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Data for Forward Landfill (East), Stockton, CA <br />100 -yr Storm: TYPE 124 -HOUR RAINFALL= 3.36 IN <br />Prepared by GeoSyntec Consultants 23 Sep 99 <br />HydroCAD 5.11 000939 (c) 1986-1999 Applied Microcomputer Systems <br />POND 9 Catch Basin 9 <br />Qin = 1.10 <br />CFS Q <br />9.97 HRS, <br />VOLUME= .11 AF <br />Qout= 1.08 <br />CFS @ <br />9.98 HRS, <br />VOLUME= .11 AF, <br />ATTEN= lo, LAG= <br />.9 MIN <br />ELEVATION <br />AREA <br />INC.STOR <br />CUM.STOR <br />STOR-IND METHOD <br />(FT) <br />(AC) <br />(AF) <br />(AF) <br />PEAK STORAGE = <br />0.00 <br />AF <br />79.0 <br />0.00 <br />0.00 <br />0.00 <br />PEAK ELEVATION= <br />79.5 <br />FT <br />80.5 <br />.01 <br />.01 <br />.01 <br />FLOOD ELEVATION= <br />80.5 <br />FT <br />START ELEVATION= <br />79.0 <br />FT <br />SPAN= 7-20 HRS, dt=.03 <br />HRS <br />Tdet= 4.8 MIN (.il <br />AF) <br /># ROUTE INVERT <br />OUTLET <br />DEVICES <br />1 P 79.0' <br />18" CULVERT <br />/ <br />n=.012 L=110' S=.51/' Ke=.9 <br />Cc=.9 Cd=.47 <br />POND 9 INFLOW & OUTFLOW <br />Catch Basin 9 <br />1.1 <br />1 0 STOR-IND METHOD <br />PEAK STOR= 0.00 AF <br />.9 PEAK ELEV= 79.5 FT <br />.8 <br />Qin= 1.10 CFS <br />o .7 Gout= 1.08 CFS <br />U 6 LAG= .9 MIN <br />v <br />5 <br />3 <br />O .q <br />J <br />LL- .3 <br />.2 <br />1 <br />0.0� N v in 0 1 CD m m <br />TIME (hours) <br />