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Data for Forward Landfill (South), Stockton, CA <br />100 -yr storm: TYPE 124 -HOUR RAINFALL= 3.36 IN <br />Prepared by GeoSyntec Consultants 9 Nov 99 <br />HydroCAD 5 00 000663 (c) 1986-1998 Applied Microcomputer Systems <br />Catch Basin 8 <br />Qin = 7.31 CFS @ 9.98 HRS, VOLUME= .74 AF <br />Qout= 7.30 CFS @ 9.99 HRS, VOLUME= .74 AF, ATTEN= 0W, LAG= .4 MIN <br />ELEVATION <br />AREA <br />INC.STOR <br />CUM.STOR <br />(FT) <br />(AC) <br />(AF) <br />(AF) <br />34.5 <br />0.00 <br />0.00 <br />0.00 <br />36.5 <br />.01 <br />.01 <br />.01 <br />STOR-IND METHOD <br />PEAK STORAGE = .01 AF <br />PEAK ELEVATION= 35.8 FT <br />FLOOD ELEVATION= 36.5 FT <br />START ELEVATION= 34.5 FT <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Tdet= 1.7 MIN (.74 AF) <br />ROUTE INVERT OUTLET DEVICES <br />1 P 34.5' 24" CULVERT <br />n=.012 L=395' S=.0051/' Ke=.5 Cc=.9 Cd=.6 <br />POND 8 INFLOW & OUTFLOW <br />Catch Basin 8 <br />7.0 STOR-IND METHOD <br />6.5 PEAK STOR= .01 AF <br />6.0 PEAK ELEU= 35.8 FT <br />5.5- <br />5.0- Qin= 7.31 CFS <br />Lo 4.5 Qout= 7.30 CFS <br />U 4.0 LAG= .4 MIN <br />3.5 <br />3 3.0 <br />0, 2.5 <br />V_ 2.0 <br />1.5 <br />1.0 <br />.5 <br />0.0^ M M m N m T to I 1, QJ E� m <br />TIME (hour5) <br />C� <br />1-3 <br />7 <br />