Laserfiche WebLink
King Coal Mine Culvert Capacities C-1981-035 TR -25 10/21/2015 <br />Culvert ID <br />Description <br />Material <br />Lin.Ft. <br />Diam.-In. <br />Required <br />Size - In. <br />Elev. In <br />Elev. Out <br />Drop <br />Slope <br />Manning's <br />"n" <br />Required <br />CFS <br />C-1 <br />Under C.R. 120 <br />CMP <br />82 <br />48 <br />42 <br />7202.50 <br />7200.33 <br />2.17 <br />2.65% <br />0.024 <br />85.86 <br />C-2 <br />Under Haul Road <br />CMP <br />48 <br />24 <br />12 <br />7215.94 <br />7214.70 <br />1.24 <br />2.58% <br />0.024 <br />4.38 <br />C-3 <br />Double Under Haul Road <br />CMP <br />49 <br />2 x 24 <br />36 <br />7229.95 <br />7227.78 <br />2.17 <br />4.43% <br />0.024 <br />24.17 <br />C -4A <br />Pond Emerg. Spillway -Top = 7233.64' <br />CMP <br />119 <br />24 <br />24 <br />7227.85 <br />7225.33 <br />2.52 <br />2.12%1 <br />0.024 <br />1.244 <br />C-413 <br />Pond Spillway -Top = 7232.73' <br />CMP <br />119 <br />24 <br />24 <br />7227.85 <br />7225.33 <br />2.52 <br />2.12% <br />0.024 <br />15.647 <br />C-5 <br />Under Haul Road <br />CMP <br />118 <br />24 <br />N/A <br />7241.37 <br />7238.74 <br />2.63 <br />2.23% <br />0.024 <br />N/A <br />C-6 <br />West Pond Inlet <br />CMP <br />99 <br />24 <br />18 <br />7238.74 <br />7236.60 <br />2.14 <br />2.16% <br />0.024 <br />10.94 <br />C-7 <br />Connection Structure to East Pond Inlet <br />ADS -SMOOTH <br />265 <br />24 <br />15 <br />7238.20 <br />7237.03 <br />1.17 <br />0.44% <br />0.015 <br />6.73 <br />C-8 <br />Screen Drop to Connection Structure <br />ADS -SMOOTH <br />60 <br />24 <br />12 <br />7239.60 <br />7238.30 <br />1.30 <br />2.17% <br />0.015 <br />4.65 <br />C-9 <br />Yard Drop to Connection Structure <br />ADS -SMOOTH <br />202 <br />24 <br />12 <br />7246.45 <br />7238.30 <br />8.15 <br />4.03% <br />0.015 <br />2.07 <br />C-10 <br />Substation Drop to Screen Drop <br />ADS -SMOOTH <br />167 <br />24 <br />15 <br />7243.07 <br />7241.00 <br />2.07 <br />1.24% <br />0.015 <br />4.06 <br />C-11 <br />Scale House to Ditch D <br />CMP <br />40 <br />16 <br />N/A <br />7247.50 <br />7243.72 <br />3.78 <br />9.45% <br />0.024 <br />0 <br />C-12 <br />Stacker 1 to Ditch D <br />CMP <br />74 <br />24 <br />18 <br />7245.16 <br />7241.69 <br />3.47 <br />4.69% <br />0.024 <br />9.39 <br />C-13 <br />Parking Lot to Stacker 1 <br />CMP <br />60 <br />18 <br />10 <br />7260.41 <br />7258.04 <br />2.37 <br />3.95% <br />0.024 <br />1.83 <br />C-14 <br />Upper Parking Lot to Lower Parking Lot <br />CMP <br />223 <br />16 <br />15 <br />7280.77 <br />7270.08 <br />10.69 <br />4.79% <br />0.024 <br />5.27 <br />C-15 <br />Under Belt Portal Road <br />CMP <br />40 <br />16 <br />12 <br />7284.22 <br />7282.10 <br />2.12 <br />5.30% <br />0.024 <br />2.76 <br />C-16 <br />3 -Sided Building <br />CMP <br />106 <br />16 <br />10 <br />7286.94 <br />7283.61 <br />3.33 <br />3.14% <br />0.024 <br />2.76 <br />C-17 <br />Shop to 3 -Sided Building <br />CMP <br />100 <br />18 <br />12 <br />7290.09 <br />7286.62 <br />3.47 <br />3.47% <br />0.024 <br />2.14 <br />C -17A <br />Basin 131 & B2 to ID 00 <br />HDPE <br />42 <br />12 <br />8 <br />7287.40 <br />7286.62 <br />0.78 <br />1.86% <br />0.024 <br />1.4 <br />C-18 <br />West Clearwater Shop Bypass <br />ADS -CORRUGATED <br />255 <br />24 <br />21 <br />7301.451 <br />7290.63 <br />10.82 <br />4.24% <br />0.011 <br />15.2 <br />C-19 <br />Pad 2 Culverts <br />CMP <br />20 <br />24_x2 1 <br />6 <br />17256.001 <br />7255.60 <br />1 0.40 <br />2.00% <br />0.024 <br />1.19 <br />C-20 <br />Belt Galley <br />CMP <br />8.5 <br />24 1 <br />0 <br />17306.001 <br />7305.80 <br />1 0.20 <br />2.35% <br />0.024 7r <br />0 <br />