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r . � <br /> � Stormwarer Site Plan jor Nor�lnvest Animal Care May 29,I001 <br /> Psrvbus TC Data: <br /> I Flow type: Descriptfon: Length: Siopb: Coeff: Travel Time • <br /> Sheet Over pasture 300.00 ft 2.30% 02400 48.89 min <br /> Drainage Area: DV <br /> I Hyd Method: SBUH Hyd Loss Method: SCS CN Number <br /> Peak Factor. 484.00 SCS Abs: 0.20 <br /> I Storm Dur: 24.00 hra Intv: 10.00 min <br /> Area CN TC <br /> Pervious 0.5800 ac 88.04 0.08 hrs <br /> Impervious 0.4300 ac 98.00 0.02 hrs <br /> Total 0.9900 ac <br /> SuppoRiny Dw: <br /> Pervious CN Dats: <br /> I Landecaping 88.00 0.5400 ac <br /> Graval 89.00 0.0200 ac <br /> Impsrvious CN Data: <br /> Roof 8 paving 98.00 0.4300 ac <br /> Pervious TC Data: <br /> I Flow type: Description: Longth: Sbpe: Coeif: Travel Time <br /> Fixed None Entered 0.00 ft 0.00% S.U000 5.00 min <br /> Impervious TC Data: <br /> �_ Flow type: Descriptlon: Length: Slope: Coeff: Travei Time <br /> Fixed None Entered 0.00 ft 0.00°k 1.0000 1.00 min <br /> �- Node ID: VAULT <br /> Desc: Detention Vault <br /> I Start EI: 72.0000 ft Max EI: 80.0000 ft <br /> Contrib Basin: Contrib Hyd: <br /> Length Width Void Ratio <br /> � 49.5000 ft 15.0000 ft 100.00 <br /> I Control Structure ID: Orif-Muldple Orifice Structure <br /> Descrip: Multiple Orifice <br /> Start EI Max EI Increment <br /> 72.OU00 ft 80.0000 ft 0.10 <br /> I Orif Cceff: 0.62 Bottom EI: 70.00 ft <br /> Lowest Diam: 0.7000 in <br /> out to 2nd: 2.8000 ft Diam: 3.2000 in <br /> RLPCOMPUTE[RL]SUMMARY <br /> 2 yr Match Q: 0.0228 cfs Peak Out Q: 0.0221 ds-Peak Stg: 74.77 ft-AcGve Vol: 2053.43 cf <br /> 10 yr Match Q: 0.1214 cfs Peak Out Q: 0.0945 cfs-Peak Stg: 74.87 ft-Active Vol: 2128.71 cf <br /> 100 yr Match Q: 0.2517 cfs Peak Out Q: 0.2518 cis-Peak Stg: 75.47 ft-Active Vol: 2575.11 cf <br /> 6 mo Match o: 0.0116 cfs Peak Out Q: 0.0145 cis-Peak Stg:73.19 ft-Active Vol: 881.54 cf <br /> � <br /> I <br /> Mge 12 <br /> I �� <br />