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_ <br /> SUBJECT: Foothill Sanitary STORM DESIGN SHEET Job No. Sheet 3 of <br /> Landfill County of San Joaquin Design—By--MT, , Date'-3/2—,T <br /> Department of Public Works Checked By Date <br /> Description: Total Q for Beginning Design Data: Assumed Time To Inlet= minutes <br /> Ditch G <br /> Point of Contrib. Runoff CA Sum CA Length Initial Inlet Time I(in/hr) Q cfs Slope Area of Computed <br /> Concentration Ac(A) Coef.(C) L(feet) Velocity UVel from SumCAxl ft/ft Ditch Velocity <br /> (feet/sec) (minutes) curve (sq.ft.) ft/sec <br /> P.D.Area G <br /> Includes Areas: <br /> T 91.3 0.6 54.8 54.8 3400 2.00 48 1.1 60.26 0.025 <br /> G 14.8 0.6 8.9 63.7 1500 2.00 61 1.0 63.66 0.002 32.00 1.99 <br /> Total Q in Perimeter Ditch G 63.66 cubic feet per second <br /> P.D.=Perimeter Ditch <br />