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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 />HvdroCAD 5.00 000663 (c) 1986-1998 Applied Microcomputer Systems <br />0 POND 5 <br />E <br />11 <br />Catch Basin 5 <br />Qin = .33 CFS @ 9.97 HRS, VOLUME= <br />Qout= .32 CFS @ 10.00 HRS, VOLUME= <br />ELEVATION AREA INC.STOR CUM.STOR <br />(FT) (AC) (AF) (AF) <br />155.0 0.00 0.00 0.00 <br />156.5 .01 .01 .01 <br />.03 AF <br />.03 AF, ATTEN= 4%, LAG= 1.7 MIN <br />STOR-IND METHOD <br />PEAK STORAGE = 0.00 AF <br />PEAK ELEVATION= 155.3 FT <br />FLOOD ELEVATION= 156.5 FT <br />START ELEVATION= 155.0 FT <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Tdet= 7.2 MIN (.03 AF) <br /># ROUTE INVERT OUTLET DEVICES <br />1 P 155.0' 18" CULVERT <br />n=.012 L=90' S=.331/' Ke=.9 Cc=.9 Cd=.47 <br />U <br />3 <br />0 <br />J <br />U_ <br />POND 5 INFLOW & OUTFLOW <br />Catch Basin 5 <br />.32- <br />.30- <br />STOR-IND METHOD <br />.28 <br />PEAK STOR= 0.00 AF <br />.26 <br />PEAK ELEV= 155.3 FT <br />.24 <br />.22 <br />Din= .33 CFS <br />.20 <br />Qout= .32 CFS <br />.t8 <br />LAG= 1.7 MIN <br />.16 <br />.14 <br />.12 <br />.10 <br />.08 <br />.06 <br />.04 <br />.02 <br />0.00^ <br />M M m - <br />cv 2 v in n m m ON <br />TIME (hours) <br />