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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 />0 POND 13 <br />Catch Basin 13 flows to Sediment Pond <br />Qin = 13.54 CFS @ 9.99 HRS, VOLUME= 1.42 AF <br />Qout= 13.52 CFS @ 10.00 HRS, VOLUME= 1.42 AF, ATTEN= 0%, LAG= .3 MIN <br />ELEVATION <br />AREA <br />INC.STOR <br />CUM.STOR <br />(FT) <br />(AC) <br />(AF) <br />(AF) <br />30.9 <br />0.00 <br />0.00 <br />0.00 <br />32.9 <br />.01 <br />.01 <br />.01 <br />STOR-IND METHOD <br />PEAK STORAGE = .01 AF <br />PEAK ELEVATION= 32.7 FT <br />FLOOD ELEVATION= 32.9 FT <br />START ELEVATION= 30.9 FT <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Tdet= 1.2 MIN (1.42 AF) <br /># ROUTE INVERT OUTLET DEVICES <br />1 P 30.9' 24" CULVERT <br />n=.012 L=985' S=.0051/' Ke=.5 Cc=.9 Cd=.6 <br />4- <br />U <br />v <br />3 <br />0 <br />J <br />tl <br />POND 13 INFLOW & OUTFLOW <br />Catch Basin 13 flows to Sediment Pond <br />13- <br />12- STOR-IND METHOD <br />PEAK STOR= .01 AF <br />11 PEAK ELEV= 32.7 FT <br />10- <br />9- Qin= 13.54 CFS <br />B Gout= 13.52 CFS <br />LAG= .3 MIN <br />7 <br />6 <br />5- <br />4 <br />3 <br />2 <br />i <br />01 m m ® - cv v in t it m m m <br />N <br />TIME (hours) <br />