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BASELINE ENGINEERING CORP. JOB NO co20108 <br />Land Use Planning. Civil Design. Consu ltants ' <br /> STANDARD FORM SF-3 <br /> Storm Drainage System Design (Rational Method Procedure) <br /> KONIG BORROW PIT <br />DESIGNED BY: CSR FILE: drainage calcs.wb3 <br />CHECKED BY: RAB <br />DATE: 13-Oct-70 <br /> 10 YEAR <br /> <br /> DIRECT RUNOFF TOTAL RUNOFF STREET PIPE TRAVEL TIME REMARKS <br />DP Basin Area Runoff I. CA I Q I. Sum (CA) I 0 Slope Flows Flows Slope Size Length Vel. It <br /> ac Coeff min ac in/hr CfS min ac in/hr CIS % cfs cfs % in ft fps min <br />01 Ot 6.29 0.19 40.91 1.20 2.25 2.71 <br />02 02 225 0.18 33.07 0.41 2.61 1.07 <br />03 03 0.92 0.23 22.63 0.21 3.16 0.68 <br />04 04 0.69 0.25 19.59 0.18 3.43 0.60 <br />100 YEAR <br /> <br /> DIRECT RUNOFF TOTAL RUNOFF STREET PIPE TRAVEL TIME REMARKS <br />DP Basin Area Runoff to CA I 0 I. Sum (CA) I 0 Slope Flows Flaws Slope Size Length Vel. 4 <br /> ac Coeff min ac in/hr CfS min ac in/hr CIS % cfs cfs % in ft fps min <br />Ot 01 629 0.38 40.91 2.41 3.54 8.53 <br />02 02 2.25 0.38 3107 0.85 4.15 3.51 <br />03 03 0.92 0.41 22.63 0.38 5.02 1.89 <br />04 04 0.69 0.43 19.59 0.30 5.42 1.60 <br />f