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133 A P P E N D I X B Permeability Calculations from Field Measurements
Date: 08/18/03 08/18/03 08/18/03 08/18/03 08/18/03 08/18/03 08/18/03 SHRP Site ID: 010107 010108 010109 10163 010110 010111 010112 Core Hole Test Station 0 - 68 0 - 102 5 + 23 5 + 63 0 - 38 0 - 163 5 + 06 GPS Coordinates: N 32o 36.344' N 32o 36.425' N 32o 36.556' N 32o 36.634' N 32o 36.687' N 32o 36.776' N 32o 36.924' W 85o 15.027' W 85o 15.136' W 85o 15.325' W 85o 15.439' W 85o 15.522' W 85o 15.627' W 85o 15.861' Cross Slope, %: 1.2 1.6 2.3 1.6 1.8 2.9 2.7 Long. Grade, %: 0.8 1.1 1.0 1.3 1.1 1.0 1.2 Distance Measures, ft Core to Edge: 5.7 5.7 6.0 6.0 7.0 5.8 6.0 Core to Outlet: 80.0 20.0 25.0 16.0 15.0 17.0 204.0 Edge to Outlet: 21.0 27.0 21.0 29.0 28.0 29.0 31.0 Elevation Readings, ft Top of Pavt at Core: 1.58 1.79 2.75 2.71 1.88 1.79 1.98 Top of PATB after Coring: 1.96 2.42 3.10 3.65 2.81 2.67 3.42 Edge of Pavt: 1.67 1.88 2.90 2.81 1.96 1.88 2.04 Edge at Outlet: 2.50 2.10 3.13 3.00 2.15 2.04 4.56 Outlet: 5.92 5.81 7.02 7.44 5.42 5.77 9.46 Infiltration Measures Steady State Infiltration Rate (gal/min 6 8 8 8 8 8 8 Time to First Outflow (min:sec) 13:58 8:25 8:12 8:51 5:46 6:39 13:52 Cumulative. Inflow to Tracer Input (gal) 15 @ 2:33 20 @ 2:13 15 @ 1:48 20 @ 2:17 20 @ 2:18 20 @ 2:10 25 @ 2:55 Time to Tracer Outflow (min:sec) 13:58 8:25 8:12 8:51 7:00 6:39 13:52 Maximum Inflow Rate (gal/min) 6 12.3 9.1 11.8 12 13.5 11 Water Inflow Stopped: Stop @ 83 gal Stop @ 72 gal Stop @ 68 gal Stop @ 75 gal Stop @ 60 gal Stop @ 60 gal Stop @ 121 Cross Slope, % (elevation measures) 1.5% 1.5% 2.4% 1.7% 1.2% 1.4% Long. Grade, % (elevation measures) 1.0% 1.1% 0.9% 1.2% 1.3% 1.0% Thickness of pavement above PATB (elevation measures) ft 0.38 0.63 0.35 0.94 0.94 0.88 1.44 Thickness of pavement above PATB (elevation measures) in 4.5 7.5 4.3 11.3 11.3 10.5 Thickness of pavement above PATB (LTPP database) ft 0.38 0.61 0.63 0.87 1.01 0.99 1.32 Thickness of pavement above PATB (LTPP database) in 4.6 7.3 7.6 10.4 12.1 11.9 1.0% 1.2% 17.3 15.8 Thickness of PATB (LTPP database) ft 0.30 0.35 0.35 0.33 0.29 0.31 0.28 Thickness of PATB (LTPP database) in 3.6 4.2 4.2 4.0 3.5 3.7 3.3 Hpavt, ft 0.38 0.63 0.35 0.94 0.94 0.88 1.44 Hpatb, ft 0.30 0.35 0.35 0.33 0.29 0.31 0.28 Q, ft^3/day 1,154 2,366 1,750 2,270 2,308 2,597 2,116 dh, ft 0.76 1.06 0.85 1.38 1.31 1.27 1.78 L, ft 5.7 5.7 6.0 6.0 7.0 5.8 6.0 I, ft/ft 0.13 0.19 0.14 0.23 0.19 0.22 0.30 Assumed width of flow plume, ft 3 3 3 3 3 3 3 A, ft^2 0.9 1.05 1.05 1 0.875 0.925 0.825 k, fpd 9,583 12,065 11,768 9,905 14,069 12,744 8,670 Table B.1. Permeability Calculations, Alabama SPS-1.
135 Date: 04/16/03 04/16/03 04/16/03 04/16/03 04/16/03 SHRP Site ID: 040119 04/16/03 040120 040121 040122 040123 040124 Core Hole Test Station 5 + 05 - 0 + 09 - 0 + 06 5 + 29 5 + 38 - 0 + 05 GPS Coordinates: N 35o 24.721' N 35o 25.432' N 35o 25.273' N 35o 25.252' N 35o 24.540' N 35o 24.310' W 114o 16.202' W 114o 16.719' W 114o 16.603' W 114o 16.579' W 114o 16.065' W 114o 15.906' Cross Slope, %: 4.0 2.3 2.5 2.6 Long. Grade, %: 0.5 3.6 1.8 1.4 1.2 0.4 Distance Measures, ft Core to Edge: 7.0 7.0 6.3 6.3 5.6 Core to Outlet: 55.0 209.0 56.0 22.0 11.0 Edge to Outlet: 20.0 19.0 18.6 21.0 23.5 1.1 0.2 6.8 5.0 25.0 Elevation Readings, ft Top of Pavt at Core: 1.54 0.17 0.06 0.23 0.27 0.33 Top of PATB after Coring: 2.25 0.63 0.50 0.97 1.65 1.94 Edge of Pavt: Edge at Outlet: Outlet: 4.96 7.46 3.08 3.60 3.38 4.00 Infiltration Measures Steady State Infiltration Rate (gal/min) 10 9.68 10 10 10 7 Time to First Outflow (min:sec) n.a. n.a. 20:23 12:00 11:15 11:30 Cumulative. Inflow to Tracer Input (gal) n.a. 199 117 124 120 n.a. n.a.Time to Tracer Outflow (min:sec) 7:23 @ 10 gal/min . 7:00 5:17 3:39 @ 7.68 gal/m Maximum Inflow Rate (gal/min) n.a. n.a. n.a n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. Water Inflow Stopped: Cross Slope, % (elevation measures) #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Long. Grade, % (elevation measures) #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Thickness of pavement above PATB (elevation measures) ft 0.71 0.46 0.44 0.74 1.38 1.61 Thickness of pavement above PATB (elevation measures) in 8.5 5.5 5.3 8.9 16.5 19.3 Thickness of pavement above PATB (LTPP database) ft 0.90 0.58 0.58 0.37 1.41 1.04 Thickness of pavement above PATB (LTPP database) in 10.8 7.0 7.0 4.4 16.9 Thickness of PATB (LTPP database) ft 0.37 0.33 0.38 0.34 0.35 0.37 Thickness of PATB (LTPP database) in 4.4 4.0 4.5 4.1 4.2 12.5 4.4 Hpavt, ft 0.71 0.46 0.44 0.74 1.38 1.61 Hpatb, ft 0.37 0.33 0.38 0.34 0.35 0.37 Q, ft^3/day #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! dh, ft #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! L, ft 7.0 7.0 6.3 6.3 5.6 6.8 I, ft/ft #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Assumed width of flow plume, ft 3 3 3 3 3 A, ft^2 1.1 1 3 1.125 1.025 1.05 1.1 k, fpd #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Table B.2. Permeability Calculations, Arizona SPS-1.
136 Date: 12/17/02 12/17/02 12/17/02 12/17/02 12/17/02 12/17/02 12/17/02 SHRP Site ID: 050119 050120 050120 050121 050122 050123 050124 Core Hole Test Station 0 - 35.3 0 - 24.9 5 + 57 5 + 97 5 + 55 0 - 03 0 - 52.6 GPS Coordinates: N 35o 42.999' N 35o 43.151' N 35o 43.251' n.a. n.a. n.a. n.a. W 90o 34.745' W 90o 34.786' W 90o 34.789' 0 0 0 0 Cross Slope, %: 6.9 7.2 3.0 2.9 3.3 2.9 2.4 Long. Grade, %: 0.2 0.1 0.0 0.2 0.0 0.0 0.3 Distance Measures, ft Core to Edge: 6.7 6.0 5.9 6.0 6.4 7.0 6.2 Core to Outlet: 11.7 11.5 10.8 9.3 0.0 6.0 5.7 Edge to Outlet: 32.5 30.9 31.6 34.0 31.2 31.0 31.0 Elevation Readings, ft Top of Pavt at Core: 2.92 2.58 3.32 2.27 2.98 2.65 2.27 Top of PATB after Coring: 2.72 3.18 3.76 2.66 3.81 3.98 3.79 Edge of Pavt: 2.80 3.00 3.44 2.41 3.13 2.82 Edge at Outlet: 2.80 3.01 3.44 2.40 3.13 2.82 Outlet: 8.26 7.78 8.79 7.67 7.71 7.74 2.41 2.42 7.82 Draindown Times, sec 30 - 25 gal: 40.9 12.3 15.4 15.5 14.4 12.4 - 20 gal: 75.6 30 31.6 36 28.2 28.5 - 15 gal: 94.3 47.3 47.6 54.2 41.5 42.8 - 10 gal: 118.7 67.9 69.6 77.3 58.6 59.9 - 5 gal: 138.4 87.8 88.6 97.8 72.4 72.9 15 35.1 53 73.2 92.6 Outlet response Times, mm:ss Time to start outflow: 6:13 no flow no flow 4:00 est 10:47 11:40 7:43 Table B.3. Permeability Calculations, Arkansas SPS-1. (Note: data are in different format because pilot testing was conducted at this site.).
137 Date: 08/13/03 08/13/03 08/13/03 08/13/03 08/13/03 08/13/03 SHRP Site ID: 100107 100111 100112 100110 100108 100109 Core Hole Test Station 0 - 05 0 - 68 0 - 05 5 + 49 5 + 70 0 - 52 GPS Coordinates: N 38o 50.744' N 38o 46.729' N 38o 46.602' N 38o 46.396' N 38o 46.277' N 38o 46.265' W 75o 26.357' W 75o 26.323' W 75o 26.320' W 75o 26.317' W 75o 26.316' W 75o 26.316' Cross Slope, %: 2.1 1.8 2.1 2.3 1.7 Long. Grade, %: 0.3 0.1 0.1 0.2 0.1 Distance Measures, ft Core to Edge: 5.8 5.7 5.5 6.0 5.5 Core to Outlet: 115.0 8.0 352.0 96.0 10.0 7.5 Edge to Outlet: 18.0 25.0 27.0 26.0 25.0 2.2 0.0 5.5 27.0 Elevation Readings, ft Top of Pavt at Core: 1.92 1.79 1.96 1.81 1.79 1.79 Top of PATB after Coring: 2.50 3.04 3.44 2.88 2.46 2.54 Edge of Pavt: 2.06 1.92 2.10 1.94 1.92 1.92 Edge at Outlet: 2.17 1.94 2.25 2.23 1.92 1.92 Outlet: 4.58 5.17 5.50 4.60 5.25 5.58 Infiltration Measures Steady State Infiltration Rate (gal/min) 11 11.4 11.6 11.6 10.8 Time to First Outflow (min:sec) n.a. 6:00 1:00 23:07 6:14 Cumulative. Inflow to Tracer Input (gal) 20 @ 2:00 15 @ 1:20 20 @ 1:45 20 @ 1:42 15 @ 1:22 15 @ 1:20 Time to Tracer Outflow (min:sec) n.a. 6:00 n.a. 25:00 7:01 Maximum Inflow Rate (gal/min) 16 12.5 12.6 12.5 12.7 11.6 6:15 7:45 12.7 Water Inflow Stopped: Stop @ 124 gal Stop @ 75 gal Stop @ 152 gal Stop @ 147 gal Stop @ 81 gal Stop @ 93 gal Cross Slope, % (elevation measures) 2.5% 2.2% 2.7% 2.1% 2.3%2 Long. Grade, % (elevation measures) 0.1% 0.3% 0.0% 0.3% 0.0%0 2.3% 0.0% Thickness of pavement above PATB (elevation measures) ft 0.58 1.25 1.48 1.06 0.67 0.75 Thickness of pavement above PATB (elevation measures) in 7.0 15.0 17.8 12.8 8.0 9.0 Thickness of pavement above PATB (LTPP database) ft 0.48 1.12 1.48 1.03 0.67 0.69 Thickness of pavement above PATB (LTPP database) in 5.8 13.4 17.8 12.3 8.0 8.3 Thickness of PATB (LTPP database) ft 0.32 0.33 0.33 0.30 0.31 0.35 Thickness of PATB (LTPP database) in 3.8 3.9 3.9 3.6 3.7 Hpavt, ft 0.58 1.25 1.48 1.06 0.67 0.75 Hpatb, ft 0.32 0.33 0.33 0.30 0.31 0.35 Q, ft^3/day 3,078 2,404 2,424 2,404 2,443 2,443 dh, ft 1.05 1.70 1.95 1.49 1.10 1.23 L, ft 5.8 5.7 5.5 6.0 5.5 4.2 5.5 I, ft/ft 0.18 0.30 0.35 0.25 0.20 0.22 Assumed width of flow plume, ft 3 3 3 3 3 3 A, ft^2 0.95 0.975 0.975 0.9 0.925 1.05 k, fpd 17,812 8,220 7,011 10,776 13,205 10,446 Table B.4. Permeability Calculations, Delaware SPS-1.
138 Date: 05/21/03 05/21/03 05/21/03 05/21/03 05/21/03 05/21/03 SHRP Site ID: 120107 120108 120109 120110 120111 120112 Core Hole Test Station - 0 + 03.5 5 + 87 and (6 + - 0 + 04 5 + 03 n.a. - 0 + 04.4 GPS Coordinates: N 26o 28' 44.4" N 26o 28' 57.0" N 26o 30' 10.0" N 26o 29' 29.1" n.a. N 26o 29' 58.3" W 80o 38' 59.1" W 80o 39' 08.4" W 80o 40' 05.0" W 80o 39' 32.1" n.a. W 80o 39' 56.1" Cross Slope, %: 1.0 1.3 1.5 1.6 n.a. 1.7 Long. Grade, %: 0.0 0.1 0.0 0.0 n.a. 0.0 Distance Measures, ft Core to Edge: 3.5 4.5 5.0 4.0 n.a. 5.0 Core to Outlet: 154.0 14.0 and (18.0) 152.0 152.0 n.a. 203.0 Edge to Outlet: 22.0 32.0 27.5 33.0 n.a. 33.0 Elevation Readings, ft Top of Pavt at Core: 2.02 2.00 1.98 1.98 n.a. 1.96 Top of PATB after Coring: 2.42 2.67 2.65 3.00 n.a. 3.31 Edge of Pavt: 2.08 2.08 2.08 2.08 n.a. 2.06 Edge at Outlet: 2.13 2.08 2.08 2.08 n.a. 2.08 Outlet: 5.63 5.60 6.33 6.00 n.a. 6.54 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 n.a. 8 Time to First Outflow (min:sec) n.a. n.a. n.a. n.a. n.a. n.a. Cumulative Inflow to Tracer Input (gal) 20 20 40 20 n.a. 20 Time to Tracer Outflow (min:sec) n.a. n.a. n.a. n.a. n.a. n.a. Maximum Inflow Rate (gal/min) 13.83 14.4 14.5 14.7 n.a. 13.83 Water Inflow Stopped: 150 gal@18:35 100 gal @ 12:00 200 gal 160 gal @ 19:30 no outlet found 209 gal Cross Slope, % (elevation measures) 1.8% 1.9% 2.1% 2.6% #VALUE! 2.1% Long. Grade, % (elevation measures) 0.0% #VALUE! 0.0% 0.0% #VALUE! 0.0% Thickness of pavement above PATB (elevation measures) ft 0.40 0.67 0.67 1.02 #VALUE! 1.35 Thickness of pavement above PATB (elevation measures) in 4.8 8.0 8.0 12.3 #VALUE! 16.2 Thickness of pavement above PATB (LTPP database) ft 0.32 0.53 0.61 0.95 1.01 1.37 Thickness of pavement above PATB (LTPP database) in 3.8 6.4 7.3 11.4 12.1 Thickness of PATB (LTPP database) ft 0.34 0.33 0.34 0.34 0.33 0.33 Thickness of PATB (LTPP database) in 4.1 4.0 4.1 4.1 4.0 16.4 3.9 Hpavt, ft 0.40 0.67 0.67 1.02 #VALUE! 1.35 Hpatb, ft 0.34 0.33 0.34 0.34 0.33 0.33 Q, ft^3/day 2,660 2,770 2,789 2,828 #VALUE! 2,660 dh, ft 0.80 1.08 1.11 1.47 #VALUE! 1.78 L, ft 3.5 4.5 5.0 4.0 n.a. 5.0 I, ft/ft 0.23 0.24 0.22 0.37 #VALUE! 0.36 Assumed width of flow plume, ft 3 3 3 3 3 3 A, ft^2 1.025 1 1.025 1.025 1 0.975 k, fpd 11,355 11,506 12,230 7,524 #VALUE! 7,668 Table B.5. Permeability Calculations, Florida SPS-1.
139 Date: 07/01/03 07/01/03 07/01/03 07/01/03 07/01/03 07/01/03 SHRP Site ID: 190108 190109 190110 190111 190112 190107 Core Hole Test Station 0 - 81 0 - 47 0 - 86 5 + 83 - 1 - 39 6 + 02 GPS Coordinates: N 40.68600o N 40.67942o N 40.67763o N 40.67451o N 40.67284o N 40.65919o W 91.25070o W 91.25445o W 91.25717o W 91.26208o W 91.26474o W 91.27336o Cross Slope, %: 2.4 1.3 0.9 2.4 1.5 Long. Grade, %: 0.4 0.2 0.2 0.1 1.0 Distance Measures, ft Core to Edge: 5.5 5.1 5.2 4.9 5.3 Core to Outlet: 15.8 51.2 1.0 10.7 7.4 Edge to Outlet: 37.0 36.3 34.5 32.5 39.5 2.3 0.8 5.0 6.0 35.0 Elevation Readings, ft Top of Pavt at Core: 1.85 1.83 1.90 1.83 1.79 1.79 Top of PATB after Coring: 2.33 2.50 2.85 2.85 3.19 2.35 Edge of Pavt: 1.98 1.96 2.00 1.92 1.96 Edge at Outlet: 2.10 2.17 2.02 1.96 1.96 1.88 1.94 Outlet: 7.31 6.48 5.88 5.27 6.46 5.52 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 8 8 Time to First Outflow (min:sec) 17:35 20:30 14:30 14:40 12:35 15:30 Cumulative Inflow to Tracer Input (gal) 15 @ 1:40 20 @ 1:58 15 @ 1:39 20 @ 1:55 20 @ 1:54 20 @ 2:06 Time to Tracer Outflow (min:sec) 17:35 n.a. 14:30 14:40 12:35 15:30 Maximum Inflow Rate (gal/min) 15 14 12 16 15 15 Water Inflow Stopped: Stop @ 120 gal Stop @ 120 gal Stop @ 120 gal Stop @ 120 gal Stop @ 107 gal Stop @ 125 gal Cross Slope, % (elevation measures) 2.3% 2.5% 2.0% 1.7% 3.1% Long. Grade, % (elevation measures) 0.8% 0.4% 2.1% 0.4% 0.0% 1.7% 1.0% Thickness of pavement above PATB (elevation measures) ft 0.48 0.67 0.96 1.02 1.40 0.56 Thickness of pavement above PATB (elevation measures) in 5.8 8.0 11.5 12.3 16.8 6.8 Thickness of pavement above PATB (LTPP database) ft 0.49 0.63 0.93 0.99 1.41 0.53 Thickness of pavement above PATB (LTPP database) in 5.9 7.5 11.1 11.9 16.9 6.4 Thickness of PATB (LTPP database) ft 0.38 0.41 0.37 0.37 0.34 0.35 Thickness of PATB (LTPP database) in 4.6 4.9 4.4 4.4 4.1 Hpavt, ft 0.48 0.67 0.96 1.02 1.40 0.56 Hpatb, ft 0.38 0.41 0.37 0.37 0.34 0.35 Q, ft^3/day 2,885 2,616 2,212 3,039 2,885 2,808 dh, ft 0.99 1.20 1.43 1.47 1.90 1.00 L, ft 5.5 5.1 5.2 4.9 5.3 4.2 5.0 I, ft/ft 0.18 0.24 0.28 0.30 0.36 0.20 Assumed width of flow plume, ft 3 3 3 3 3 3 A, ft^2 1.15 1.225 1.1 1.1 1.025 1.05 k, fpd 13,974 9,046 7,270 9,236 7,884 13,429 Table B.6. Permeability Calculations, Iowa SPS-1.
140 Date: 06/25/03 06/25/03 06/25/03 06/25/03 06/25/03 06/25/03 SHRP Site ID: 200108a 200108b 200109 200110 200112 200111 Core Hole Test Station - 2 + 00 5 + 08 0 - 08 0 - 08 0 - 08 0 - 08 GPS Coordinates: N 37.60619o N 37.61223o N 37.61227o N 37.61241o N 37.61256o N 37.61274o W 99.14832o W 99.14152o W 99.14024o W 99.13795o W 99.13575o W 99.13343o Cross Slope, %: 2.1 1.8 1.6 1.8 2 1.9 Long. Grade, %: 1.2 0.8 0.2 0.1 0.3 0 Distance Measures, ft Core to Edge: 5.6 5.8 6.0 6.0 5.5 Core to Outlet: 24.8 307.0 306.0 307.0 307.0 Edge to Outlet: 19.7 20.0 27.5 30.0 31.5 5.5 257.0 30.0 Elevation Readings, ft Top of Pavt at Core: 1.67 1.90 2.00 2.00 1.98 2.00 Top of PATB after Coring: 2.38 2.63 2.75 3.06 3.42 3.02 Edge of Pavt: 1.77 2.00 2.10 2.10 2.08 2.08 Edge at Outlet: 2.04 5.17 2.58 2.58 2.33 2.13 Outlet: 4.83 7.60 6.58 6.92 6.75 5.92 Infiltration Measures 8 1.8 3.9 8 8 8 8 n.a. n.a. n.a. n.a. n.a. 23:23 15 @ 2:00 10 @ 7:30 10 @ 2:27 15 @ 1:55 20 @ 2:30 20 @ 2:31 n.a. n.a. n.a. n.a. n.a. 1:10 8.8 1.8 3.9 8.3 8.2 Steady State Infiltration Rate (gal/min) Time to First Outflow (min:sec) Cumulative. Inflow to Tracer Input (gal) Time to Tracer Outflow (min:sec) Maximum Inflow Rate (gal/min) Water Inflow Stopped: Stop @ 125 gal Stop @ 88 gal Stop @ 52 gal Stop @ 150 gal Stop @ 126 gal Stop @ 125 gal Cross Slope, % (elevation measures) 1.9% 1.8% 1.7% 1.7% 1.9% Long. Grade, % (elevation measures) 1.1% 1.0% 0.2% 0.2% 0.1% Thickness of pavement above PATB (elevation measures) ft 0.71 0.73 0.75 1.06 1.44 1.02 Thickness of pavement above PATB (elevation measures) in 8.5 8.8 9.0 12.8 17.3 Thickness of pavement above PATB (LTPP database) ft 0.63 0.63 0.58 0.90 1.42 1.04 Thickness of pavement above PATB (LTPP database) in 7.6 7.6 7.0 10.8 17.0 Thickness of PATB (LTPP database) ft 0.30 0.30 0.30 0.33 0.30 0.30 Thickness of PATB (LTPP database) in 3.6 3.6 3.6 3.9 3.6 1.5% 0.0% 12.3 12.5 3.6 Hpavt, ft 0.71 0.73 0.75 1.06 1.44 1.02 Hpatb, ft 0.30 0.30 0.30 0.33 0.30 0.30 Q, ft^3/day 1,693 346 750 1,597 1,577 1,539 dh, ft 1.11 1.13 1.15 1.49 1.84 1.40 L, ft 5.6 5.8 6.0 6.0 5.5 I, ft/ft 0.20 0.19 0.19 0.25 0.33 0.26 Assumed width of flow plume, ft 3 3 3 3 3 3 A, ft^2 0.9 0.9 0.9 0.975 0.9 5.5 0.9 k, fpd 9,439 1,980 4,333 6,587 5,234 6,697 Table B.7. Permeability Calculations, Kansas SPS-1.
141 Date: 05/28/03 05/28/03 05/28/03 05/28/03 05/28/03 05/28/03 SHRP Site ID: 220119 220120 220121 220122 220123 220124 Core Hole Test Station n.a. 5 + 44 - 0 + 33.5 n.a. 5 + 71 5 + 26 GPS Coordinates: N 30o 20.346' N 30o 20.548' N 30o 20.613' N 30o 20.779' N 30o 21.001' N 30o 21.230' W 93o 12.003' W 93o 12.006' W 93o 12.006' W 93o 12.007' W 93o 12.007' W 93o 12.007' Cross Slope, %: n.a. 2.1 1.5 n.a. 1.7 Long. Grade, %: n.a. 0.0 0.0 n.a. 0.0 Distance Measures, ft Core to Edge: n.a. 6.0 5.7 n.a. 5.8 Core to Outlet: n.a. 7.3 10.0 n.a. 3.0 1.7 0.2 4.6 6.7 Edge to Outlet: n.a. 24.0 27.0 n.a. 20.5 22.5 Elevation Readings, ft Top of Pavt at Core: n.a. 1.83 1.83 n.a. 1.85 1.88 Top of PATB after Coring: n.a. 2.19 2.19 n.a. 3.17 3.36 Edge of Pavt: n.a. 2.01 1.98 n.a. 2.02 1.98 Edge at Outlet: n.a. 2.02 2.00 n.a. 2.02 1.98 Outlet: n.a. 4.88 5.27 n.a. 4.54 4.52 Infiltration Measures Steady State Infiltration Rate (gal/min) n.a. 6.8 8 n.a. 8 8 Time to First Outflow (min:sec) n.a. 12:14 18:00 n.a. n.a. 10:45 Cumulative Inflow to Tracer Input (gal) n.a. 15 @ 2:15 15 @ 1:45 n.a. 15 @ 1:45 15 @ 1:35 Time to Tracer Outflow (min:sec) n.a. 12:46 No sign after n.a. n.a. Pink trace @ Maximum Inflow Rate (gal/min) n.a. 6.8 10.85 n.a. 8.44 12.18 Water Inflow Stopped: n.a. 86.3 gal 150 gal@18:37 n.a. n.a. 20 gal@2:10 Cross Slope, % (elevation measures) #VALUE! 3.0% 2.6% #VALUE! 2.9% Long. Grade, % (elevation measures) #VALUE! 0.1% 0.2% #VALUE! 0.0% Thickness of pavement above PATB (elevation measures) ft #VALUE! 0.35 0.35 #VALUE! 1.31 Thickness of pavement above PATB (elevation measures) in #VALUE! 4.3 4.3 #VALUE! 15.8 2.3% 0.0% 1.48 17.8 Thickness of pavement above PATB (LTPP database) ft 0.59 0.33 0.36 0.67 1.18 1.48 Thickness of pavement above PATB (LTPP database) in 7.1 3.9 4.3 8.0 14.1 17.8 Thickness of PATB (LTPP database) ft 0.31 0.33 0.33 0.31 0.35 0.30 Thickness of PATB (LTPP database) in 3.7 3.9 3.9 3.7 4.2 Hpavt, ft #VALUE! 0.35 0.35 #VALUE! 1.31 3.6 1.48 Hpatb, ft 0.31 0.33 0.33 0.31 0.35 0.30 Q, ft^3/day #VALUE! 1,308 2,087 #VALUE! 1,623 2,343 dh, ft #VALUE! 0.86 0.83 #VALUE! 1.83 L, ft n.a. 6.0 5.7 n.a. 5.8 I, ft/ft #VALUE! 0.14 0.15 #VALUE! 0.31 Assumed width of flow plume, ft 3 3 3 3 3 3 A, ft^2 0.925 0.975 0.975 0.925 1.05 1.89 4.6 0.41 0.9 k, fpd #VALUE! 9,401 14,712 #VALUE! 4,931 6,321 Table B.8. Permeability Calculations, Louisiana SPS-1.
142 Date: 10/22/03 10/22/03 10/22/03 SHRP Site ID: 260121 260123 260123 Core Hole Test Station 1 + 18 0 - 130 5 + 60 GPS Coordinates: N 42o 59.538' N 42o 58.817' N 42o 58.686' W 84o 31.152' W 84o 31.146' W 84o 31.142' Cross Slope, %: 2.8 1.3 2.2 Long. Grade, %: 0.3 0.9 0.4 Distance Measures, ft Core to Edge: 6.5 6.5 6.7 Core to Outlet: 16.0 26.0 25.0 Edge to Outlet: 29.0 29.0 30.0 Elevation Readings, ft Top of Pavt at Core: 1.94 1.83 2.00 Top of PATB after Coring: 2.38 2.46 2.85 Edge of Pavt: 2.04 1.92 2.08 Edge at Outlet: 2.10 2.17 2.21 Outlet: 6.92 6.69 6.42 Infiltration Measures Steady State Infiltration Rate (gal/min) 5.3 8 2 Time to First Outflow (min:sec) 24:30 19:30 n.a. Cumulative. Inflow to Tracer Input (gal) 15 @ 3:05 20 @ 2:20 15 @ 4:40 Time to Tracer Outflow (min:sec) 30:00 n.a. Maximum Inflow Rate (gal/min) 5.3 12.4 Water Inflow Stopped: Stop @ 93 gal Stop @ 125 gal Stop @ 50 gal Cross Slope, % (elevation measures) 1.6% 1.3% Long. Grade, % (elevation measures) 0.4% 1.0% n.a. 3.1 1.3% 0.5% Thickness of pavement above PATB (elevation measures) ft 0.44 0.63 0.85 Thickness of pavement above PATB (elevation measures) in 5.3 7.5 10.3 Thickness of pavement above PATB (LTPP database) ft 0.33 1.18 1.18 Thickness of pavement above PATB (LTPP database) in 3.9 14.2 14.2 Thickness of PATB (LTPP database) ft 0.33 0.33 0.33 Thickness of PATB (LTPP database) in 4.0 4.0 4.0 Hpavt, ft 0.44 0.63 0.85 Hpatb, ft 0.33 0.33 0.33 Q, ft^3/day 1,019 2,385 596 dh, ft 0.88 1.04 1.27 L, ft 6.5 6.5 6.7 I, ft/ft 0.13 0.16 0.19 Assumed width of flow plume, ft 3 A, ft^2 1 3 1 3 1 k, fpd 7,573 14,884 3,128 Table B.9. Permeability Calculations, Michigan SPS-1.
143 Date: 07/09/03 07/09/03 07/09/03 07/09/03 07/09/03 07/09/03 SHRP Site ID: 300124 300123 300119 300120 300122 300121 Core Hole Test Station 5 + 03 5 + 65 n.a. 0 - 70 0 - 97 5 + 42 GPS Coordinates: N 47.40056o N 47.40205o n.a. N 47.40370o N 47.40514o N 47.40788o W 111.54976o W 111.54806o n.a. W 111.54602o W 111.54426o W 111.54086o Cross Slope, %: 2.4 2.4 n.a. 2.8 3.1 3.5 Long. Grade, %: 0.1 0.0 n.a. 0.0 0.2 0.2 Distance Measures, ft 7.0 6.5 n.a. 7.0 6.5 7.0 15.0 0.0 n.a. 0.0 3.0 8.0 28.0 27.0 n.a. 26.0 26.0 27.0 Elevation Readings, ft 1.88 1.92 n.a. 1.90 1.94 1.96 3.50 3.08 n.a. 2.33 2.38 2.21 2.02 2.04 n.a. 2.02 2.04 2.06 2.08 2.04 n.a. 2.02 2.04 2.08 Core to Edge: Core to Outlet: Edge to Outlet: Top of Pavt at Core: Top of PATB after Coring: Edge of Pavt: Edge at Outlet: Outlet: 6.06 6.02 n.a. 5.31 5.50 6.04 Infiltration Measures 8 8 n.a. 8 8 8 12:35 9:04 n.a. 23:00 15:30 15 @ 1:31 24 @ 2:15 n.a. 15 @ 1:50 15 @ 1:50 15 @ 2:17 12:35 9:04 n.a. n.a. n.a. n.a. n.a. 12.8 16.7 n.a. 9.5 11.7 6.5 Steady State Infiltration Rate (gal/min) Time to First Outflow (min:sec) Cumulative. Inflow to Tracer Input (gal) Time to Tracer Outflow (min:sec) Maximum Inflow Rate (gal/min) Water Inflow Stopped: Stop @ 106 gal Stop @ 79 gal n.a. Stop @ 125 gal Stop @ 132 gal Stop @ 120 gal Cross Slope, % (elevation measures) 2.1% 1.9% 1.8% 1.6% Long. Grade, % (elevation measures) 0.4% #DIV/0! #DIV/0! 0.0% Thickness of pavement above PATB (elevation measures) ft 1.63 1.17 0.44 0.44 0.25 Thickness of pavement above PATB (elevation measures) in 19.5 14.0 5.3 5.3 1.5% 0.3% 3.0 Thickness of pavement above PATB (LTPP database) ft 1.73 1.33 0.35 0.73 0.37 Thickness of pavement above PATB (LTPP database) in 20.8 15.9 7.6 4.2 8.7 4.4 Thickness of PATB (LTPP database) ft 0.35 0.38 0.38 0.36 0.36 Thickness of PATB (LTPP database) in 4.2 4.5 4.7 4.6 4.3 Hpavt, ft 1.63 1.17 0.44 0.44 0.25 Hpatb, ft 0.35 0.38 0.38 0.36 0.36 Q, ft^3/day 2,462 3,212 1,827 2,251 4.3 1,250 dh, ft 2.12 1.67 0.95 0.90 0.71 L, ft 7.0 6.5 7.0 6.5 7.0 I, ft/ft 0.30 0.26 0.14 0.14 0.10 Assumed width of flow plume, ft 3 3 3 3 3 A, ft^2 1.05 1.125 1.15 1.075 1.075 k, fpd 7,740 11,136 11,760 15,120 11,427 Table B.10. Permeability Calculations, Montana SPS-1.
144 Date: 10/29/03 10/29/03 10/29/03 10/29/03 10/29/03 10/29/03 SHRP Site ID: 320110 320109 320108 320107 320112 320111 Core Hole Test Station 0 - 13 0 - 38 0 - 38 5 + 52 0 - 9 GPS Coordinates: N 40o 41.244' N 40o 41.144' N 40o 41.061' N 40o 40.910' N 40o 40.891' N 40o 40.786' W 116o 59.739' W 116o 59.617' W 116o 59.508' W 116o 59.316' W 116o 59.295' W 116o 59.152' Cross Slope, %: 1.2 1.4 1.3 1.8 2.1 Long. Grade, %: 0.1 0.1 0.1 0.6 0.1 0 - 9 1.8 0.3 Distance Measures, ft Core to Edge: 6.0 5.6 5.7 5.5 6.4 5.0 Core to Outlet: 88.0 8.0 6.0 17.0 65.0 19.0 Edge to Outlet: 22.0 22.0 22.0 31.0 32.0 36.0 Elevation Readings, ft 2.00 2.00 2.00 1.96 1.96 1.98 2.88 2.60 2.58 2.38 2.71 2.73 2.08 2.08 2.08 2.06 2.08 2.06 Top of Pavt at Core: Top of PATB after Coring: Edge of Pavt: Edge at Outlet: 2.17 2.08 2.08 2.13 2.13 1.10 Outlet: 4.67 4.00 4.00 5.50 5.54 6.04 Infiltration Measures 8 6.8 8 4.8 1 8 n.a. n.a. n.a. n.a. n.a. 22:20 15 @ 1:45 15 @ 2:15 15 @ 1:58 20 @ 4:20 7.7 @ 13:13 20 @ 2:30 n.a. n.a. n.a. n.a. n.a. n.a. 9.8 6.8 8 4.8 1 10 Steady State Infiltration Rate (gal/min) Time to First Outflow (min:sec) Cumulative. Inflow to Tracer Input (gal) Time to Tracer Outflow (min:sec) Maximum Inflow Rate (gal/min) Water Inflow Stopped: Stop @ 110 gal Stop @ 100 gal Stop @ 100 gal Stop @ 100 gal Stop @ 8 gal Stop @ 125 gal Cross Slope, % (elevation measures) 1.4% 1.5% 1.5% 1.9% 1.9% Long. Grade, % (elevation measures) 0.1% 0.0% 0.0% 0.4% 0.1% Thickness of pavement above PATB (elevation measures) ft 0.88 0.60 0.58 0.42 0.75 0.75 Thickness of pavement above PATB (elevation measures) in 10.5 7.3 7.0 5.0 9.0 Thickness of pavement above PATB (LTPP database) ft 0.90 0.58 0.58 0.37 1.41 1.04 Thickness of pavement above PATB (LTPP database) in 10.8 7.0 7.0 4.4 16.9 Thickness of PATB (LTPP database) ft 0.37 0.33 0.38 0.34 0.35 0.37 Thickness of PATB (LTPP database) in 4.4 4.0 4.5 4.1 4.2 1.7% -5.0% 9.0 12.5 4.4 Hpavt, ft 0.88 0.60 0.58 0.42 0.75 0.75 Hpatb, ft 0.37 0.33 0.38 0.34 0.35 0.37 Q, ft^3/day 1,885 1,308 1,539 923 192 1,924 dh, ft 1.33 1.02 1.04 0.86 1.23 1.20 L, ft 6.0 5.6 5.7 5.5 6.4 5.0 I, ft/ft 0.22 0.18 0.18 0.16 0.19 0.24 Assumed width of flow plume, ft 3 3 3 3 3 3 A, ft^2 1.1 1 1.125 1.025 1.05 1.1 k, fpd 7,760 7,154 7,441 5,744 960 7,286 Table B.11. Permeability Calculations, Nevada SPS-1.
145 07/24/03 07/24/03 07/24/03 07/24/03 07/24/03 07/24/03 350107 350108 350109 350110 350111 350112 Date: SHRP Site ID: Core Hole Test Station 0 - 06 0 - 08 n.a. 5 + 45 5 + 13 0 - 36 GPS Coordinates: N 32.67646o N 32.67690o N 32.67683o N 32.67636o N 32.67625o N 32.67617o W 107.07915o W 107.08668o W 107.0806o W 107.09505o W 107.09705o W 107.09885o Cross Slope, %: 2.1 0.8 1.6 0.8 1.7 Long. Grade, %: 0.8 0.5 0.3 0.2 1.5 2.3 1.1 Distance Measures, ft Core to Edge: 6.0 7.0 n.a. 6.5 6.0 6.5 Core to Outlet: 208.0 181.0 n.a. 7.0 15.0 12.0 Edge to Outlet: 17.0 20.0 n.a. 21.0 21.0 20.0 Elevation Readings, ft 1.81 2.02 n.a. 1.98 1.69 1.50 2.33 2.58 n.a. 2.77 2.50 2.71 1.90 2.08 n.a. 2.06 1.77 1.63 Top of Pavt at Core: Top of PATB after Coring: Edge of Pavt: Edge at Outlet: 2.92 2.50 n.a. 2.08 1.98 1.85 Outlet: 5.19 5.00 n.a. 4.40 4.60 4.46 Infiltration Measures 8 8 n.a. 8 8 8 n.a. n.a. n.a. 10:50 n.a. 15:10 15:10 25 @ 2:20 20 @ 1:59 n.a. 15 @ 1:35 20 @ 2:06 15 @ 1:31 n.a. n.a. n.a. 10:50 n.a. 16.9 14.3 n.a. 12.4 14.3 16.6 Steady State Infiltration Rate (gal/min) Time to First Outflow (min:sec) Cumulative. Inflow to Tracer Input (gal) Time to Tracer Outflow (min:sec) Maximum Inflow Rate (gal/min) Water Inflow Stopped: Stop @ 150 gal Stop @ 150 gal n.a. Stop @ 91 gal Stop @ 153 gal Stop @ 130 gal Cross Slope, % (elevation measures) 1.4% 0.9% #VALUE! 1.3% 1.4% Long. Grade, % (elevation measures) 0.5% 0.2% #VALUE! 0.3% 1.4% Thickness of pavement above PATB (elevation measures) ft 0.52 0.56 #VALUE! 0.79 0.81 1.9% 1.9% 1.21 Thickness of pavement above PATB (elevation measures) in 6.3 6.8 #VALUE! 9.5 9.8 14.5 Thickness of pavement above PATB (LTPP database) ft 0.49 0.65 0.67 1.04 1.04 1.39 Thickness of pavement above PATB (LTPP database) in 5.9 7.8 8.0 12.5 12.5 Thickness of PATB (LTPP database) ft 0.31 0.35 0.38 0.31 0.31 0.26 Thickness of PATB (LTPP database) in 3.7 4.2 4.5 3.7 3.7 Hpavt, ft 0.52 0.56 #VALUE! 0.79 0.81 16.7 3.1 1.21 Hpatb, ft 0.31 0.35 0.38 0.31 0.31 0.26 Q, ft^3/day 3,251 2,751 #VALUE! 2,385 2,751 3,193 dh, ft 0.91 0.98 #VALUE! 1.18 1.20 L, ft 6.0 7.0 n.a. 6.5 6.0 6.5 I, ft/ft 0.15 0.14 #VALUE! 0.18 0.20 Assumed width of flow plume, ft 3 3 3 3 3 3 A, ft^2 0.925 1.05 1.125 0.925 0.925 1.59 0.24 0.775 k, fpd 23,108 18,808 14,164 14,817 16,826 Table B.12. Permeability Calculations, New Mexico SPS-1.
146 Date: 06/05/03 06/05/03 06/05/03 06/05/03 06/05/03 06/05/03 SHRP Site ID: 390159 390110 390109 390108 390111 390112 Core Hole Test Station Unknown 2 + 01 1 + 00 0 + 00 - 0 + 02 5 + 13.7 GPS Coordinates: n.a. N 40o 25.318' N 40o 25.217' N 40o 25.123' N 40o 24.013' N 40o 23.808' n.a. W 83o 04.473' W 83o 04.471' W 83o 04.469' W 83o 04.456' W 83o 04.453' Cross Slope, %: 1.0 1.4 3.0 2.5 1.2 Long. Grade, %: 0.0 0.7 0.1 0.2 0.2 Distance Measures, ft Core to Edge: 7.2 2.3 2.5 2.6 5.4 Core to Outlet: 0.0 2.3 20.5 9.8 53.0 1.4 0.0 7.8 5.0 Edge to Outlet: 29.0 20.0 20.0 20.0 21.0 22.0 Elevation Readings, ft 1.94 1.94 2.06 2.10 1.94 1.94 3.50 2.83 2.83 2.81 2.96 3.33 2.08 1.96 2.08 2.06 2.00 2.04 Top of Pavt at Core: Top of PATB after Coring: Edge of Pavt: Edge at Outlet: 2.08 1.96 2.08 2.06 2.19 2.06 Outlet: 6.23 6.00 7.88 6.27 6.88 6.92 Infiltration Measures 6 4.09 8 8 8 8 n.a. 4:30 n.a. n.a. 8:49 20:50 15 @ 2:00 15 @ 3:30 15 @ 2:00 20 @ 2:30 20 @ 2:05 20 @ 2:08 n.a. 8:00 n.a. n.a. 11:00 29:00 n.a. n.a. n.a. n.a. n.a. n.a. Steady State Infiltration Rate (gal/min) Time to First Outflow (min:sec) Cumulative. Inflow to Tracer Input (gal) Time to Tracer Outflow (min:sec) Maximum Inflow Rate (gal/min) Water Inflow Stopped: Stop @ 150 gal Stop @ 100 gal Stop @ 150 gal Stop @ 157 gal Cross Slope, % (elevation measures) 2.0% 0.9% 0.8% -1.6% 1.2% 1.3% Long. Grade, % (elevation measures) #DIV/0! 0.0% 0.0% 0.0% 0.4% 0.4% Thickness of pavement above PATB (elevation measures) ft 1.56 0.90 0.77 0.71 1.02 1.40 Thickness of pavement above PATB (elevation measures) in 18.8 10.8 9.3 8.5 12.3 16.8 Thickness of pavement above PATB (LTPP database) ft 0.34 0.92 0.58 0.55 0.98 1.32 Thickness of pavement above PATB (LTPP database) in 4.1 11.0 7.0 6.6 11.8 Thickness of PATB (LTPP database) ft 0.33 0.33 0.33 0.33 0.36 0.33 Thickness of PATB (LTPP database) in 4.0 3.9 3.9 4.0 4.3 15.8 4.0 Hpavt, ft 1.56 0.90 0.77 0.71 1.02 1.40 Hpatb, ft 0.33 0.33 0.33 0.33 0.36 0.33 Q, ft^3/day #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! dh, ft 2.04 1.24 1.12 1.00 1.44 1.83 L, ft 7.2 2.3 2.5 2.6 5.4 7.8 I, ft/ft 0.28 0.55 0.45 0.39 0.27 0.24 Assumed width of flow plume, ft 3 3 3 3 3 3 A, ft^2 1 0.975 0.975 1 1.075 1 k, fpd #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Table B.13. Permeability Calculations, Ohio SPS-1.
147 Date: 06/23/03 06/23/03 06/23/03 06/23/03 06/23/03 06/23/03 SHRP Site ID: 400122 400119 400120 400121 400123 400124 Core Hole Test Station 0 - 04 0 - 60 5 + 42 0 - 14 0 - 11 5 + 62 GPS Coordinates: N 34.63475o N 34.63555o N 34.63621o N 34.63648o N 34.63686o N 34.63741o W 98.68243o W 98.67537o W 98.66975o W 98.66732o W 98.66400o W 98.65912o Cross Slope, %: 2.3 2.8 2.4 2.8 1.7 Long. Grade, %: 0.6 1.2 0.7 0.7 1.2 Distance Measures, ft Core to Edge: 4.0 4.7 4.4 5.8 5.2 2.2 0.1 5.2 Core to Outlet: 2.0 7.6 8.2 13.0 11.6 0.0 Edge to Outlet: 28.5 27.7 27.8 27.0 26.3 26.8 Elevation Readings, ft Top of Pavt at Core: 1.88 1.81 1.79 1.77 1.90 1.79 Top of PATB after Coring: 2.56 2.42 2.15 2.15 3.13 2.83 Edge of Pavt: 1.98 1.96 1.90 1.92 2.02 1.98 Edge at Outlet: 1.98 2.04 1.96 2.02 2.17 1.98 Outlet: 4.77 4.67 4.58 4.52 4.58 5.40 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 8 8 Time to First Outflow (min:sec) 6:13 6:15 6:00 7:15 12:20 Cumulative Inflow to Tracer Input (gal) 15 @ 1:38 15 @ 1:37 15 @ 1:45 15 @ 1:42 15 @ 1:38 15 @ 1:47 Time to Tracer Outflow (min:sec) 7:08 6:15 6:25 7:15 14:20 Maximum Inflow Rate (gal/min) 13.2 14.6 11.5 13.7 14.1 10.9 Water Inflow Stopped: Stop @ 58 gal Stop @ 53 gal Stop @ 53 gal Stop @ 61 gal Stop @ 105 gal Stop @ 48 gal Cross Slope, % (elevation measures) 2.6% 3.1% 2.4% 2.5% 2.4% 6:15 6:52 3.6% Long. Grade, % (elevation measures) 0.0% 1.1% 0.8% 0.8% 1.3% #DIV/0! Thickness of pavement above PATB (elevation measures) ft 0.69 0.60 0.35 0.38 1.23 1.04 Thickness of pavement above PATB (elevation measures) in 8.3 7.3 4.3 4.5 14.8 12.5 Thickness of pavement above PATB (LTPP database) ft 0.68 0.63 0.40 0.35 1.33 1.53 Thickness of pavement above PATB (LTPP database) in 8.2 7.5 4.8 4.2 16.0 Thickness of PATB (LTPP database) ft 0.40 0.33 0.42 0.41 0.37 0.36 Thickness of PATB (LTPP database) in 4.8 4.0 5.0 4.9 4.4 18.3 4.3 Hpavt, ft 0.69 0.60 0.35 0.38 1.23 1.04 Hpatb, ft 0.40 0.33 0.42 0.41 0.37 0.36 Q, ft^3/day 2,539 2,808 2,212 2,635 2,712 dh, ft 1.19 1.08 0.88 0.93 1.72 1.59 L, ft 4.0 4.7 4.4 5.8 5.2 2,097 5.2 I, ft/ft 0.30 0.23 0.20 0.16 0.33 0.31 Assumed width of flow plume, ft 3 3 3 3 3 3 A, ft^2 1.2 1 1.25 1.225 1.1 k, fpd 7,102 12,098 8,933 13,313 7,403 1.075 6,348 Table B.14. Permeability Calculations, Oklahoma SPS-1.
148 Date: 11/12/03 11/12/03 11/12/03 11/12/03 11/12/03 11/12/03 SHRP Site ID: 480124 480123 480122 480121 480120 480119 Core Hole Test Station 0 - 92 5 + 89 1 + 95 0 - 95 5 + 15 5 + 13 GPS Coordinates: N 26o 43.984' N 26o 43.739' N 26o 43.597' N 26o 42.531' N 26o 42.304' N 26o 42.172' W 98o 06.353' W 98o 06.396' W 98o 06.423' W 98o 06.618' W 98o 06.663' W 98o 06.681' Cross Slope, %: 3.8 2.3 2.5 2.6 2.6 Long. Grade, %: 0.2 0.3 0.1 0.1 0.2 Distance Measures, ft Core to Edge: 5.0 5.0 3.0 6.0 5.6 2.6 0.2 5.3 Core to Outlet: 10.5 10.0 2.5 7.5 15.0 313.0 Edge to Outlet: 25.0 31.0 31.0 32.0 32.0 32.0 Elevation Readings, ft Top of Pavt at Core: 1.83 1.92 2.00 1.88 1.94 1.96 Top of PATB after Coring: 2.73 2.88 2.67 2.29 2.38 2.63 Edge of Pavt: 2.04 2.04 2.06 2.06 2.08 2.10 Edge at Outlet: 2.08 2.06 2.06 2.08 2.08 2.33 Outlet: 6.75 7.88 6.69 6.40 6.50 6.83 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 7 8 4.5 5.7 8 Time to First Outflow (min:sec) n.a. n.a. 12:40 25:36 17:12 Cumulative Inflow to Tracer Input (gal) 20 @ 2:25 20 @ 3:00 20 @ 2:35 25 @ 6:05 25 @ 4:40 40 @ 5:00 Time to Tracer Outflow (min:sec) n.a. n.a. n.a. 26:36 17:12 n.a. Maximum Inflow Rate (gal/min) 10 7 11.5 4.5 5.7 Water Inflow Stopped: Stop @ 126 gal Stop @ 125 gal Stop @ 96 gal Stop @ 99 gal Stop @ 97 gal Stop @ 200 gal Cross Slope, % (elevation measures) 4.2% 2.5% 2.1% 3.1% 2.6% Long. Grade, % (elevation measures) 0.4% 0.2% 0.0% 0.3% 0.0% n.a. 8.7 2.8% 0.1% Thickness of pavement above PATB (elevation measures) ft 0.90 0.96 0.67 0.42 0.44 0.67 Thickness of pavement above PATB (elevation measures) in 10.8 11.5 8.0 5.0 5.3 8.0 Thickness of pavement above PATB (LTPP database) ft 1.42 1.09 0.72 0.38 0.39 0.62 Thickness of pavement above PATB (LTPP database) in 17.0 13.1 8.6 4.5 4.7 7.4 Thickness of PATB (LTPP database) ft 0.35 0.37 0.40 0.31 0.33 0.29 Thickness of PATB (LTPP database) in 4.2 4.4 4.8 3.7 4.0 Hpavt, ft 0.90 0.96 0.67 0.42 0.44 0.67 Hpatb, ft 0.35 0.37 0.40 0.31 0.33 0.29 Q, ft^3/day 1,924 1,346 2,212 866 1,096 1,673 dh, ft 1.45 1.45 1.13 0.91 0.92 1.10 L, ft 5.0 5.0 3.0 6.0 5.6 I, ft/ft 0.29 0.29 0.38 0.15 0.16 0.21 Assumed width of flow plume, ft 3 3 3 3 3 3 A, ft^2 1.05 1.1 1.2 0.925 1 3.5 5.3 0.875 k, fpd 6,299 4,221 4,898 6,153 6,678 9,094 Table B.15. Permeability Calculations, Texas SPS-1.
Date: 09/18/04 09/18/04 09/18/04 09/18/04 09/18/04 09/18/04 09/18/04 SHRP Site ID: 510121 510120 510159 510119 510123 510124 510122 Core Hole Test Station 0 - 75 0 - 218 0 - 12 0 - 13 0 - 96 500 + 39 500 + 07 GPS Coordinates: N 36o 39.083' N 36o 38.947' N 36o 38.817' N 36o 38.699' N 36o 38.438' N 36o 38.200' N 36o 38.498' W 79o 21.883' W 79o 21.881' W 79o 21.879' W 79o 21.885' W 79o 21.887' W 79o 21.884' W 79o 21.887' Cross Slope, %: 3.5 1.3 2.5 1.8 1.5 1.8 1.6 Long. Grade, %: 1.2 2.0 4.1 1.2 1.2 1.8 1.8 Distance Measures, ft Core to Edge: 4.0 4.3 4.3 6.0 5.3 4.7 5.0 Core to Outlet: 10.0 14.0 244.0 142.0 19.0 26.0 460.0 Edge to Outlet: 17.0 17.0 20.0 24.0 32.0 19.0 21.0 Elevation Readings, ft Top of Pavt at Core: 1.83 1.85 1.63 3.85 1.54 1.50 0.90 Top of PATB after Coring: 2.15 2.33 2.38 4.48 2.58 2.29 1.60 Edge of Pavt: 1.96 1.90 1.69 3.94 1.58 1.63 1.00 Edge at Outlet: 2.04 2.21 11.89 4.94 1.96 2.31 18.71 Outlet: 4.54 4.77 15.27 8.83 6.69 5.60 22.19 Infiltration Measures Steady State Infiltration Rate (gal/min) 6.4 8 8 8 8 3.1 Time to First Outflow (min:sec) n.a. 11:54 n.a. n.a. 6:56 7:51 n.a. Cumulative Inflow to Tracer Input (gal) n.a. 104 @ 12:37 75 @ 8:53 100 @ 12:16 69 @ 7:30 26.5 @ 8:15 55 @ 7:45 Time to Tracer Outflow (min:sec) n.a. 16:00 n.a. n.a. 11:00 12:44 n.a. Maximum Inflow Rate (gal/min) 6.4 13.5 12.8 9 16.4 3.1 7.2 7.2 Water Inflow Stopped: Stop @ 150 gal Stop @ 135 gal Stop @ 205 gal Stop @ 200 gal Stop @ 100 gal Stop @ 40 gal Stop @ 200 gal Cross Slope, % (elevation measures) 3.1% 1.1% 1.4% 1.4% 0.8% 2.7%2 Long. Grade, % (elevation measures) 0.8% 2.2% 4.2% 0.7% 2.0% 2.6%3 Thickness of pavement above PATB (elevation measures) ft 0.31 0.48 0.75 0.63 1.04 0.79 0.71 Thickness of pavement above PATB (elevation measures) in 3.8 5.8 9.0 7.5 12.5 9.58 2.1% 3.9% 8.5 Thickness of pavement above PATB (LTPP database) ft 0.31 0.34 0.74 0.53 1.22 1.57 0.65 Thickness of pavement above PATB (LTPP database) in 3.7 4.1 8.9 6.4 14.6 18.8 7.8 Thickness of PATB (LTPP database) ft 0.36 0.36 0.33 0.37 0.34 0.28 0.33 Thickness of PATB (LTPP database) in 4.3 4.3 4.0 4.4 4.1 3.4 3.9 Hpavt, ft 0.31 0.48 0.75 0.63 1.04 0.79 0.71 Hpatb, ft 0.36 0.36 0.33 0.37 0.34 0.28 0.33 Q, ft^3/day 1,231 2,597 2,462 1,731 3,155 596 1,385 dh, ft 0.80 0.89 1.15 1.08 1.43 1.20 1.14 L, ft 4.0 4.3 4.3 6.0 5.3 4.7 5.0 I, ft/ft 0.20 0.21 0.26 0.18 0.27 0.26 0.23 Assumed width of flow plume, ft 3 3 3 3 3 3 3 A, ft^2 1.075 1.075 1 1.1 1.025 0.85 0.975 k, fpd 5,756 11,568 9,311 8,784 11,519 2,728 6,244 Table B.16. Permeability Calculations, Virginia SPS-1.
150 Date: 06/09/03 06/09/03 06/09/03 06/09/03 06/09/03 06/09/03 SHRP Site ID: 550123 550124 550119 550121 550120 550122 Core Hole Test Station 5 + 09 - 0 + 25 - 0 + 46 - 0 + 2.5 5 + 03 5 + 36 GPS Coordinates: N 40.87082o N 40.87108o N 40.87308o N 40.87458o N 40.87691o N 40.87908o W 89.29446o W 89.29486o W 89.29747o W 89.29952o W 89.30287o W 89.30700o Cross Slope, %: 1.0 2.0 1.7 1.6 3.1 Long. Grade, %: 0.6 0.9 1.1 1.0 0.3 4.2 0.4 Distance Measures, ft Core to Edge: 4.5 5.0 5.5 5.5 17.5 17.8 Core to Outlet: 54.5 7.0 10.5 4.0 206.0 17.7 Edge to Outlet: 22.0 22.0 21.0 22.0 22.0 20.0 Elevation Readings, ft Top of Pavt at Core: 1.75 1.75 1.79 1.81 2.08 2.38 Top of PATB after Coring: 3.04 3.33 2.42 2.19 2.48 3.17 Edge of Pavt: 1.85 2.85 1.90 1.94 2.63 2.96 Edge at Outlet: 2.17 2.92 2.02 1.98 3.54 3.04 Outlet: 5.67 5.50 4.77 4.77 6.54 6.04 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 3.5 8 10 8 Time to First Outflow (min:sec) n.a. 10:56 n.a. 4:41 22:30 12:55 Cumulative Inflow to Tracer Input (gal) 20 @ 2:07 15 @ 1:31 10 2 2:53 15 @ 1:45 20 @ 1:55 15 @ 1:40 Time to Tracer Outflow (min:sec) n.a. 11:25 n.a. 5:06 25:00 12:55 Maximum Inflow Rate (gal/min) 15.3 14.8 3.5 12 12.8 13.7 Water Inflow Stopped: Stop @ 130 gal Stop @ 94 gal Stop @ 100 gal Stop @ 43 gal Stop @ 225 gal Stop @ 107 gal Cross Slope, % (elevation measures) 2.3% 22.1% 1.9% 2.3% 3.1% 3.3% Long. Grade, % (elevation measures) 0.6% 0.9% 1.2% 1.0% 0.4% Thickness of pavement above PATB (elevation measures) ft 1.29 1.58 0.63 0.38 0.40 0.79 Thickness of pavement above PATB (elevation measures) in 15.5 19.0 7.5 4.5 4.8 9.5 Thickness of pavement above PATB (LTPP database) ft 1.24 1.57 0.55 0.35 0.33 0.78 Thickness of pavement above PATB (LTPP database) in 14.9 18.8 6.6 4.2 3.9 9.3 Thickness of PATB (LTPP database) ft 0.36 0.28 0.28 0.35 0.40 0.41 Thickness of PATB (LTPP database) in 4.3 3.3 3.4 4.2 4.8 0.5% 4.9 Hpavt, ft 1.29 1.58 0.63 0.38 0.40 0.79 Hpatb, ft 0.36 0.28 0.28 0.35 0.40 0.41 Q, ft^3/day 2,943 2,847 673 2,308 2,462 2,635 dh, ft 1.75 2.96 1.01 0.85 1.34 1.78 L, ft 4.5 5.0 5.5 5.5 17.5 17.8 I, ft/ft 0.39 0.59 0.18 0.15 0.08 0.10 Assumed width of flow plume, ft 3 3 3 3 3 3 A, ft^2 1.075 0.825 0.85 1.05 1.2 1.225 k, fpd 7,023 5,824 4,302 14,225 26,846 21,512 Table B.17. Permeability Calculations, Wisconsin SPS-1.
151 Date: 04/18/03 04/18/03 04/18/03 04/18/03 SHRP Site ID: 040221 040222 040223 040224 Core Hole Test Station 5 + 03 -0 + 04 - 0 + 03 - 0 + 03.5 GPS Coordinates: N 33o 26.802' N 33o 27.122' N 33o 26.909' N 33o 27.001' W 112o 42.644' W 112o 44.115' W 112o 43.174' W 112o 43.623' Cross Slope, %: 2.1 2.1 1.9 Long. Grade, %: 0.2 0.5 0.4 Distance Measures, ft Core to Edge: 7.5 6.0 5.6 2.0 0.1 8.0 Core to Outlet: 180.0 157.0 76.0 93.5 Edge to Outlet: 26.0 28.0 29.0 25.0 Elevation Readings, ft Top of Pavt at Core: 0.02 0.04 0.21 0.02 Top of PATB after Coring: 0.75 0.79 1.15 0.96 Edge of Pavt: Edge at Outlet: Outlet: 3.25 3.35 3.33 3.23 Infiltration Measures Steady State Infiltration Rate (gal/min) 10 8.19 10 10 Time to First Outflow (min:sec) n.a. n.a. n.a. 38:00 Cumulative Inflow to Tracer Input (gal) 100 410 100 170 Time to Tracer Outflow (min:sec) n.a. n.a. n.a. 45:00 Maximum Inflow Rate (gal/min) 13 14.64 14.74 14.49 Water Inflow Stopped: Cross Slope, % (elevation measures) -0.3% -0.7% -3.7% -0.3% Long. Grade, % (elevation measures) 0.0% 0.0% 0.0% Thickness of pavement above PATB (elevation measures) ft 0.73 0.75 0.94 0.94 Thickness of pavement above PATB (elevation measures) in 8.8 9.0 11.3 11.3 Thickness of pavement above PATB (LTPP database) ft 0.68 0.72 0.93 0.88 Thickness of pavement above PATB (LTPP database) in 8.1 8.6 11.1 10.6 Thickness of PATB (LTPP database) ft 0.35 0.33 0.34 0.37 Thickness of PATB (LTPP database) in 4.2 3.9 4.1 0.0% 4.4 Hpavt, ft 0.73 0.75 0.94 0.94 Hpatb, ft 0.35 0.33 0.34 0.37 Q, ft^3/day 2,501 2,816 2,835 2,787 dh, ft 1.06 1.03 1.07 1.28 L, ft 7.5 6.0 5.6 8.0 I, ft/ft 0.14 0.17 0.19 0.16 Assumed width of flow plume, ft 3 3 3 3 A, ft^2 1.05 0.975 1.025 1.1 k, fpd 16,877 16,771 14,423 15,795 Table B.18. Permeability Calculations, Arizona SPS-2.
152 Date: 12/18/02 12/18/02 12/18/02 12/18/02 12/18/02 SHRP Site ID: 050224 050223 050222 050222 050221 Core Hole Test Station 0 - 15 0 - 11 5 + 13.7 5 + 47.5 5 + 08 GPS Coordinates: N 34o 30.560' n.a. N 34o 31.170' n.a. N 34o 29.963' W 92o 41.861' n.a. W 92o 41.256' n.a. W 92o 42.300' Cross Slope, %: 1.8 1.2 1.3 1.5 1.4 Long. Grade, %: 1.6 1.5 3.0 2.9 0.6 Distance Measures, ft Core to Edge: 7.7 6.4 6.4 5.9 4.0 Core to Outlet: 27.8 287.0 158.0 16.2 14.0 Edge to Outlet: 29.0 33.0 20.8 21.6 23.0 Elevation Readings, ft Top of Pavt at Core: 2.34 0.94 0.32 1.80 3.03 Top of PATB after Coring: 3.30 1.86 1.08 2.56 3.73 Edge of Pavt: 2.46 0.98 0.38 1.86 3.08 Edge at Outlet: 2.86 5.35 4.22 2.28 3.13 Outlet: 7.53 10.68 7.14 6.13 6.74 Draindown Times, sec 30 - 25 gal 12.4 9.9 10.8 14 9.9 - 20 gal: 26.4 19.5 22.2 28.3 22.6 - 15 gal: 37.8 29.1 32 40.4 35.3 - 10 gal: 52.2 42.1 44.6 56.1 49.8 - 5 gal: 63.6 52.7 56.3 70.8 62 Outlet response Times, mm:ss Time to start outflow: 7:06 17:00 23:58 no flow 2:34 Table B.19. Permeability Calculations, Arkansas SPS-2. (Note: data are in different format because pilot testing was conducted at this site.).
153 Date: 07/15/03 07/15/03 07/15/03 07/15/03 07/15/03 SHRP Site ID: 060211 060210a 060210b 060212 060209 Core Hole Test Station 5 + 48 5 + 05 0 - 10 5 + 07 0 - 39 GPS Coordinates: N 37.41725o N 37.42094o N 37.41979o N 37.42441o N 37.42699o W 120.75968o W 120.76396o W 120.76257o W 120.76921o W 120.77211o Cross Slope, %: 1.6 1.0 1.2 1.7 1.9 Long. Grade, %: 0.2 0.5 0.3 0.4 0.3 Distance Measures, ft Core to Edge: 5.2 4.8 4.2 4.5 4.0 Core to Outlet: 8.0 18.7 102.0 5.0 4.0 Edge to Outlet: 36.0 39.0 39.0 29.0 42.0 Elevation Readings, ft Top of Pavt at Core: 1.85 2.13 2.06 1.79 1.77 Top of PATB after Coring: 2.85 2.92 2.79 2.81 2.44 Edge of Pavt: 1.96 2.08 2.08 2.85 1.85 Edge at Outlet: 1.98 2.17 2.42 2.90 1.90 Outlet: 8.54 7.79 8.00 7.92 10.04 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 3 Time to First Outflow (min:sec) 4:16 n.a. n.a. n.a. 28:00 Cumulative Inflow to Tracer Input (gal) 25 @ 2:12 15 @ 1:38 20 @ 2:10 15 @ 1:32 10 @ 3:10 Time to Tracer Outflow (min:sec) 5:29 n.a. n.a. n.a. n.a. Maximum Inflow Rate (gal/min) 15 11 15.7 16.2 3.1 Water Inflow Stopped: Stop @ 54 gal Stop @ 106 gal Stop @ 108 gal Stop @ 100 gal Stop @ 55 gal Cross Slope, % (elevation measures) 2.0% -0.9% 0.5% 23.6% 2.1% Long. Grade, % (elevation measures) 0.3% 0.4% 0.3% 0.8% Thickness of pavement above PATB (elevation measures) ft 1.00 0.79 0.73 1.02 0.67 Thickness of pavement above PATB (elevation measures) in 12.0 9.5 8.8 12.3 1.0% 8.0 Thickness of pavement above PATB (LTPP database) ft 1.01 0.72 0.72 0.93 0.70 Thickness of pavement above PATB (LTPP database) in 12.1 8.6 8.6 11.1 8.4 Thickness of PATB (LTPP database) ft 0.28 0.32 0.32 0.31 0.30 Thickness of PATB (LTPP database) in 3.4 3.8 3.8 3.7 3.6 Hpavt, ft 1.00 0.79 0.73 1.02 0.67 Hpatb, ft 0.28 0.32 0.32 0.31 0.30 Q, ft^3/day 2,885 2,116 3,020 3,116 596 dh, ft 1.39 1.07 1.07 2.39 1.05 L, ft 5.2 4.8 4.2 4.5 4.0 I, ft/ft 0.27 0.22 0.26 0.53 0.26 Assumed width of flow plume, ft 3 3 3 3 3 A, ft^2 0.85 0.95 0.95 0.925 0.9 k, fpd 12,640 10,092 12,418 6,339 2,524 Table B.20. Permeability Calculations, California SPS-2.
154 Date: 07/22/03 07/22/03 07/22/03 07/22/03 07/22/03 SHRP Site ID: 080224 080221a 080221b 080222 080223 Core Hole Test Station 5 + 59 0 - 46 5 + 54 5 + 17 0 - 46 GPS Coordinates: N 39.96853o N 39.94721o N 39.94854o N 39.94989o N 39.95019o W 104.76253o W 104.78096o W 104.77964o W 104.77815o W 104.77784o Cross Slope, %: 4.2 2.4 1.3 1.7 2.4 Long. Grade, %: 0.3 0.3 0.1 0.5 0.7 Distance Measures, ft Core to Edge: 8.8 6.5 6.0 7.0 6.0 Core to Outlet: 9.0 22.0 20.0 105.0 21.0 Edge to Outlet: 29.0 31.0 28.0 25.0 28.0 Elevation Readings, ft Top of Pavt at Core: 1.67 1.98 2.00 1.79 1.88 Top of PATB after Coring: 2.67 2.54 2.69 2.65 2.85 Edge of Pavt: 1.94 2.04 2.06 1.92 2.04 Edge at Outlet: 1.96 2.13 2.08 2.23 2.13 Outlet: 5.54 5.44 6.17 4.98 4.85 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 8 Time to First Outflow (min:sec) 27:30 22:17 16:16 n.a. Cumulative Inflow to Tracer Input (gal) 25 @ 2:25 20 @ 2:17 20 @ 2:16 20 @ 1:55 20 @ 1:52 Time to Tracer Outflow (min:sec) n.a. 22:17 20:00 n.a. Maximum Inflow Rate (gal/min) 17.3 11.5 11.4 16.4 24:30 24:30 16.8 Water Inflow Stopped: Stop @ 128 gal Stop @ 146 gal Stop @ 167 gal Stop @ 250 gal Stop @ 150 gal Cross Slope, % (elevation measures) 3.1% 1.0% 1.0% 1.8% Long. Grade, % (elevation measures) 0.2% 0.4% 0.1% 0.3% Thickness of pavement above PATB (elevation measures) ft 1.00 0.56 0.69 0.85 0.98 Thickness of pavement above PATB (elevation measures) in 12.0 6.8 8.3 10.3 Thickness of pavement above PATB (LTPP database) ft 0.97 0.69 0.69 0.71 0.98 Thickness of pavement above PATB (LTPP database) in 11.6 8.3 8.3 8.5 2.8% 0.4% 11.8 11.7 Thickness of PATB (LTPP database) ft 0.38 0.32 0.32 0.38 0.35 Thickness of PATB (LTPP database) in 4.6 3.8 3.8 4.5 4.2 Hpavt, ft 1.00 0.56 0.69 0.85 0.98 Hpatb, ft 0.38 0.32 0.32 0.38 0.35 Q, ft^3/day 3,328 2,212 2,193 3,155 3,232 dh, ft 1.65 0.94 1.07 1.35 1.50 L, ft 8.8 6.5 6.0 7.0 6.0 I, ft/ft 0.19 0.14 0.18 0.19 0.25 Assumed width of flow plume, ft 3 3 3 3 3 A, ft^2 1.15 0.95 0.95 1.125 1.05 k, fpd 15,452 16,073 12,984 14,495 12,345 Table B.21. Permeability Calculations, Colorado SPS-2.
155 Date: 08/13/03 08/13/03 08/13/03 08/13/03 SHRP Site ID: 100212 100210 100211 100209 Core Hole Test Station 0 - 13 0 - 12 n.a. 0 - 61 GPS Coordinates: N 38o 51.705' N 38o 51.482' n.a. N 38o 51.754' W 75o 26.367' W 75o 26.364' n.a. W 75o 26.357' Cross Slope, %: 1.9 1.1 n.a. 1.7 Long. Grade, %: 1.0 0.0 n.a. 0.3 Distance Measures, ft Core to Edge: 4.0 7.0 n.a. 5.8 Core to Outlet: 210.0 66.0 n.a. Edge to Outlet: 27.0 20.0 n.a. 14.5 26.0 Elevation Readings, ft Top of Pavt at Core: 1.83 2.02 n.a. 1.79 2.88 2.75 n.a. 2.54 1.92 2.10 n.a. 2.88 Top of PATB after Coring: Edge of Pavt: Edge at Outlet: 3.43 2.04 n.a. 2.88 Outlet: 7.78 4.75 n.a. 4.75 Infiltration Measures 10 10.8 n.a. 12.2 n.a. n.a. n.a. 7:18 20 @ 2:05 35 @ 3:10 n.a. 20 @ 1:40 n.a. n.a. n.a. 7:25 14 13 n.a. 13 Steady State Infiltration Rate (gal/min) Time to First Outflow (min:sec) Cumulative. Inflow to Tracer Input (gal) Time to Tracer Outflow (min:sec) Maximum Inflow Rate (gal/min) Water Inflow Stopped: Stop @ 132 gal Stop @ 133 gal n.a. Stop @ 92 gal Cross Slope, % (elevation measures) 2.1% 1.2% #VALUE! 18.8% Long. Grade, % (elevation measures) 0.7% -0.1% #VALUE! Thickness of pavement above PATB (elevation measures) ft 1.04 0.73 #VALUE! Thickness of pavement above PATB (elevation measures) in 12.5 8.8 #VALUE! 0.0% 0.75 9.0 Thickness of pavement above PATB (LTPP database) ft 1.03 0.69 0.98 0.68 Thickness of pavement above PATB (LTPP database) in 12.4 8.3 11.8 8.2 Thickness of PATB (LTPP database) ft 0.31 0.32 3.70 0.39 Thickness of PATB (LTPP database) in 3.7 3.8 3.9 Hpavt, ft 1.04 0.73 #VALUE! Hpatb, ft 0.31 0.32 3.70 0.39 Q, ft^3/day 2,693 2,501 #VALUE! 2,501 dh, ft 1.43 1.13 #VALUE! L, ft 4.0 7.0 n.a. 5.8 I, ft/ft 0.36 0.16 #VALUE! 4.7 0.75 2.23 0.39 Assumed width of flow plume, ft 3 3 3 3 A, ft^2 0.925 0.95 11.1 1.175 k, fpd 8,125 16,318 5,500 Table B.22. Permeability Calculations, Delaware SPS-2.
156 Date: 06/30/03 06/30/03 06/30/03 06/30/03 SHRP Site ID: 190221 190222 190223 190224 Core Hole Test Station - 1 - 02 0 - 24 0 - 99 5 + 11 GPS Coordinates: N 41.63077o N 41.63265o N 41.63518o N 41.63906o W 93.50128o W 93.50261o W 93.50426o W 93.50672o Cross Slope, %: 3.2 2.5 2.8 Long. Grade, %: 0.7 0.5 0.7 Distance Measures, ft Core to Edge: 4.3 4.6 4.8 2.2 2.4 5.3 Core to Outlet: 39.0 16.8 34.6 511.0 Edge to Outlet: 29.6 27.0 28.5 35.0 Elevation Readings, ft Top of Pavt at Core: 1.58 1.67 1.52 1.77 Top of PATB after Coring: 2.21 2.35 2.52 2.71 Edge of Pavt: 1.69 1.77 1.67 Edge at Outlet: 1.96 1.85 1.96 1.92 8.44 Outlet: 5.48 4.60 5.33 11.86 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 Time to First Outflow (min:sec) 5:14 5:00 3:00 40:00 Cumulative Inflow to Tracer Input (gal) 15 @ 1:32 15 @ 1:42 20 @ 2:00 20 @ 2:15 Time to Tracer Outflow (min:sec) 6:40 8:50 6:30 n.a. Maximum Inflow Rate (gal/min) 13 12 16 11 Water Inflow Stopped: Stop @ 58 gal Stop @ 73 gal Stop @ 57 gal Stop @ 250 gal Cross Slope, % (elevation measures) 2.5% 2.3% 3.0% Long. Grade, % (elevation measures) 0.7% 0.5% 0.8% Thickness of pavement above PATB (elevation measures) ft 0.63 0.69 1.00 0.94 Thickness of pavement above PATB (elevation measures) in 7.5 8.3 12.0 11.3 Thickness of pavement above PATB (LTPP database) ft 0.79 0.69 0.98 0.97 Thickness of pavement above PATB (LTPP database) in 9.5 8.3 11.7 11.6 Thickness of PATB (LTPP database) ft 0.33 0.28 0.29 0.41 Thickness of PATB (LTPP database) in 3.9 3.4 3.5 2.8% 1.3% 4.9 Hpavt, ft 0.63 0.69 1.00 0.94 Hpatb, ft 0.33 0.28 0.29 0.41 Q, ft^3/day 2,424 2,251 3,039 dh, ft 1.05 1.08 1.44 1.49 L, ft 4.3 4.6 4.8 2,174 5.3 I, ft/ft 0.25 0.23 0.30 0.28 Assumed width of flow plume, ft 3 3 3 3 A, ft^2 0.975 0.85 0.875 1.225 k, fpd 10,022 11,289 11,679 6,245 Table B.23. Permeability Calculations, Iowa SPS-2.
157 Date: 06/26/03 06/26/03 06/26/03 06/26/03 SHRP Site ID: 200212 200211 200210 200209 Core Hole Test Station 5 + 63 5 + 18 5 + 09 5 + 15 GPS Coordinates: N 38.99038o N 38.99018o N 38.98999o N 38.98998o W 96.99412o W 97.00347o W 97.01234o W 97.01445o Cross Slope, %: 1.3 1.3 1.4 Long. Grade, %: 0.1 0.6 1.8 Distance Measures, ft Core to Edge: 4.8 5.5 5.3 Core to Outlet: 22.7 66.5 63.0 Edge to Outlet: 24.7 35.0 33.2 1.6 0.3 6.1 9.9 30.0 Elevation Readings, ft Top of Pavt at Core: 1.88 1.60 1.17 1.90 Top of PATB after Coring: 2.69 2.54 1.92 2.69 Edge of Pavt: 1.98 1.71 1.23 2.00 Edge at Outlet: 1.98 1.90 2.52 2.00 Outlet: 4.79 6.40 6.92 6.15 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 Time to First Outflow (min:sec) 10:30 1:47 8:22 Cumulative. Inflow to Tracer Input (gal) 15 @ 1:45 15 @ 1:33 15 @ 1:21 15 @ 1:33 Time to Tracer Outflow (min:sec) 14:30 n.a. 8:22 Maximum Inflow Rate (gal/min) 11.5 15.8 15.5 Water Inflow Stopped: Stop @ 109 gal Stop @ 130 gal Stop @ 73 gal Stop @ 79 gal Cross Slope, % (elevation measures) 2.2% 1.9% 1.2% Long. Grade, % (elevation measures) 0.0% 0.3% 2.1% 7:30 9:30 15.3 1.7% 0.0% Thickness of pavement above PATB (elevation measures) ft 0.81 0.94 0.75 0.79 Thickness of pavement above PATB (elevation measures) in 9.8 11.3 9.0 9.5 Thickness of pavement above PATB (LTPP database) ft 0.91 0.93 0.69 0.71 Thickness of pavement above PATB (LTPP database) in 10.9 11.1 8.3 Thickness of PATB (LTPP database) ft 0.37 0.35 0.31 0.33 Thickness of PATB (LTPP database) in 4.4 4.2 3.7 Hpavt, ft 0.81 0.94 0.75 0.79 Hpatb, ft 0.37 0.35 0.31 0.33 Q, ft^3/day 2,212 3,039 2,982 2,943 dh, ft 1.28 1.39 1.12 1.22 L, ft 4.8 5.5 5.3 8.5 3.9 6.1 I, ft/ft 0.27 0.25 0.21 0.20 Assumed width of flow plume, ft 3 3 3 3 A, ft^2 1.1 1.05 0.925 0.975 k, fpd 7,443 11,439 15,098 15,041 Table B.24. Permeability Calculations, Kansas SPS-2.
158 Date: 10/21/03 10/21/03 10/21/03 10/21/03 SHRP Site ID: 260221 260224 260223 260259 Core Hole Test Station 0 - 13 0 - 43 5 + 60 5 + 20 GPS Coordinates: N 41o 45.418' N 41o 45.521' N 41o 46.716' N 41o 46.961' W 83o 41.665' W 83o 41.669' W 83o 41.722' W 83o 41.737' Cross Slope, %: 1.7 1.7 1.9 Long. Grade, %: 0.6 0.1 0.1 Distance Measures, ft Core to Edge: 6.0 6.0 5.7 Core to Outlet: 232.0 94.0 8.3 180.0 Edge to Outlet: 34.0 39.0 30.0 2.5 0.4 4.0 22.0 Elevation Readings, ft Top of Pavt at Core: 2.00 2.00 2.00 2.00 Top of PATB after Coring: 2.73 2.92 2.92 2.94 Edge of Pavt: 2.13 2.10 2.10 2.06 Edge at Outlet: 2.17 2.13 2.10 3.06 Outlet: 8.69 10.33 6.65 6.56 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 Time to First Outflow (min:sec) 27:00 14:00 2:15 11:43 Cumulative. Inflow to Tracer Input (gal) 20 @ 2:15 20 @ 2:15 20 @ 2:15 20 @ 2:10 Time to Tracer Outflow (min:sec) n.a. 15:40 3:30 13:10 Maximum Inflow Rate (gal/min) 12.2 14.5 14.7 Water Inflow Stopped: Stop @ 120 gal Stop @ 120 gal Stop @ 32 gal Stop @ 117 gal Cross Slope, % (elevation measures) 2.1% 1.7% 1.8% Long. Grade, % (elevation measures) 0.0% 0.0% 0.0% Thickness of pavement above PATB (elevation measures) ft 0.73 0.92 0.92 0.94 Thickness of pavement above PATB (elevation measures) in 8.8 11.0 11.0 Thickness of pavement above PATB (LTPP database) ft 0.68 0.93 0.92 0.93 Thickness of pavement above PATB (LTPP database) in 8.2 11.2 11.0 Thickness of PATB (LTPP database) ft 0.35 0.36 0.34 0.33 Thickness of PATB (LTPP database) in 4.2 4.3 4.1 14.6 1.6% 0.6% 11.3 11.2 4.0 Hpavt, ft 0.73 0.92 0.92 0.94 Hpatb, ft 0.35 0.36 0.34 0.33 Q, ft^3/day 2,347 2,789 2,828 2,808 dh, ft 1.20 1.38 1.36 1.33 L, ft 6.0 6.0 5.7 4.0 I, ft/ft 0.20 0.23 0.24 0.33 Assumed width of flow plume, ft 3 3 3 3 A, ft^2 1.05 1.075 1.025 1 k, fpd 11,136 11,288 11,473 8,425 Table B.25. Permeability Calculations, Michigan SPS-2.
159 Date: 10/28/03 10/28/03 10/29/03 SHRP Site ID: 320209 320211 320210 Core Hole Test Station 0 - 14 0 - 31 0 - 14 GPS Coordinates: N 40o 43.135' N 40o 42.727' N 40o 42.049' W 117o 01.733' W 117o 01.637' W 117o 00.772' Cross Slope, %: 1.6 1.4 1.8 Long. Grade, %: 0.2 0.1 0.2 Distance Measures, ft Core to Edge: 6.3 7.3 7.3 Core to Outlet: 204.0 26.0 75.0 Edge to Outlet: 22.0 19.0 19.0 Elevation Readings, ft Top of Pavt at Core: 2.00 1.98 1.96 Top of PATB after Coring: 2.73 2.85 2.69 Edge of Pavt: 2.08 2.08 2.08 Edge at Outlet: 2.54 2.13 2.13 Outlet: 4.71 4.60 4.67 Infiltration Measures Steady State Infiltration Rate (gal/min) 7.8 8 7.2 Time to First Outflow (min:sec) n.a. 16:30 Cumulative. Inflow to Tracer Input (gal) 15 @ 1:55 15 @ 1:56 20 @ 2:35 Time to Tracer Outflow (min:sec) n.a. 16:30 Maximum Inflow Rate (gal/min) 7.8 9.8 7.2 Water Inflow Stopped: Stop @ 161 gal Stop @ 125 gal Stop @ 110 gal Cross Slope, % (elevation measures) 1.3% 1.4% Long. Grade, % (elevation measures) 0.2% 0.2% Thickness of pavement above PATB (elevation measures) ft 0.73 0.88 0.73 Thickness of pavement above PATB (elevation measures) in 8.8 10.5 n.a. n.a. 1.7% 0.1% 8.8 Thickness of pavement above PATB (LTPP database) ft 0.74 0.94 0.84 Thickness of pavement above PATB (LTPP database) in 8.9 11.3 10.1 Thickness of PATB (LTPP database) ft 0.33 0.34 0.31 Thickness of PATB (LTPP database) in 4.0 4.1 3.7 Hpavt, ft 0.73 0.88 0.73 Hpatb, ft 0.33 0.34 0.31 Q, ft^3/day 1,500 1,885 1,385 dh, ft 1.15 1.32 1.16 L, ft 6.3 7.3 7.3 I, ft/ft 0.18 0.18 0.16 Assumed width of flow plume, ft 3 3 3 A, ft^2 1 1.025 0.925 k, fpd 8,289 10,095 9,441 Table B.26. Permeability Calculations, Nevada SPS-2.
160 Date: 11/05/03 11/05/03 11/05/03 11/05/03 SHRP Site ID: 370209 370210 370211 370212 Core Hole Test Station 3 + 32 0 + 94 0 - 232 0 - 168 GPS Coordinates: N 35o 51.590' N 35o 51.574' N 35o 50.901' N 35o 50.765' W 80o 16.136' W 80o 16.288' W 80o 16.710' W 80o 16.826' Cross Slope, %: 1.1 1.1 1.2 Long. Grade, %: 0.6 0.5 0.7 Distance Measures, ft Core to Edge: 5.5 5.3 6.6 Core to Outlet: 16.0 8.5 17.0 Edge to Outlet: 25.0 23.0 26.0 6.6 0.2 20.0 37.0 31.0 Elevation Readings, ft Top of Pavt at Core: 2.83 2.85 3.00 3.38 Top of PATB after Coring: 3.60 3.75 3.96 4.42 Edge of Pavt: 2.92 2.94 3.13 4.58 Edge at Outlet: 2.96 3.00 3.21 4.79 Outlet: 7.67 8.17 8.33 8.67 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 Time to First Outflow (min:sec) 7:46 n.a. 9:25 12:40 Cumulative. Inflow to Tracer Input (gal) 20 @ 1:55 20 @ 1:55 20 @ 2:10 25 @ 2:22 Time to Tracer Outflow (min:sec) 9:45 n.a. 10:45 12:50 Maximum Inflow Rate (gal/min) 17.6 17.5 17.4 Water Inflow Stopped: Stop @ 74 gal Stop @ 128 gal Stop @ 90 gal Stop @ 114 gal Cross Slope, % (elevation measures) 1.5% 1.6% 1.9% Long. Grade, % (elevation measures) 0.3% 0.7% 0.5% Thickness of pavement above PATB (elevation measures) ft 0.77 0.90 0.96 1.04 Thickness of pavement above PATB (elevation measures) in 9.3 10.8 11.5 17.5 6.0% 0.6% 12.5 Thickness of pavement above PATB (LTPP database) ft 0.72 0.76 0.95 0.91 Thickness of pavement above PATB (LTPP database) in 8.6 9.10 11.40 10.9 Thickness of PATB (LTPP database) ft 0.47 0.44 0.30 0.36 Thickness of PATB (LTPP database) in 5.6 5.3 3.6 4.3 Hpavt, ft 0.77 0.90 0.96 1.04 Hpatb, ft 0.47 0.44 0.30 0.36 Q, ft^3/day 3,385 3,366 3,347 3,366 dh, ft 1.32 1.42 1.38 2.61 L, ft 5.5 5.3 6.6 20.0 I, ft/ft 0.24 0.27 0.21 0.13 Assumed width of flow plume, ft 3 3 3 3 A, ft^2 1.4 1.325 0.9 1.075 k, fpd 10,069 9,387 17,698 24,010 Table B.27. Permeability Calculations, North Carolina SPS-2.
Date: 06/18/03 06/18/03 06/18/03 06/18/03 06/18/03 06/18/03 06/18/03 SHRP Site ID: 380223 380263 380264 380224 380221 380222 380259 Core Hole Test Station 6 + 19 - 1 + 13 - 0 + 6 6 + 80 5 + 03 - 0 + 04 - 0 + 03 GPS Coordinates: N 46.87649o N 46.87648o N 46.87651o N 46.87647o N 46.87646o N 46.87652o N 46.87649o W 97.16384o W 97.14888o W 97.14502o W 97.13886o W 97.13584o W 97.13525o W 97.13107o Cross Slope, %: 1.8 1.7 1.4 1.8 1.5 1.7 2.5 Long. Grade, %: 0.4 0.3 0.0 0.0 0.1 0.1 0.1 Distance Measures, ft Core to Edge: 6.1 5.9 6.5 5.5 6.8 5.3 6.4 Core to Outlet: 7.4 5.5 7.3 3.0 233.0 69.0 216.0 Edge to Outlet: 28.0 29.3 32.5 34.0 35.0 29.0 30.0 Elevation Readings, ft Top of Pavt at Core: 1.90 1.79 1.92 1.79 2.04 1.88 1.96 Top of PATB after Coring: 2.81 2.71 2.77 2.60 2.71 2.56 2.79 Edge of Pavt: 1.96 1.88 2.00 1.88 2.13 1.96 2.10 Edge at Outlet: 2.00 1.88 2.00 1.88 2.17 2.00 2.17 Outlet: 4.92 5.00 5.38 5.23 5.85 5.38 4.92 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 3 8 8 Time to First Outflow (min:sec) 6:10 3:30 11:00 7:08 n.a. 6:30 Cumulative. Inflow to Tracer Input (gal) 15 @ 1:39 15 @ 1:44 15 @ 1:30 15 @ 1:45 15 @ 4:44 15 @ 1:38 15 @ 1:45 Time to Tracer Outflow (min:sec) 6:52 5:20 14:00 14:00 n.a. 9:20 n.a. Maximum Inflow Rate (gal/min) 11.1 10.2 14.9 11.9 3.4 11.6 12.2 Water Inflow Stopped: Stop @ 59 gal Stop @ 46 gal Stop @ 125 gal Stop @ 114 gal Stop @ 61 gal Stop @ 80 gal Stop @ 125 gal Cross Slope, % (elevation measures) 1.0% 1.4% 1.3% 1.5% 1.2% 1.6% Long. Grade, % (elevation measures) 0.6% 0.0% 0.0% 0.0% 0.0% 0.1% n.a. 2.3% 0.0% Thickness of pavement above PATB (elevation measures) ft 0.92 0.92 0.85 0.81 0.67 0.69 0.83 Thickness of pavement above PATB (elevation measures) in 11.0 11.0 10.3 9.8 8.0 8.3 10.0 Thickness of pavement above PATB (LTPP database) ft 0.93 0.90 0.92 0.90 0.68 0.68 0.79 Thickness of pavement above PATB (LTPP database) in 11.1 10.8 11.0 10.8 8.1 8.2 9.5 Thickness of PATB (LTPP database) ft 0.34 0.32 0.33 0.33 0.37 0.32 0.33 Thickness of PATB (LTPP database) in 4.1 3.8 3.9 4.0 4.4 3.8 3.9 Hpavt, ft 0.92 0.92 0.85 0.81 0.67 0.69 0.83 Hpatb, ft 0.34 0.32 0.33 0.33 0.37 0.32 0.33 Q, ft^3/day 2,135 1,962 2,866 2,289 654 2,231 2,347 dh, ft 1.32 1.32 1.26 1.23 1.12 1.09 1.30 L, ft 6.1 5.9 6.5 5.5 6.8 5.3 6.4 I, ft/ft 0.22 0.22 0.19 0.22 0.17 0.20 0.20 Assumed width of flow plume, ft 3 3 3 3 3 3 3 A, ft^2 1.025 0.95 0.975 1 1.1 0.95 0.975 k, fpd 9,594 9,281 15,134 10,242 3,594 11,519 11,842 Table B.28. Permeability Calculations, North Dakota SPS-2.
Date: 06/06/03 06/06/03 06/06/03 06/06/03 06/06/03 06/06/03 06/06/03 SHRP Site ID: 390212 390210a 390210b 390260 390209 390261 390265 Core Hole Test Station 6 + 00 3.8 5 + 44 - 0 + 59 5 + 66 6 + 18 5 + 94 GPS Coordinates: N 40o 23.487' N 40o 25.539' N 40o 23.635' N 40o 23.662' N 40o 24.409' N 40o 24.535' N 40o 24.839' W 83o 04.425' W 83o 04.428' W 83o 04.433' W 83o 04.429' W 83o 04.443' W 83o 04.441' W 83o 04.445' Cross Slope, %: 1.7 1.5 1.6 2.1 1.5 1.2 2.0 Long. Grade, %: 0.2 0.5 0.3 0.7 0.1 0.1 0.4 Distance Measures, ft Core to Edge: 4.9 3.8 5.5 4.3 3.2 4.5 3.8 Core to Outlet: 0.0 6.8 6.3 10.5 5.8 7.3 Edge to Outlet: 24.0 25.0 21.3 21.0 23.2 24.0 9.0 24.6 Elevation Readings, ft Top of Pavt at Core: 1.79 1.94 2.02 1.83 2.04 1.98 2.00 Top of PATB after Coring: 2.71 2.65 2.75 2.85 2.77 2.94 2.96 Edge of Pavt: 1.85 1.98 2.08 1.94 2.08 2.02 2.06 Edge at Outlet: 1.85 2.00 2.10 2.00 2.08 2.04 2.08 Outlet: 6.17 5.83 6.29 6.21 6.46 5.33 6.42 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 8 8 8 Time to First Outflow (min:sec) 8:50 n.a. 16:00 12:00 20:00 n.a. n.a. Cumulative. Inflow to Tracer Input (gal) 15 @ 1:35 15 @ 1:33 15 @ 1:28 15 @ 1:37 15 @ 1:37 25 @ 2:54 15 @ 1:40 Time to Tracer Outflow (min:sec) 8:50 n.a. 16:00 12:00 n.a. n.a. Maximum Inflow Rate (gal/min) 16.4 16.2 15.9 15.8 15.9 11 15.5 Water Inflow Stopped: Stop @ 75 gal Stop @ 150 gal Stop @ 125 gal Stop @ 98 gal Stop @ 150 gal Cross Slope, % (elevation measures) 1.3% 1.1% 1.1% 2.5% 1.3% 0.9% Long. Grade, % (elevation measures) #DIV/0! 0.3% 0.3% 0.6% 0.0% 0.3% 0.2% Thickness of pavement above PATB (elevation measures) ft 0.92 0.71 0.73 1.02 0.73 0.96 0.96 Thickness of pavement above PATB (elevation measures) in 11.0 8.5 8.8 12.3 8.8 11.5 11.5 Thickness of pavement above PATB (LTPP database) ft 0.88 0.67 0.67 0.95 0.68 0.93 0.94 Thickness of pavement above PATB (LTPP database) in 10.6 8.0 8.0 11.4 8.1 11.1 n.a. 1.6% 11.3 Thickness of PATB (LTPP database) ft 0.37 0.34 0.34 0.33 0.33 0.35 0.32 Thickness of PATB (LTPP database) in 4.4 4.1 4.1 3.9 4.0 4.2 3.8 Hpavt, ft 0.92 0.71 0.73 1.02 0.73 0.96 0.96 Hpatb, ft 0.37 0.34 0.34 0.33 0.33 0.35 0.32 Q, ft^3/day 3,155 3,116 3,058 3,039 3,058 2,116 2,982 dh, ft 1.35 1.09 1.13 1.45 1.10 1.35 1.34 L, ft 4.9 3.8 5.5 4.3 3.2 4.5 3.8 I, ft/ft 0.27 0.29 0.21 0.34 0.35 0.30 0.35 Assumed width of flow plume, ft 3 3 3 3 3 3 4 A, ft^2 1.1 1.025 1.025 0.975 1 1.05 k, fpd 10,477 10,443 14,480 9,136 8,771 6,717 1.267 6,746 Table B.29. Permeability Calculations, Ohio SPS-2.
163 07/10/03 07/10/03 07/10/03 07/10/03 530210 530211 530209 530212 0 - 12 0 - 56 0 - 12 5 + 12 N 47.06129o N 47.06295o N 47.06497o N 47.06826o W 118.41225o W 118.41120o W 118.41036o W 118.40956o 3.3 2.9 2.9 0.3 0.3 0.8 3.3 0.3 19.5 17.0 18.0 16.5 86.5 21.5 89.0 126.0 32.5 33.0 37.0 39.5 2.06 2.25 2.06 2.08 2.83 3.29 2.94 3.08 2.67 2.77 2.65 2.58 2.92 2.85 2.92 2.88 6.79 7.83 6.83 6.75 8 8 8 8 n.a. 18:50 21:25 n.a. 15 @ 1:30 20 @ 1:58 20 @ 1:55 20 @ 2:06 n.a. 18:50 21:25 n.a. 16.4 17.2 17.2 Stop @ 152 gal Stop @ 143 gal Stop @ 185 gal Stop @ 165 gal 3.1% 3.1% 3.2% 0.3% 0.4% 0.3% 0.77 1.04 0.88 1.00 9.3 12.5 10.5 0.69 0.98 0.75 0.94 8.3 11.8 9.0 11.3 0.32 0.33 0.33 0.29 3.8 3.9 3.9 13.6 3.0% 0.2% 12.0 3.5 0.77 1.04 0.88 1.00 0.32 0.33 0.33 0.29 3,155 3,309 3,309 2,616 1.69 1.89 1.78 1.79 19.5 17.0 18.0 16.5 0.09 0.11 0.10 0.11 3 3 3 3 0.95 0.975 0.975 0.875 Date: SHRP Site ID: Core Hole Test Station GPS Coordinates: Cross Slope, %: Long. Grade, %: Distance Measures, ft Core to Edge: Core to Outlet: Edge to Outlet: Elevation Readings, ft Top of Pavt at Core: Top of PATB after Coring: Edge of Pavt: Edge at Outlet: Outlet: Infiltration Measures Steady State Infiltration Rate (gal/min) Time to First Outflow (min:sec) Cumulative Inflow to Tracer Input (gal) Time to Tracer Outflow (min:sec) Maximum Inflow Rate (gal/min) Water Inflow Stopped: Cross Slope, % (elevation measures) Long. Grade, % (elevation measures) Thickness of pavement above PATB (elevation measures) ft Thickness of pavement above PATB (elevation measures) in Thickness of pavement above PATB (LTPP database) ft Thickness of pavement above PATB (LTPP database) in Thickness of PATB (LTPP database) ft Thickness of PATB (LTPP database) in Hpavt, ft Hpatb, ft Q, ft^3/day dh, ft L, ft I, ft/ft Assumed width of flow plume, ft A, ft^2 k, fpd 38,278 30,563 34,251 27,534 Table B.30. Permeability Calculations, Washington SPS-2.
164 Date: 06/09/03 06/09/03 06/09/03 06/09/03 SHRP Site ID: 550221 550224 550223 550222 Core Hole Test Station - 0 + 97 - 0 + 72 5 + 11 5 + 41 GPS Coordinates: N 44.82809o N 44.82925o N 44.84517o N 44.84699o W 89.24541o W 89.24778o W 89.25979o W 89.26165o Cross Slope, %: 5.3 5.2 1.7 Long. Grade, %: 0.5 0.5 0.8 2.8 0.5 Distance Measures, ft Core to Edge: 4.8 4.8 18.5 18.7 Core to Outlet: 12.5 8.5 18.0 21.0 Edge to Outlet: 30.0 27.0 19.0 22.0 Elevation Readings, ft Top of Pavt at Core: 1.63 1.63 2.42 2.42 Top of PATB after Coring: 2.40 2.63 3.44 3.21 Edge of Pavt: 1.88 1.85 2.94 2.92 Edge at Outlet: 1.94 1.90 3.00 2.96 Outlet: 6.73 6.75 5.85 5.79 Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 Time to First Outflow (min:sec) 3:49 3:30 13:12 14:50 Cumulative Inflow to Tracer Input (gal) 20 @ 2:20 20 @ 2:08 15 @ 1:42 20 @ 2:10 Time to Tracer Outflow (min:sec) 4:55 4:45 13:28 14:50 Maximum Inflow Rate (gal/min) 11.5 12.2 11.4 Water Inflow Stopped: Stop @ 42 gal Stop @ 45 gal Stop @ 112 gal Stop @ 125 gal Cross Slope, % (elevation measures) 5.3% 4.8% 2.8% Long. Grade, % (elevation measures) 0.5% 0.5% 0.3% Thickness of pavement above PATB (elevation measures) ft 0.77 1.00 1.02 0.79 Thickness of pavement above PATB (elevation measures) in 9.3 12.0 12.3 Thickness of pavement above PATB (LTPP database) ft 0.69 0.95 0.94 0.71 Thickness of pavement above PATB (LTPP database) in 8.3 11.4 11.3 Thickness of PATB (LTPP database) ft 0.31 0.26 0.35 0.33 Thickness of PATB (LTPP database) in 3.7 3.1 4.2 10.6 2.7% 0.2% 9.5 8.5 3.9 Hpavt, ft 0.77 1.00 1.02 0.79 Hpatb, ft 0.31 0.26 0.35 0.33 Q, ft^3/day 2,212 2,347 2,193 2,039 dh, ft 1.33 1.49 1.89 1.62 L, ft 4.8 4.8 18.5 18.7 I, ft/ft 0.28 0.31 0.10 0.09 Assumed width of flow plume, ft 3 3 3 3 A, ft^2 0.925 0.775 1.05 0.975 k, fpd 8,546 9,669 20,424 24,146 Table B.31. Permeability Calculations, Wisconsin SPS-2.
165 Date: 06/17/03 06/17/03 06/17/03 06/17/03 06/17/03 SHRP Site ID: MnRoad10 MnRoad9 MnRoad8 MnRoad7 MnRoad12 Core Hole Test Station 4 + 90 5 + 06 5 + 05 5 + 05 n.a. GPS Coordinates: N 45.26502o N 45.26837o N 45.26926o N 45.27013o W 93.71578o W 93.72188o W 93.72354o W 93.72514o n.a. n.a. Cross Slope, %: 1.2 1.3 2.1 1.6 n.a. Long. Grade, %: 0.1 0.2 0.3 0.6 n.a. Distance Measures, ft Core to Edge: 5.4 3.7 6.0 4.3 n.a. Core to Outlet: 12.0 8.3 18.0 13.0 n.a. Edge to Outlet: 21.5 21.0 21.7 20.0 n.a. Elevation Readings, ft Top of Pavt at Core: 1.79 1.88 1.88 1.81 n.a. Top of PATB after Coring: 1.65 2.54 2.58 2.46 n.a. Edge of Pavt: 1.85 1.98 2.00 1.88 n.a. Edge at Outlet: 1.90 1.98 2.02 1.96 n.a. Outlet: 4.60 4.17 4.21 4.10 n.a. n.a. Infiltration Measures Steady State Infiltration Rate (gal/min) 8 8 8 8 Time to First Outflow (min:sec) 3:23 5:25 5:19 6:33 n.a. Cumulative Inflow to Tracer Input (gal) 15 @ 1:47 15 @ 1:47 15 @ 1:29 15 @ 1:38 n.a. Time to Tracer Outflow (min:sec) 6:50 8:40 8:20 9:00 n.a. Maximum Inflow Rate (gal/min) 12.5 13 14.4 12 n.a. Water Inflow Stopped: Stop @ 41 gal Stop @ 56 gal Stop @ 72 gal Stop @ 72 gal n.a. n.a. Cross Slope, % (elevation measures) 1.2% 2.8% 2.1% 1.4% #VALUE! Long. Grade, % (elevation measures) 0.3% 0.0% 0.1% 0.6% #VALUE! Thickness of pavement above PATB (elevation measures) ft -0.15 0.67 0.71 0.65 #VALUE! Thickness of pavement above PATB (elevation measures) in -1.8 8.0 8.5 7.8 #VALUE! Thickness of pavement above PATB (LTPP database) ft 0.00 Thickness of pavement above PATB (LTPP database) in Thickness of PATB (LTPP database) ft 0.00 Thickness of PATB (LTPP database) in Hpavt, ft 0.67 0.67 0.71 0.65 #VALUE! Hpatb, ft 0.33 0.33 0.33 0.33 0.00 Q, ft^3/day 2,404 2,501 2,770 2,308 #VALUE! dh, ft 1.06 1.10 1.16 1.04 #VALUE! L, ft 5.4 3.7 6.0 4.3 n.a. I, ft/ft 0.20 0.30 0.19 0.24 #VALUE! Assumed width of flow plume, ft 3 3 3 3 3 A, ft^2 0.99 0.99 0.99 0.99 0 k, fpd 12,382 8,413 14,430 9,731 #VALUE! Table B.32. Permeability Calculations, MnRoad.
