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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 7 <br />Catch Basin 7 <br />Qin = 3.69 CFS @ 9.98 HRS, VOLUME= .37 AF <br />Qout= 3.67 CFS Q 9.99 HRS, VOLUME= .37 AF, ATTEN= 0%, LAG= .7 MIN <br />ELEVATION <br />AREA <br />INC.STOR <br />CUM.STOR <br />(FT) <br />(AC) <br />(AF) <br />(AF) <br />70.0 <br />0.00 <br />0.00 <br />0.00 <br />71.5 <br />.01 <br />.01 <br />.01 <br />STOR-IND METHOD <br />PEAK STORAGE = .01 AF <br />PEAK ELEVATION= 71.1 FT <br />FLOOD ELEVATION= 71.5 FT <br />START ELEVATION= 70.0 FT <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Tdet= 2.7 MIN (.37 AF) <br /># ROUTE INVERT OUTLET DEVICES <br />1 P 70.0' 18" CULVERT <br />n=.012 L=90' S=.6251/' Ke=.9 Cc=.9 Cd=.47 <br />POND 7 INFLOW & OUTFLOW <br />Catch Basin 7 <br />TIME Chour5) <br />3.6 <br />3.4 <br />STOR-IND <br />METHOD <br />3.2 <br />PEAK STOR= <br />.01 <br />AF <br />3.0 <br />PEAK ELEU= <br />71.1 <br />FT <br />2.8 <br />_ <br />2.6 <br />2.4 <br />Qin= 3.69 <br />CFS <br />L,- <br />2.2 <br />Qout= 3.67 <br />CFS <br />U <br />2.0 <br />LAG= <br />.7 <br />MIN <br />1.8 <br />1.6 <br />O <br />1.4 <br />J <br />1.2 <br />LL <br />1.0 <br />.8 <br />.6 <br />.4 <br />.2 <br />0.0^ <br />cv rn m <br />- cv in m <br />rn <br />m <br />TIME Chour5) <br />