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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 />HVdroCAD 5.11 000939 (c) 1986-1999 Applied Microcomputer Systems <br />POND 11 Catch Basin 11 <br />Qin = 2.07 <br />CFS @ <br />9.97 HRS, <br />VOLUME= .20 AF <br />Qout= 2.00 <br />CFS @ <br />9.99 HRS, <br />VOLUME= .20 AF, <br />ATTEN= 3%, LAG= <br />1.5 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 />.01 <br />AF <br />38.2 <br />0.00 <br />0.00 <br />0.00 <br />PEAK ELEVATION= <br />39.3 <br />FT <br />39.7 <br />.01 <br />.01 <br />.01 <br />FLOOD ELEVATION= <br />39.7 <br />FT <br />START ELEVATION= <br />38.2 <br />FT <br />SPAN= 7-20 HRS, dt=.03 <br />HRS <br />Tdet= 4.8 MIN (.2 <br />AF) <br />ROUTE INVERT OUTLET DEVICES <br />1 P 38.2' 12" CULVERT <br />n=.012 L=440' S=.00251/' Ke=.5 Cc=.9 Cd=.6 <br />POND 11 INFLOW & OUTFLOW <br />Catch Basin 11 <br />2.0 <br />STOR-IND METHOD <br />1.8 PEAK STOR= .01 AF <br />1 6 PEAK ELEU= 39.3 FT <br />1.4- Gin= 2.07 CFS <br />d1 Gout= 2.00 CFS <br />`+- 1.2 LAG= 1.5 MIN <br />U <br />1.0 <br />:3 .8- <br />0 <br />LL J 6 <br />4 <br />Z <br />0.0� m m m - c� r� v in 0 r ao m m <br />TIME (hours) <br />