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s <br />Jk= &Tavis .3110 4-SF-06 <br />arewasse corlTaucroea SITE PREPARATION & DRAINAGE REV. 1 <br />SALT sAaa C"V. rrT STANDARD FORM <br />RUNOFF & SEDIMENT CALCULATIONS 9/80 <br />SHT. 7 OF 12 <br />DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME <br />AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS <br />PROJECT Wt :TE20 FUELS <br />DL—SEILAoo <br />/A,rJE <br />JOB NO. Ur— 34� <br />pornEr - hT /+Tio <br />2COO <br />Foe 0 Pcy- - EAL <br />POND NO. Del <br />BY . L- - ) ^ :�IIZI.'6 <br />Io H by <br />CHECKED BY <br />DATE <br />7. Ditch Velocity /Design 1JIJEfZ£ o J 71�U1E5 <br />A. Ditch Location (SeeSht._and Dwg. 1]- 'S4(o�L' 101 TAW 104 1 <br />mAl2 * Z4- 741ZO 2-1 <br />8, Ditch Characteristics: ..ii <br />'OIL V ClZA55 R QAp <br />1. Manning's No. = D.03 _ 0.04. <br />2. Slope= to UE %'T SF156 -. .. <br />3. Ditch cross-section (sketch + dimensions) - <br />f <br />1oTAL I0&P -rA OF f�I7cA IS 'D tO.3� CvUNCEC OP <br />j "f0 T14E })EAQEST }tom p uu T, <br />C. Design Discharge: cfs (See Section 6) C5EE p(ZEt/10U5 6AF - L'( <br />D. Computed Flow Velocity: St:E VEST 1HEeT� <br />(based on Olds) _ '4 A R 213 S 112 ) C <br />Depth D ft. <br />Area A ft. <br />Wetted Perimeter W ft. <br />Hydraulic Radius R ft. <br />Slope S ft. per ft. <br />Flow O ds <br />Uniform Flow Velocity = O/A ft. /see. <br />