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Home My WebLink AboutNC0038377_Slug Test Results_201509021. 0.1 20. 40. 60. 80. 100. Time (sec) ABMW-01 SLUG -OUT TEST 2 Data Set: S:\...\ABMW-01 SlugOut Il.agt Date: 08/15/15 Time: 06:38:29 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 8.99 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-01) Initial Displacement: 2.243 ft Static Water Column Height: 9.29 ft Total Well Penetration Depth: 11.99 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 4.122 ft/day y0 = 2.219 ft 1. 0.1 600. 1.2E+3 1.8E+3 2.4E+3 3.0E+3 Time (sec) ABMW-02 SLUG -OUT TEST 1 Data Set: S:\...\ABMW-02 SlugOut I.aqt Date: 08/15/15 Time: 06:37:20 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 26.58 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02) Initial Displacement: 2.415 ft Static Water Column Height: 31.28 ft Total Well Penetration Depth: 34.49 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.04792 ft/day y0 = 2.228 ft 0.1 z 0.01 0.001 L 0. 180. 360. 540 Time (sec) 720. 900. ABMW-02BR, PACKER TEST, SLUG -IN Data Set: S:\...\ABMW-02BR PK Slugln.agt Date: 08/14/15 Time: 19:24:39 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 06/02/15 AQUIFER DATA Saturated Thickness: 24. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02BR) Initial Displacement: 0.891 ft Static Water Column Height: 97.74 ft Total Well Penetration Depth: 110.9 ft Screen Length: 20. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 1.409 ft/day y0 = 0.4456 ft 1. 0.1 600. 1.2E+3 1.8E+3 2.4E+3 3.0E+3 Time (sec) ABMW-02BR, PACKER TEST, SLUG -OUT Data Set: S:\...\ABMW-02BR PK SlugOut.agt Date: 08/14/15 Time: 19:24:25 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 06/02/2015 AQUIFER DATA Saturated Thickness: 24. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-02BR) Initial Displacement: 0.58 ft Static Water Column Height: 97.74 ft Total Well Penetration Depth: 110.9 ft Screen Length: 20. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.5431 ft/day y0 = 0.4934 ft 1. 0.1 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) ABMW-03 SLUG -OUT TEST 1 Data Set: S:\...\ABMW-03 SlugOut I.aqt Date: 08/15/15 Time: 06:35:50 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 25.53 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-03) Initial Displacement: 2.148 ft Static Water Column Height: 26.03 ft Total Well Penetration Depth: 28.86 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.118 ft/day y0 = 1.985 ft ca m m N M E L 0 Z 1. 0.1 80. 160. 240. 320. 400. Time (sec) ABMW-03 SLUG -OUT TEST 1 Data Set: S:\...\ABMW-03SSlugOut_I.agt Date: 08/15/15 Time: 06:30:14 PROJECT INFORMATION Company: S ny terra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 53.55 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-03S) Initial Displacement: 2.425 ft Static Water Column Height: 45.55 ft Total Well Penetration Depth: 48.53 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.454 ft/day y0 = 2.1 ft 1. 0.1 60. 120. 180. 240. 300. Time (sec) ABMW-03S SLUG -OUT TEST 2 Data Set: S:\...\ABMW-03S SlugOut II.agt Date: 08/15/15 Time: 06:28:22 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 53.55 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-03S) Initial Displacement: 2.534 ft Static Water Column Height: 45.55 ft Total Well Penetration Depth: 48.53 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.4551 ft/day y0 = 2.234 ft 1. 0.1 140. 280. 420. 560. 700. Time (sec) ABMW-03S SLUG -OUT TEST 3 Data Set: S:\...\ABMW-03S SlugOut Ill.agt Date: 08/15/15 Time: 06:26:02 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 53.55 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-03S) Initial Displacement: 2.417 ft Static Water Column Height: 45.55 ft Total Well Penetration Depth: 48.53 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.4559 ft/day y0 = 2.115 ft 1. 0.1 80. 160. 240. 320. 400. Time (sec) ABMW-04 SLUG -OUT TEST 1 Data Set: S:\...\ABMW-04 SlugOut I.aqt Date: 08/15/15 Time: 06:24:03 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 50.86 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04) Initial Displacement: 2.431 ft Static Water Column Height: 49.06 ft Total Well Penetration Depth: 51.75 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.4914 ft/day y0 = 2.332 ft ca m m N M E L 0 Z 1. 0.1 60. 120. 180. 240. 300. Time (sec) ABMW-04 SLUG -OUT TEST 2 Data Set: S:\...\ABMW-04_SlugOut ll.agt Date: 08/15/15 Time: 06:25:02 PROJECT INFORMATION Company: S ny terra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 50.86 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04) Initial Displacement: 2.448 ft Static Water Column Height: 49.06 ft Total Well Penetration Depth: 51.75 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.5795 ft/day y0 = 2.189 ft 1. 0.1 800. 1.6E+3 2.4E+3 3.2E+3 4.0E+3 Time (sec) ABMW-04BR SLUG -OUT TEST 1 Data Set: S:\...\ABMW-04BR SlugOut I.agt Date: 08/15/15 Time: 06:21:52 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 104.3 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04BR) Initial Displacement: 2.424 ft Static Water Column Height: 104.3 ft Total Well Penetration Depth: 107.2 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.009463 ft/day y0 = 2.262 ft 1. 0.1 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) ABMW-04D SLUG -OUT TEST 1 Data Set: S:\...\ABMW-04D SlugOut I.aqt Date: 08/15/15 Time: 06:20:31 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 58.38 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (ABMW-04D) Initial Displacement: 2.134 ft Static Water Column Height: 56.88 ft Total Well Penetration Depth: 59.7 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.05878 ft/day y0 = 1.929 ft 1. 0.1 160. 320. 480. 640. 800. Time (sec) MW-03BR SLUG -IN TEST 1 Data Set: S:\...\MW-03BR Sluqln I.agt Date: 08/15/15 Time: 06:19:47 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.10 5.1.4 Location: Mayo Plant Test Date: 03/16/2015 AQUIFER DATA Saturated Thickness: 61.61 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-03BR) Initial Displacement: 2.275 ft Static Water Column Height: 60.51 ft Total Well Penetration Depth: 63.22 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.09071 ft/day y0 = 1.653 ft 1. 0.1 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW-03BR SLUG -IN TEST 2 Data Set: S:\...\MW-03BR Sluqln II.agt Date: 08/15/15 Time: 06:18:30 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.10 5.1.4 Location: Mayo Plant Test Date: 03/16/2015 AQUIFER DATA Saturated Thickness: 61.61 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-03BR) Initial Displacement: 2.175 ft Static Water Column Height: 60.51 ft Total Well Penetration Depth: 63.22 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.08581 ft/day y0 = 1.733 ft 1. 0.1 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW-03BR SLUG -OUT TEST 1 Data Set: S:\...\MW-03BR SlugOut Lagt Date: 08/15/15 Time: 06:16:44 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.10 5.1.4 Location: Mayo Plant Test Date: 03/16/2015 AQUIFER DATA Saturated Thickness: 61.61 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-03BR) Initial Displacement: 1.954 ft Static Water Column Height: 60.51 ft Total Well Penetration Depth: 63.22 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.03293 ft/day y0 = 1.683 ft 1. 0.1 120. 240 . 360. 480. 600. Time (sec) MW-05BR SLUG -IN TEST 1 Data Set: S:\...\MW-05BR Sluqln I.agt Date: 08/14/15 Time: 22:28:40 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.10 5.1.4 Location: Mayo Plant Test Date: 03/16/2015 AQUIFER DATA Saturated Thickness: 63.54 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-05BR) Initial Displacement: 2.1 ft Static Water Column Height: 59.54 ft Total Well Penetration Depth: 62.21 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.1671 ft/day y0 = 1.739 ft 1. 0.1 120. 240 . 360. 480. 600. Time (sec) MW-05BR SLUG -IN TEST 2 Data Set: S:\...\MW-05BR Sluqln II.agt Date: 08/14/15 Time: 22:25:39 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.10 5.1.4 Location: Mayo Plant Test Date: 03/16/2015 AQUIFER DATA Saturated Thickness: 63.54 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-05BR) Initial Displacement: 2.39 ft Static Water Column Height: 59.54 ft Total Well Penetration Depth: 62.21 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.1387 ft/day y0 = 1.64 ft 1. 0.1 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW-05BR SLUG -OUT TEST 1 Data Set: S:\...\MW-05BR SlugOut I bad.aqt Date: 08/14/15 Time: 22:24:43 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.10 5.1.4 Location: Mayo Plant Test Date: 03/16/2015 AQUIFER DATA Saturated Thickness: 63.54 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-05BR) Initial Displacement: 1.929 ft Static Water Column Height: 59.54 ft Total Well Penetration Depth: 62.21 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.09975 ft/day y0 = 1.722 ft 1. 0.1 180. 360 . 540. 720. 900. Time (sec) MW-05BR SLUG -OUT TEST 2 Data Set: S:\...\MW-05BR SlugOut Il.agt Date: 08/14/15 Time: 22:22:42 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.10 5.1.4 Location: Mayo Plant Test Date: 03/16/2015 AQUIFER DATA Saturated Thickness: 63.54 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-05BR) Initial Displacement: 2.496 ft Static Water Column Height: 59.54 ft Total Well Penetration Depth: 62.21 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.1084 ft/day y0 = 1.782 ft 1. 0.1 180. 360. 540. 720. 900. Time (sec) MW-071BR, PACKER TEST, SLUG -IN, TEST 1 Data Set: S:\...\MW-07BR_PKSlugln1.agt Date: 08/14/15 Time: 19:45:47 PROJECT INFORMATION Company: S ny terra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 04/24/15 AQUIFER DATA Saturated Thickness: 50.5 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-07BR) Initial Displacement: 0.5254 ft Static Water Column Height: 77.93 ft Total Well Penetration Depth: 83.93 ft Screen Length: 10. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 1.728 ft/day y0 = 0.5421 ft 0.1 800. 1.6E+3 2.4E+3 3.2E+3 4.0E+3 Time (sec) MW-07D SLUG -OUT TEST 1 Data Set: S:\...\MW-07D SlugOut I.aqt Date: 08/14/15 Time: 20:51:58 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 29.5 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-07D) Initial Displacement: 2.072 ft Static Water Column Height: 23.1 ft Total Well Penetration Depth: 25.87 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.01923 ft/day y0 = 1.778 ft 1. 0.1 100. 200. 300. 400. 500. Time (sec) MW-08BR SLUG -IN TEST 1 Data Set: S:\...\MW-08BR Sluqln I.agt Date: 08/14/15 Time: 20:50:18 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 04/12/2015 AQUIFER DATA Saturated Thickness: 33.49 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-08BR) Initial Displacement: 1.865 ft Static Water Column Height: 32.54 ft Total Well Penetration Depth: 32.54 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.1192 ft/day y0 = 1.467 ft 1. 0.1 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW-08BR SLUG -IN TEST 2 Data Set: S:\...\MW-08BR Sluqln II.agt Date: 08/14/15 Time: 20:46:14 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 04/12/2015 AQUIFER DATA Saturated Thickness: 33.49 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-08BR) Initial Displacement: 1.946 ft Static Water Column Height: 32.54 ft Total Well Penetration Depth: 32.54 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.05823 ft/day y0 = 1.491 ft 1. 0.1 40. 80. 120. 160. 200. Time (sec) MW-08BR SLUG -OUT TEST 1 Data Set: S:\...\MW-08BR SlugOut Lagt Date: 08/14/15 Time: 20:47:57 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 04/12/2015 AQUIFER DATA Saturated Thickness: 33.49 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-08BR) Initial Displacement: 3.23 ft Static Water Column Height: 32.54 ft Total Well Penetration Depth: 32.54 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.07953 ft/day y0 = 1.576 ft 1. 0.1 100. 200. 300. 400. 500. Time (sec) MW-08BR SLUG -OUT TEST 2 Data Set: S:\...\MW-08BR SlugOut Il.agt Date: 08/14/15 Time: 20:49:21 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 04/12/2015 AQUIFER DATA Saturated Thickness: 33.49 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-08BR) Initial Displacement: 2.934 ft Static Water Column Height: 32.54 ft Total Well Penetration Depth: 32.54 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.09435 ft/day y0 = 1.483 ft 1. 0.1 800. 1.6E+3 2.4E+3 3.2E+3 4.0E+3 Time (sec) MW-09BR SLUG -OUT TEST 1 Data Set: S:\...\MW-09BR SlugOut Lagt Date: 08/15/15 Time: 07:59:32 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 42.03 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-09BR) Initial Displacement: 2.281 ft Static Water Column Height: 34.03 ft Total Well Penetration Depth: 36.57 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.02241 ft/day y0 = 1.919 ft 1. 0.1 600. 1.2E+3 1.8E+3 2.4E+3 3.0E+3 Time (sec) MW-10BR SLUG -OUT TEST 1 Data Set: S:\...\MW-10BR SlugOut Lagt Date: 08/15/15 Time: 08:00:19 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 04/12/2015 AQUIFER DATA Saturated Thickness: 51.92 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-10BR) Initial Displacement: 2.416 ft Static Water Column Height: 44.44 ft Total Well Penetration Depth: 44.44 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.008841 ft/day y0 = 1.502 ft 1. 0.01 120. 240. 360. 480. 600. Time (sec) MW-11 BR, PACKER TEST, SLUG -IN, TEST 1 Data Set: S:\...\MW-11 BR PK Slugln1.agt Date: 08/14/15 Time: 19:54:27 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 04/23/15 AQUIFER DATA Saturated Thickness: 54.4 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-11 BR) Initial Displacement: 0.4493 ft Static Water Column Height: 62.95 ft Total Well Penetration Depth: 66.97 ft Screen Length: 11. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 5.624 ft/day y0 = 0.2942 ft 1. 0.1 160. 320 . 480. 640. 800. Time (sec) MW-11 BR, PACKER TEST, SLUG -IN, TEST 2 Data Set: S:\...\MW-11 BR PK Slugln2.agt Date: 08/14/15 Time: 19:54:58 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 04/23/15 AQUIFER DATA Saturated Thickness: 54.4 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-11 BR) Initial Displacement: 0.5321 ft Static Water Column Height: 62.95 ft Total Well Penetration Depth: 66.97 ft Screen Length: 11. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 3.459 ft/day y0 = 0.2915 ft 1. 0.01 0. 160. 320. 480. 640. 800. Time (sec) MWA 1 BR, PACKER TEST, SLUG -OUT, TEST 1 Data Set: S:\...\MW-11 BR PK SlugOut1.agt Date: 08/14/15 Time: 19:53:26 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 04/23/15 AQUIFER DATA Saturated Thickness: 54.4 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-11 BR) Initial Displacement: 0.5561 ft Static Water Column Height: 62.95 ft Total Well Penetration Depth: 66.97 ft Screen Length: 11. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 5.372 ft/day y0 = 0.2915 ft 0.1 WOW 0. 140. 280. 420 Time (sec) 560. 700. MWA 1 BR, PACKER TEST, SLUG -OUT, TEST 2 Data Set: S:\...\MW-11 BR PK SlugOut2.agt Date: 08/14/15 Time: 19:57:32 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 04/23/15 AQUIFER DATA Saturated Thickness: 54.4 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-11 BR) Initial Displacement: 0.4235 ft Static Water Column Height: 62.95 ft Total Well Penetration Depth: 66.97 ft Screen Length: 11. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 5.655 ft/day y0 = 0.2838 ft 1. 0.1 18. 36. 54. 72. 90. Time (sec) MW-12D SLUG -OUT TEST 1 Data Set: S:\...\MW-12D SlugOut I.aqt Date: 08/14/15 Time: 20:43:09 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 64.89 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-12D) Initial Displacement: 2.284 ft Static Water Column Height: 64.74 ft Total Well Penetration Depth: 65.74 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 3.015 ft/day y0 = 2.177 ft 0.1 800. 1.6E+3 2.4E+3 3.2E+3 4.0E+3 Time (sec) MW-12S SLUG -OUT TEST 1 Data Set: S:\...\MW-12S SlugOut I.aqt Date: 08/14/15 Time: 20:42:18 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 35.22 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-12S) Initial Displacement: 2.275 ft Static Water Column Height: 18.62 ft Total Well Penetration Depth: 18.62 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.02211 ft/day y0 = 2.096 ft ca m m N M E L 0 Z 1. 0.1 180. 360. 540. 720. 900. Time (sec) MW-13BR, PACKER TEST, SLUG -IN Data Set: S:\...\MW-13BR_PKSlugln.agt Date: 08/14/15 Time: 20:14:07 PROJECT INFORMATION Company: S ny terra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 04/14/15 AQUIFER DATA Saturated Thickness: 32. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-13BR) Initial Displacement: 0.788 ft Static Water Column Height: 71.35 ft Total Well Penetration Depth: 73.52 ft Screen Length: 10. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 1.618 ft/day y0 = 0.7788 ft 1. 0.1 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW-14BR SLUG -IN TEST 1 Data Set: S:\...\MW-14BR Sluqln I.agt Date: 08/14/15 Time: 20:40:49 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.10 5.1.4 Location: Mayo Plant Test Date: 03/16/2015 AQUIFER DATA Saturated Thickness: 22.56 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-14BR) Initial Displacement: 2.351 ft Static Water Column Height: 21.06 ft Total Well Penetration Depth: 24.05 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.04388 ft/day y0 = 1.358 ft 1. 0.1 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW-14BR SLUG -IN TEST 2 Data Set: S:\...\MW-14BR Sluqln II.agt Date: 08/14/15 Time: 20:39:16 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.10 5.1.4 Location: Mayo Plant Test Date: 03/16/2015 AQUIFER DATA Saturated Thickness: 22.56 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-14BR) Initial Displacement: 2.309 ft Static Water Column Height: 21.06 ft Total Well Penetration Depth: 24.06 ft Screen Length: 5. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.02943 ft/day y0 = 1.399 ft 1. 0.1 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW-15BR, PACKER TEST, SLUG -IN Data Set: S:\...\MW-15BR PK Slugln.agt Date: 08/14/15 Time: 20:19:57 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.10 5.1.4 Location: Mayo Plant Test Date: 05/11 /15 AQUIFER DATA Saturated Thickness: 29. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-15BR) Initial Displacement: 0.8631 ft Static Water Column Height: 43.65 ft Total Well Penetration Depth: 42.65 ft Screen Length: 9. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.4589 ft/day y0 = 0.9524 ft 1. 0.1 400. 800. 1.2E+3 1.6E+3 2.0E+3 Time (sec) MW-15BR, PACKER TEST, SLUG -OUT Data Set: S:\...\MW-15BR PK SlugOut.agt Date: 08/14/15 Time: 20:27:39 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.10 5.1.4 Location: Mayo Plant Test Date: 05/11 /15 AQUIFER DATA Saturated Thickness: 29. ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-15BR) Initial Displacement: 0.8726 ft Static Water Column Height: 43.65 ft Total Well Penetration Depth: 42.65 ft Screen Length: 9. ft Casing Radius: 0.25 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.5764 ft/day y0 = 0.6672 ft 1. 0.1 800. 1.6E+3 2.4E+3 3.2E+3 4.0E+3 Time (sec) MW-16BR SLUG -OUT TEST 1 Data Set: S:\...\MW-16BR SlugOut Lagt Date: 08/14/15 Time: 20:37:46 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 58.91 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-16BR) Initial Displacement: 2.405 ft Static Water Column Height: 58.37 ft Total Well Penetration Depth: 61.84 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.003166 ft/day y0 = 2.319 ft 1. ❑ ❑ ED C6 El N N ❑ C6 E L Q 0.1 1 0 ° 8. 16. 24. 32. 40. Time (sec) MW-16D SLUG -OUT TEST 1 Data Set: S:\...\MW-16DSlugOutI.agt Date: 08/14/15 Time: 20:36:28 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 44.67 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-16D) Initial Displacement: 1.946 ft Static Water Column Height: 38.6 ft Total Well Penetration Depth: 42.07 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 1.57 ft/day y0 = 0.7561 ft 1. ❑ ❑ ❑ c� m ❑ a� N E L Q Z 0.1 0. 8. 16. 24. 32. 40. Time (sec) MW-16D SLUG -OUT TEST 2 Data Set: S:\...\MW-16D SlugOut Il.agt Date: 08/14/15 Time: 20:35:15 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 44.67 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-16D) Initial Displacement: 1.861 ft Static Water Column Height: 38.6 ft Total Well Penetration Depth: 42.07 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 1.944 ft/day y0 = 0.8156 ft 1. ° c� m °❑ ❑° a� N L Z 0.1 1 0 8. 16. 24. 32 Time (sec) ❑ ❑ M MW-16D SLUG -OUT TEST 3 Data Set: S:\...\MW-16D SlugOut Ill.agt Date: 08/14/15 Time: 20:34:18 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 44.67 ft Anisotropy Ratio (Kz/Kr): 1. WELL DATA (MW-16D) Initial Displacement: 2.143 ft Static Water Column Height: 38.6 ft Total Well Penetration Depth: 42.07 ft Screen Length: 10. ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Confined Solution Method: Hvorslev K = 0.7628 ft/day y0 = 0.8774 ft 1. 0.1 600. 1.2E+3 1.8E+3 2.4E+3 3.0E+3 Time (sec) MW-16S SLUG -OUT TEST 1 Data Set: S:\...\MW-16S SlugOut I.aqt Date: 08/14/15 Time: 20:32:38 PROJECT INFORMATION Company: Synterra Client: DEP Project: 1026.105.1.4 Location: Mayo Plant Test Date: 07/28/2015 AQUIFER DATA Saturated Thickness: 8.5 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA (MW-16S) Initial Displacement: 2.246 ft Static Water Column Height: 6.84 ft Total Well Penetration Depth: 10.01 ft Screen Length: 2.5 ft Casing Radius: 0.083 ft Well Radius: 0.25 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.01726 ft/day y0 = 2.159 ft