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Data for Forward Landfill (South), Stockton, CA <br />100 -yr storm: TYPE I 24-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 />9 POND 1 <br />C <br />C <br />Catch Basin 1 <br />Qin = .51 CFS @ 9.99 HRS, VOLUME= .05 AF <br />Qout= .50 CFS @ 10.02 HRS, VOLUME= .05 AF, ATTEN= 2%, LAG= 1.3 MIN <br />ELEVATION <br />AREA <br />INC.STOR <br />CUM.STOR <br />(FT) <br />(AC) <br />(AF) <br />(AF) <br />152.0 <br />0.00 <br />0.00 <br />0.00 <br />153.5 <br />.01 <br />.01 <br />.01 <br />STOR-IND METHOD <br />PEAK STORAGE = 0.00 AF <br />PEAK ELEVATION= 152.3 FT <br />FLOOD ELEVATION= 153.5 FT <br />START ELEVATION= 152.0 FT <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Tdet= 6.4 MIN (.05 AF) <br /># ROUTE INVERT OUTLET DEVICES <br />1 P 152.0' 18" CULVERT <br />n=.012 L=100' S=.331/' Ke=.9 Cc=.9 Cd=.47 <br />POND 1 INFLOW & OUTFLOW <br />Catch Basin 1 <br />.50 <br />45 STOR-IND METHOD <br />PEAK STOR= 0.00 AF <br />.40 PEAK ELEV= 152.3 FT <br />.35 Din= .51 CFS <br />4 30 Gout= .50 CFS <br />U LAG= 1.3 MIN <br />.25- <br />0 20 <br />� 15 <br />10 <br />.05 <br />0.00^ <br />TIME Chour5) <br />