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vEW!.^,Na 2425 38T" <br /> PRECIPITATION 0.99 INCHES <br /> WATER QUALITY Event Summary: <br /> BasinlD Peak Q Peak T Peak Vol Area Method Raintype <br /> Event <br /> ---'— (cfs) (hrs) (� ac /Loss <br /> N'ATER QUAIITY 0.14 7.83 0423 0.65 SBUH/SCS TYPEIA 6 <br /> MONTH <br /> Drainage Area: WATER 4UALITY <br /> Hyd Method: SBUH Hyd Lass Method: SCS CN Number <br /> Peak Faclor. 484.J0 SCS Abs: 0.20 <br /> Stortn Dur 24.00 his <br /> Area CN TC <br /> Pervious 0.0000 dc 0.00 0.00 hrs <br /> Impervious 0.6500 ac 98.00 0.03 hrs <br /> Total 0.6500 ac <br /> Supporting Data: <br /> Impervious CN Uata: <br /> ASPHALT AREA 98,00 0.6500 ac <br /> :mpervious TC DaW: <br /> Flow type: Description: Lenglh: Slope: Coeff: Travel Time <br /> Sheet ASPHALT AREA 200.00 ft 4.00% 0.01 IO 1.97 min <br /> TC of 1.97 min < 5 min, program will use a tc of 5 min in computations. <br /> VOLUME WATER QUALITY NEED 1R43 C.F. � � _ �i" <br /> VOLUME DEAD STORAGE AVAILABLE 1880 C.F., THEREFORE O.K. r, � �'� t� � <br /> �' L� � . ;1�,. ;: <br /> I <br /> VOLUME PROVIDED I �; � �; . <br /> WEl'POND 30 X 10 X 2.5= 750 CF „ �.;:�-� J � ��'`` `�' I <br /> 4'FL'D PIPE AT 57'X 12.58/�F = 716 CF� • �Ro �H �i'�,� <br /> 0 � "�c� 9 <br /> CBS 2 &3 �22 VF AT 15.9/VF= 194 CF .� , P, • � <br /> �BS4 &56VFAT15.9NF =J5.4CF ✓ H � •;� <br /> � <br /> d _� 36"AT 7.08/LF =28 CF,. �� `� <br /> ���� �p �� <br /> STE G�' <br /> 11 f3 LF. 8'AT.785lLF = 92 CF✓ � �'` q I <br /> � <br /> CB 1 = 8 CF ✓ �xF,R�s 8!2l00 <br /> /8g3 �. F. <br />