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<br />SEDIMENT CONTROL DESIGN <br />CARBON JUNCTION MINE <br />OARRIDGE ENERGY, INC. <br />• <br />NAME OF BTRUCTURE: West Collection Ditch <br />TYPE OF STRUCTURE: Disturbed runoff collection. <br />LOCATION: West of fill and topsoil pile No. 2. <br />BTORM TYPE: 10 yr. 24 hr. event. <br />BABIC DATA <br />1. PRECIPITATION EVENT: <br />2. WEIGHTED SOILS COMPLEX NO: <br />3. LENGTH: <br />4. AREA: <br />5. SLOPE: <br />6. HYDRAULIC LENGTH: <br />7. RUNOFF: <br />8. TIME CONCENTRATION, HOUR <br />9. PEAK DISCHARGE PER UNIT: <br />10. TOTAL PEAK DISCHARGE: <br />STRUCTURE DESIGN <br />1. LENGTH: <br />2. WIDTH: <br />3. HEIGHT: <br />4. FLOW DEPTH AT PEAK DISCHARGE: <br />5. SAFETY FACTOR, BOTTOM: <br />6. SAFETY FACTOR, SIDES: <br />7. WALL SLOPE: <br />8. VELOCITY: <br />9. D/50: <br />10. VOLUME: <br />11. DIAMETER: <br />12. TIME OF DETENTION: <br />13. DESIGN: <br />2.25 in. <br />88 <br />1300 ft. <br />0.03 <br />3$ <br />1300 ft. <br />1.17 in. <br />.Ofi5 <br />1000 cfs/in/sgmi. <br />36.56 <br />1300 ft. <br />n/a <br />1V:3H <br />1.45 ft. <br />n/a <br />n/a <br />1V:3H <br />8.59 fps <br />n/a <br />n/a <br />n/a <br />n/a <br />2.0 ft. <br />DESIGN: Ditch 2.0 feet deep with 1V:3H side slopes. <br />• <br />