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Pervious TC Data: <br /> Flow type. Description: Length: Slope: Coeff. Travel Time <br /> Sheet Flow on Lawn 100.00 ft 2.00% 0.1500 14.06 min <br /> Channel Flow in Ditch 200.00 ft 0.50% 17.0000 2.77 min <br /> Drainage Area: Postdev <br /> Hyd Method: SSUH Hyd Loss Method: SCS CN Number <br /> Peak Factor. 484.00 SCS Abs: 0.20 <br /> Storm Our 24.00 hrs inty: 10.00 min <br /> Area CN TC <br /> Pervious 0.5900 ac 86.00 0.11 hrs <br /> Impervious 0.1500 ac 98.00 0.03 his <br /> Total 0.7400 ac <br /> Supporting Data: <br /> Pervious CM Data: <br /> Lawn 86.00 0.5900 ac <br /> Impervious CN Data: <br /> Pavement 98.00 0.1500 ac <br /> Pervious TC Data: <br /> Flow type: Description: Length: Slope: Coeff: Travel Time <br /> Sheet Flow on Lawn 40.00 ft 2.00%. 0.1500 6.76 min <br /> impervious TC Data: <br /> Flow type: Description: Length: Slope: Coeff Travel Time <br /> Sheet Asphalt Parking 25,00 ft 3.00% 0.0110 0.49 min <br /> Channel Pipe Flow ` 276.00 ft 1.00% 42.0000 1.10 min <br /> HYDUST SUMMARY <br /> [2 yr Out]' [10 yr Out] [100 yr Out] <br /> LSTEND <br /> HydD Peak Q Peak T Peak Vol Cont Area <br /> (cis] (his) (ac-ft) (ac} <br /> 2 yr out 0.03 11.8'r` 0.0425 0.7di7#! <br /> 10 env Out 0.1 8.33 0.078b 0.7400 <br /> loci rout 0.27 8,17 0.i300 0.7400 <br /> STORLUST <br /> [plpej <br /> LSTEND <br /> Node ID: Pipe <br /> Desc Detention <br /> Start El: 100.0000 ft Max El: 104.5000 ft <br /> Contrib Basin: Contrib Hyd: 13 <br /> Length Diam Slope UpNode OnNode Num <br /> p..: 50.00410 ft 4.0000 ft 1.00% 1 <br /> i Li <br /> Dac12l'01002'1'4~alculnricns'Pipe Rcpc 1 11/07J0 1 10•.49 AM <br />