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4. SEDIMENT YIELDS <br /> • a. Soil Losses derived by Universal Soil Less Equation <br /> Soil Loss A = RKLS CP tons/acre Ref: SCS Tech Note 50 <br /> - F A C T 0 R S - <br /> Drainage Soil Length Control Annual Sediment- <br /> Area Rainfall Erodability Slope Practice Losses-Factor A <br /> R K LS CPtons/acre AF/acre 1 / <br /> Pad 1 40 .42 3.50 1 58.8 0.0390 <br /> Pad 2 40 .40 0.66 1 10.5 0.0069 <br /> Pad 3 40 .40 0.43 1 6.9 0.0045 <br /> Pad 4 40 .40 0.28 1. 4.5 0.0030 <br /> Density 70 pcf <br /> 1 ton/acre * 1 * acre * 2000 lbs = 0.000656 ac/ft <br /> 70 pcf 43560 ft2 1 ton acre <br /> b. Soil Erodability <br /> Observed general soil conditions as follows: <br /> A11 Pad Areas / Slopes <br /> 1) %Gravelly to stoney rock fragment 30 to 80 30 to 50% <br /> 2) % Clay silt-fine sand 50 60% <br /> 3) % Sand 20 20% <br /> 4) % Organic matter 0 1% <br /> 5) Soil Structure 4 1 to 2% <br /> 6) Permeability 6 3 to 4% <br /> 7) Soil Erodability 0.40 0.60 <br /> C. Estimated Annual Yield of Sediment Delivered To Ponds <br /> Sediment Estimated <br /> Drainage Unit Sediment Delivery Annual Sediment Yield <br /> Area Area Loss-Factor A Ratio <br /> (acres) (acre feet/acre) *1 ac.ft/acre otal ac.ft ! ft.) <br /> Pad 1 2.38 0.0390 0.8 0.0312 0.074 3220 <br /> Pad 2 0.75 0.0069 0.8 0.0055 0.004 174 <br /> Pad 3 0.44 0.0045 0.7 0.0032 0.0014 61 <br /> Pad 4 1.14 0.0030 0.7 0.0021 0_0024 105 <br /> • TOTAL 0.0818 .c- f t <br /> *1 Estimated Sediment Delivery Ratio for Bare Ground <br /> Steep Slopes - 90% of Gross Erosion is Sediment Yield <br /> Flat Pads - 701'. of Gross Erosion is Sediment Yield <br /> -4- <br /> 38 <br />