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Data for Forward Landfill (East), Stockton, CA <br />100 -yr Storm: TYPE I 24-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 />0 POND 10 <br />C <br />Catch Basin 10 <br />Qin = .58 CFS @ 9.94 HRS, VOLUME= .05 AF <br />Qout= .55 CFS @ 9.97 HRS, VOLUME= .05 AF, ATTEN= 4%, LAG= 1.6 MIN <br />ELEVATION <br />AREA <br />INC.STOR <br />CUM.STOR <br />_(FT) <br />(AC) <br />(AF) <br />(AF) <br />39.0 <br />0.00 <br />0.00 <br />0.00 <br />40.5 <br />.01 <br />.01 <br />.01 <br />STOR-IND METHOD <br />PEAK STORAGE = 0.00 AF <br />PEAK ELEVATION= 39.5 FT <br />FLOOD ELEVATION= 40.5 FT <br />START ELEVATION= 39.0 FT <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Tdet= 9 MIN (.05 AF) <br /># ROUTE INVERT OUTLET DEVICES <br />1 P 39.0' 12" CULVERT \".', <br />n=.012 L=155' S=.00251/' Ke=.5 Cc=.9 Cd=.6 <br />POND 10 INFLOW & OUTFLOW <br />Catch Basin 10 <br />.55 <br />STOR-IND METHOD <br />.50 PEAK STOR= 0.00 AF <br />.45 PEAK ELEU= 39.5 FT <br />.40 Qin= .58 CFS <br />� <br />35 Qcut= .55 CFS <br />U 30 LAG= 1.6 MIN <br />.� <br />13 .25- <br />0 .20- <br />.15- <br />.10- <br />20.15 .10 1 <br />.05 <br />0.00m 'rn m - N M v 0 0 r- M M m <br />N <br />TIME (hours) <br />