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El <br />ul <br />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 />POND 3 Catch Basin 3 <br />Qin = 4.11 CFS @ 10.00 HRS, VOLUME= .45 AF <br />Qout= 4.08 CFS @ 10.01 HRS, VOLUME= .45 AF, ATTEN= 1t, LAG= .7 MIN <br />ELEVATION <br />AREA <br />INC.STOR <br />CUM.STOR <br />(FT) <br />(AC) <br />(AF) <br />(AF) <br />69.0 <br />0.00 <br />0.00 <br />0.00 <br />70.5 <br />.01 <br />.01 <br />.01 <br />STOR-IND METHOD <br />PEAK STORAGE = .01 AF <br />PEAK ELEVATION= 70.1 FT <br />FLOOD ELEVATION= 70.5 FT <br />START ELEVATION= 69.0 FT <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Tdet= 2.5 MIN (.45 AF) <br /># ROUTE INVERT OUTLET DEVICES <br />1 P 69.0' 18" CULVERT <br />n=.012 L=95' S=.6251/' Ke=.9 Cc=.9 Cd=.47 <br />POND 3 INFLOW & OUTFLOW <br />Catch Basin 3 <br />4.0 <br />STOR-IND METHOD <br />3.5 PEAK STOR= .01 AF <br />PEAK ELEU= 70.1 FT <br />3.0 <br />Qin= 4.11 CFS <br />4- 2.5 Qout= 4.08 CFS <br />U LAG= .7 MIN <br />" 2.0 <br />3 <br />0 1.5 <br />J <br />L` 1.0 <br />.5- <br />0.0- <br />M <br />50.0M m m - N rn v in 0 r- W rn m <br />TIME (hours) <br />