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UPSTREAM ANALYSIS _ <br /> Upstream Event Summary: <br /> BasinlD Peak Q Peak T Peak Voi Area Method Raintype Event <br /> ----- (cfs) (hrs) (ac-ft) ac /Loss <br /> Upstream 8.01 8.00 3.1631 13.61 SBUHISCS TYPEIA 100 yr <br /> Drainage Area: Upstream <br /> Hyd Method: SBUH Hyd Loss Method: SCS CN Number <br /> Peak Fador. 484.00 SCS Abs: 0.20 <br /> Storm Dur 24.00 hrs <br /> Area CN TC <br /> Pervious 2.73D0 ac 86.00 0.63 hrs <br /> Impervious 10.8800 ac 98.00 0.21 hrs <br /> Total 13.6100 ac <br /> Supporting Data: <br /> Pervfous CN Data: <br /> Existing 86.00 2.7300 ac <br /> Impervious CN Data: <br /> Urban -60°h 98.00 10.8800 ac <br /> Pervious TC Data: <br /> Flow type: Desc�iption: Length: Slope: Coeff: Travel Time <br /> Sheet None Entered 300.00 ft 3.00°h 0.1500 28.83 min <br /> Shatlow None Entered 200.00 ft 2.00°h 9.0000 2.62 min <br /> Channel None Entered 1050.00 ft 1.00°� 27.0000 6.48 min <br /> Impervious TC Data: <br /> Flow type: Description: Length� Slope: Coeff: Travel Time <br /> Channel None Entered 450.00 ft 0.50% 42.0000 2.53 min <br /> Channel None Entered 1050.00 ft 1.00°� 17.0000 10.29 min <br /> Tubbs & Duesenberg Apartments Page 7 <br /> Drainage Repori <br />