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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 />POND 2 <br />Catch Basin 2 <br />Qin = 2.23 CFS @ 10.02 HRS, VOLUME= .24 AF <br />Qout= 2.21 CFS @ 10.03 HRS, VOLUME= .24 AF, ATTEN= 1%, LAG= .7 MIN <br />ELEVATION <br />AREA <br />INC.STOR <br />CUM.STOR <br />(FT) <br />(AC) <br />(AF) <br />(AF) <br />122.0 <br />0.00 <br />0.00 <br />0.00 <br />123.5 <br />.01 <br />.01 <br />.01 <br />STOR-IND METHOD <br />PEAK STORAGE = 0.00 AF <br />PEAK ELEVATION= 122.8 FT <br />FLOOD ELEVATION= 123.5 FT <br />START ELEVATION= 122.0 FT <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Tdet= 3.3 MIN (.24 AF) <br /># ROUTE INVERT OUTLET DEVICES <br />1 P 122.0' 18" CULVERT <br />n=.012 L=175' S=.331/' Ke=.9 Cc=.9 Cd=.47 <br />POND 2 INFLOW & OUTFLOW <br />Catch Basin 2 <br />2.2 <br />2.0- STOR-IND METHOD <br />PEAK STOR= 0.00 AF <br />1.6 PEAK ELEV= 122.8 FT <br />_ 1.6 Qin= 2.23 CFS <br />0 1.4 Qout= 2.21 CFS <br />`i LAG= .7 MIN <br />U 1.2 <br />3 <br />1.0 <br />o .8 <br />J <br />V_ .6- <br />.4 <br />.2 <br />0.0r M m m N r*i v in it m rn m <br />TIME (hours) <br />C7 <br />C] <br />