set: C:\...\SMW-2B_SlugOut_2.aqt Date: 07/22/15 Time: 10:48:22 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 22. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02B) Initial Displacement: 1.922 ft Static Water Column Height: 20.03 ft Total Well Penetration Depth: 20.03 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 15.23 ft/day y0 = 2.041 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02B SLUG-OUT TEST 3 Data Set: C:\...\SMW-2B_SlugOut_3.aqt Date: 07/22/15 Time: 10:49:49 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 22. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02B) Initial Displacement: 1.866 ft Static Water Column Height: 20.03 ft Total Well Penetration Depth: 20.03 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 15.21 ft/day y0 = 1.985 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02C SLUG-IN TEST 1 Data Set: C:\...\SMW-2C_SlugIn_I.aqt Date: 07/22/15 Time: 11:36:53 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 41.92 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02C) Initial Displacement: 1.571 ft Static Water Column Height: 40.68 ft Total Well Penetration Depth: 40.68 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 158.4 ft/day y0 = 4.665 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02C SLUG-IN TEST 2 Data Set: C:\...\SMW-2C_SlugIn_II.aqt Date: 07/22/15 Time: 11:37:25 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 41.92 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02C) Initial Displacement: 1.442 ft Static Water Column Height: 40.68 ft Total Well Penetration Depth: 40.68 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 117.3 ft/day y0 = 2.991 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02C SLUG-IN TEST 3 Data Set: C:\...\SMW-2C_SlugIn_III.aqt Date: 07/22/15 Time: 11:38:15 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 41.92 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02C) Initial Displacement: 1.676 ft Static Water Column Height: 40.68 ft Total Well Penetration Depth: 40.68 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 162.2 ft/day y0 = 3.425 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02C SLUG-OUT TEST 1 Data Set: C:\...\SMW-2C_SlugOut_I.aqt Date: 07/22/15 Time: 11:36:31 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 41.92 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02C) Initial Displacement: 1.891 ft Static Water Column Height: 40.68 ft Total Well Penetration Depth: 40.68 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 157.9 ft/day y0 = 4.624 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02C SLUG-OUT TEST 2 Data Set: C:\...\SMW-2C_SlugOut_II.aqt Date: 07/22/15 Time: 11:39:41 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 41.92 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02C) Initial Displacement: 1.621 ft Static Water Column Height: 40.68 ft Total Well Penetration Depth: 40.68 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 160.3 ft/day y0 = 4.006 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-02C SLUG-OUT TEST 3 Data Set: C:\...\SMW-2C_SlugOut_III.aqt Date: 07/22/15 Time: 11:42:05 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-02C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 41.92 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-02C) Initial Displacement: 1.791 ft Static Water Column Height: 40.68 ft Total Well Penetration Depth: 40.68 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 174.1 ft/day y0 = 4.596 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-03B SLUG-OUT TEST 2 Data Set: C:\...\SMW-3B_SlugOut_II.aqt Date: 07/17/15 Time: 05:34:49 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-03B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 23.94 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-03B) Initial Displacement: 1.305 ft Static Water Column Height: 21.7 ft Total Well Penetration Depth: 21.7 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 135.8 ft/day y0 = 3.6 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-03B SLUG-OUT TEST 3 Data Set: C:\...\SMW-3B_SlugOut_III.aqt Date: 08/01/15 Time: 18:15:04 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-03B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 27.35 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-03B) Initial Displacement: 2.698 ft Static Water Column Height: 21.35 ft Total Well Penetration Depth: 21.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 143.8 ft/day y0 = 4.598 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-04B SLUG-INTEST 2 Data Set: C:\...\SMW-4B_SlugIn_II.aqt Date: 07/17/15 Time: 07:06:42 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-04B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 27.35 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-04B) Initial Displacement: 1.201 ft Static Water Column Height: 21.35 ft Total Well Penetration Depth: 21.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 149.8 ft/day y0 = 2.274 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-04B SLUG-INTEST 3 Data Set: C:\...\SMW-4B_SlugIn_III.aqt Date: 07/17/15 Time: 07:17:05 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-04B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 27.35 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-04B) Initial Displacement: 1.28 ft Static Water Column Height: 21.35 ft Total Well Penetration Depth: 21.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 153. ft/day y0 = 3.45 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-04C SLUG-OUTTEST 2 Data Set: C:\...\SMW-4C_SlugOut_II.aqt Date: 08/01/15 Time: 18:17:50 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-04C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 48.01 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-04C) Initial Displacement: 1.652 ft Static Water Column Height: 43.01 ft Total Well Penetration Depth: 43.01 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 172.4 ft/day y0 = 3.753 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-05B SLUG-IN TEST 1 Data Set: C:\...\SMW-5B_SlugIn_I.aqt Date: 07/17/15 Time: 07:32:42 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-05B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 26.76 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-05B) Initial Displacement: 1.446 ft Static Water Column Height: 21.56 ft Total Well Penetration Depth: 21.56 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 151.3 ft/day y0 = 3.609 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-05B SLUG-IN TEST 3 Data Set: C:\...\SMW-5B_SlugIn_III.aqt Date: 07/17/15 Time: 07:37:50 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-05B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 26.76 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-05B) Initial Displacement: 0.7883 ft Static Water Column Height: 21.56 ft Total Well Penetration Depth: 21.56 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 95.39 ft/day y0 = 1.623 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-05C SLUG-IN TEST 1 Data Set: C:\...\SMW-5C_SlugIn_I.aqt Date: 07/17/15 Time: 07:44:54 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-05C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 47.04 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-05C) Initial Displacement: 0.9294 ft Static Water Column Height: 40.84 ft Total Well Penetration Depth: 40.84 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 123.3 ft/day y0 = 2.243 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-05C SLUG-OUT TEST 1 Data Set: C:\...\SMW-5C_SlugOut_I.aqt Date: 07/30/15 Time: 15:26:11 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-05C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 47.04 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-05C) Initial Displacement: 0.9151 ft Static Water Column Height: 40.84 ft Total Well Penetration Depth: 40.84 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 147.3 ft/day y0 = 1.815 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-06B SLUG-IN TEST 1 Data Set: C:\...\SMW-6B_SlugIn_I.aqt Date: 07/22/15 Time: 10:23:39 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-06B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 26.95 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-06B) Initial Displacement: 1.53 ft Static Water Column Height: 21.35 ft Total Well Penetration Depth: 21.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 56.17 ft/day y0 = 2.645 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-06B SLUG-IN TEST 2 Data Set: C:\...\SMW-6B_SlugIn_II.aqt Date: 07/22/15 Time: 10:24:12 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-06B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 26.95 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-06B) Initial Displacement: 1.786 ft Static Water Column Height: 21.35 ft Total Well Penetration Depth: 21.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 65.73 ft/day y0 = 2.693 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-06B SLUG-IN TEST 3 Data Set: C:\...\SMW-6B_SlugIn_III.aqt Date: 07/22/15 Time: 10:26:29 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-06B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 26.95 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-06B) Initial Displacement: 1.592 ft Static Water Column Height: 21.35 ft Total Well Penetration Depth: 21.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 76.72 ft/day y0 = 2.576 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-06B SLUG-OUT TEST 1 Data Set: C:\...\SMW-6B_SlugOut_I.aqt Date: 07/22/15 Time: 10:27:27 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-06B Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 26.95 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-06B) Initial Displacement: 1.241 ft Static Water Column Height: 21.35 ft Total Well Penetration Depth: 21.35 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 52.45 ft/day y0 = 1.74 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-06C SLUG-INTEST 1 Data Set: C:\...\SMW-6C_SlugIn_I.aqt Date: 07/22/15 Time: 10:56:55 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-06C Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 46.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-06C) Initial Displacement: 1.712 ft Static Water Column Height: 40.72 ft Total Well Penetration Depth: 40.72 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 53.04 ft/day y0 = 2.567 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-06C SLUG-INTEST 2 Data Set: C:\...\SMW-6C_SlugIn_II.aqt Date: 07/22/15 Time: 11:04:53 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-06C Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 46.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-06C) Initial Displacement: 1.826 ft Static Water Column Height: 40.72 ft Total Well Penetration Depth: 40.72 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 62.93 ft/day y0 = 3.581 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-06C SLUG-INTEST 3 Data Set: C:\...\SMW-6C_SlugIn_III.aqt Date: 07/22/15 Time: 11:06:48 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-06C Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 46.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-06C) Initial Displacement: 1.679 ft Static Water Column Height: 40.72 ft Total Well Penetration Depth: 40.72 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 69.58 ft/day y0 = 2.702 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-06C SLUG-OUTTEST 2 Data Set: C:\...\SMW-6C_SlugOut_II.aqt Date: 07/22/15 Time: 11:08:37 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-06C Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 46.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-06C) Initial Displacement: 1.782 ft Static Water Column Height: 40.72 ft Total Well Penetration Depth: 40.72 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 57.79 ft/day y0 = 2.334 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-06C SLUG-OUTTEST 3 Data Set: C:\...\SMW-6C_SlugOut_III.aqt Date: 07/22/15 Time: 11:11:15 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-06C Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 46.72 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-06C) Initial Displacement: 1.285 ft Static Water Column Height: 40.72 ft Total Well Penetration Depth: 40.72 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 51.17 ft/day y0 = 1.73 ft 8.5E+4 8.8E+4 9.1E+4 9.4E+4 9.7E+4 1.0E+5 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-06D SLUG-OUT TEST 1 Data Set: C:\...\SMW-6D_SlugOut_II_manual_GOOD.aqt Date: 08/01/15 Time: 18:19:49 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-6D Test Date: 4/27/2015 AQUIFER DATA Saturated Thickness: 96.46 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-06D) Initial Displacement: 1.7 ft Static Water Column Height: 104.5 ft Total Well Penetration Depth: 104.5 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.083 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.00888 ft/day y0 = 853.1 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-03C SLUG-IN TEST 1 Data Set: C:\...\SW-3C_SlugIn_I.aqt Date: 07/22/15 Time: 14:37:27 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-03C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 44.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-03C) Initial Displacement: 1.679 ft Static Water Column Height: 43.22 ft Total Well Penetration Depth: 43.22 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 106.2 ft/day y0 = 3.132 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-03C SLUG-IN TEST 2 Data Set: C:\...\SW-3C_SlugIn_II.aqt Date: 07/22/15 Time: 14:38:21 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-03C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 44.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-03C) Initial Displacement: 1.78 ft Static Water Column Height: 43.22 ft Total Well Penetration Depth: 43.22 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 91.2 ft/day y0 = 3.19 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-03C SLUG-IN TEST 3 Data Set: C:\...\SW-3C_SlugIn_III.aqt Date: 07/22/15 Time: 14:40:01 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-03C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 44.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-03C) Initial Displacement: 1.566 ft Static Water Column Height: 43.22 ft Total Well Penetration Depth: 43.22 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 94.65 ft/day y0 = 2.713 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-03C SLUG-OUT TEST 1 Data Set: C:\...\SW-3C_SlugOut_I.aqt Date: 07/22/15 Time: 14:41:14 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-03C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 44.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-03C) Initial Displacement: 0.951 ft Static Water Column Height: 43.22 ft Total Well Penetration Depth: 43.22 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 105.1 ft/day y0 = 2.246 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-03C SLUG-OUT TEST 2 Data Set: C:\...\SW-3C_SlugOut_II.aqt Date: 07/22/15 Time: 11:57:00 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-03C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 44.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-03C) Initial Displacement: 1.621 ft Static Water Column Height: 43.22 ft Total Well Penetration Depth: 43.22 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 160.3 ft/day y0 = 4.006 ft 0.8.16.24.32.40. 0.01 0.1 1. Time (sec) D i s p l a c e m e n t ( f t / f t ) SMW-03C SLUG-OUT TEST 3 Data Set: C:\...\SW-3C_SlugOut_III.aqt Date: 07/22/15 Time: 14:48:59 PROJECT INFORMATION Company: SynTerra Client: Duke Energy Project: 1026.108.1.9 Location: Sutton Test Well: SMW-03C Test Date: 4/28/2015 AQUIFER DATA Saturated Thickness: 44.07 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (SMW-03C) Initial Displacement: 2. ft Static Water Column Height: 43.22 ft Total Well Penetration Depth: 43.22 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 128.6 ft/day y0 = 3.898 ft