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PERMFILE132678
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PERMFILE132678
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Last modified
8/24/2016 10:33:26 PM
Creation date
11/26/2007 12:23:25 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1996083A
IBM Index Class Name
Permit File
Doc Date
1/15/2002
Doc Name
pages Exh 8-1-Exh 8-80i
Section_Exhibit Name
Exhibit 08 Protection of the Hydrologic Balance
Media Type
D
Archive
Yes
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• <br />r1 <br />~J <br />• <br />V-Ditch Design <br /> Ditch Grade Minimum Grade Maximum Grade Peak <br /> Min Max De th Velocit De th Velocit Flow <br />" C10 5.0% 50.0% Tra ezoidal Channel C-Gulch 32.32 <br /> C11 7.0% 11.0% 0.40 4.0 0.37 4.7 0.93 <br /> C12 7.0% 12.0% 0.84 6.5 0.76 8.0 6.84 <br /> C13 7.0% 11.0% 0.40 4.0 0.37 4.7 0.86 <br />" C74 5.0% 50% Tra ezoid al Channel C-Gulch 34.50 <br /> C15 7.0°% 11.0% 0.38 3.8 0.35 4.6 0.75 <br /> C16 2.0% 5.0% 1.90 6.0 1.60 8.5 32.48 <br /> C17 7.0% 11.0% 0.46 4.4 0.42 5.1 1.33 <br />"` C18 33% 33% 0.68 12.3 0.68 12.3 8.25 <br />"' C19 25% 25% 0.21 4.9 0.21 4.9 0.29 <br /> C-20 7.0% 11.0% 0.40 4.0 0.37 4.7 0.93 <br /> C-21 7.0% 11.0% 0.34 3.6 0.31 4.2 0.59 <br /> C-22 7.0°~° 11.0% 0.91 6.9 0.84 8.2 8.37 <br /> C-23 7.0% 11.0% 0.94 7.0 0.87 8.4 9.13 <br /> C-24 40.0% 40.0% 0.61 12.6 0.61 15.5 6.84 <br />" Ri ra lined tra ezoida l channel i n C-Gulch -See a es 8-17 - 8-19 <br />"` Line w ith unnite or concrete to revent infiltration. <br /> <br />Ditch D1 Trapezoidal Channel -See page a-14 <br /> D2 2% 10% 1.51 5.1 1.12 9.4 17.58 <br /> E1 2% 2°I° 0.84 3.5 0.84 3.5 3.63 <br /> F1 2% 2% 0.46 2.3 0.46 2.3 0.70 <br /> F2 2% 2°I° 1.30 4.7 1.30 4.7 11.66 <br /> F3 2% 2% 1.91 6.0 1.91 6.0 32.67 <br /> G1 2% 2°f° 0.47 2.4 0.47 2.4 0.75 <br /> G2 2% 2% 0.22 1.4 0.22 1.4 0.10 <br />Ditch SAEt 7% 11% 0.18 2.3 0.17 2.8 0.11 <br /> SAE2 2% 2% 0.30 1.8 0.30 1.8 0.22 <br />Ditch FG1 30% 30% 0.21 5.4 0.21 5.4 0.33 <br />Ditch GVB1 28% 28% 0.16 4.3 0.16 4.3 0.16 <br /> GVB2 17% 17% 0.15 3.2 0.15 3.2 0.11 <br /> GV83 10% 10% 0.17 2.7 0.17 2.7 0.11 <br /> GVB4 47% 47% 0.20 6.5 0.20 6.5 0.35 <br /> GVB5 35% 35% 0.18 5.2 0.18 5.2 0.25 <br /> GVB6 15% 15% 0.20 3.7 0.20 3.7 0.20 <br />Berm alon coal stock ile ad - flow in ditches B 30, 31, 32 <br /> Hei th Velocit Hei th Velocit <br /> 1 % 2°% 1.00 2.8 0.87 3.6 4.00 <br />Berms Freeman Gulch <br /> 2% 4% 0.34 1.9 0.30 2.5 0.33 <br /> Provide ri ra unnite or concrete lined V-Ditch as <br /> necessa for erosion rotection. <br /> Ditches cut in rock will not re uire erosion rotection. <br />Flow de ih in feet does not include 0.3 feet freeboard. <br />PR-O6 EXH-8 - 29i - ia2r~oi <br />/j~~,PovE~ /~IS~o2 <br />
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