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4/ 2/90 Dodds Engineers, IncorPorated Page 1 <br />87127 SHELTER POINT APARTMENTS <br />2 YEAR 24 HOUR STORM ROUTING i=1.55in. <br />BY: Thom S. Kutrich, Dodds Engineers Inc. <br />LEVEL POOL TABLE SUMMARY <br />MATCH INFLOW ST DI <-PEAK--> STORAGE <br /><-------- DESCRIPTION --------- > (cfs) (cfs) id id <-STAGE) id VOL (cf) <br />SOUTH WETPOND ...... 0.53 0.53 1 3 446.01 2 4035.50 <br />NORTH POND ................... 0.68 0.68 2 6 440.00 12 3932.68 <br />HYDROGRAPH SUMMARY <br />PEAK <br />TIME <br />VOLUME <br />HYD <br />RUNOFF <br />OF <br />OF <br />Contrib <br />NUM <br />RATE <br />PEAK <br />HYDRO <br />Area <br />cfs <br />min. <br />cf-AcFt <br />Acres <br />1 <br />0.534 <br />480 <br />9106 <br />cf <br />2.65 <br />2 <br />0.083 <br />1140 <br />9040 <br />cf <br />2.65 <br />11 <br />0.678 <br />480 <br />10860 <br />cf <br />2.25 <br />12 <br />0.129 <br />790 <br />10859 <br />cf <br />2.25 <br />mix <br />q H <br />9 H !n <br />H � � <br />rAH <br />q] H <br />x <br />OH <br />�LCZ'lg <br />a H t HH <br />y <br />H <br />C]17 V2 <br />z F3 14 <br />HOv> <br />C3. <br />i <br />�1 <br />! UAw.;l <br />-7� INFLOW/Corr &N 5o m W E.T W N0 <br />YJJJ INrwWlouT-R m txreM WEIVIwD <br />I me <br />LAIN <br />%d lb. 12 <br />