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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 />POND 12 <br />Catch Basin 12 <br />Qin = 3.07 CFS Q 9.98 HRS, VOLUME= .31 AF <br />Qout= 3.06 CFS @ 9.99 HRS, VOLUME= .31 AF, ATTEN= 0%, LAG= .5 MIN <br />ELEVATION <br />AREA <br />INC.STOR <br />CUM.STOR <br />(FT) <br />(AC) <br />(AF) <br />(AF) <br />36.0 <br />0.00 <br />0.00 <br />0.00 <br />38.0 <br />.01 <br />.01 <br />.01 <br />STOR-IND METHOD <br />PEAK STORAGE = 0.00 AF <br />PEAK ELEVATION= 36.8 FT <br />FLOOD ELEVATION= 38.0 FT <br />START ELEVATION= 36.0 FT <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Tdet= 2.7 MIN (.31 AF) <br /># ROUTE INVERT OUTLET DEVICES <br />1 P 36.0' 24" CULVERT ✓ <br />n=.012 L=300' S=.005'/' Ke=.5 Cc=.9 Cd=.6 <br />POND 12 INFLOW & OUTFLOW <br />Catch Basin 12 <br />3.0 <br />2.8 STOR-IND METHOD <br />2.6 PEAK STOR= 0.00 AF <br />2,4 PEAK ELEU= 36.8 FT <br />2.2 <br />j� 2 0 G i n= 3.07 CFS <br />1 8 Gout= 3.06 CFS <br />i 6 LAG= .5 MIN <br />1.4 <br />0 1.2 <br />J 1.0 <br />L 8 <br />.6 <br />.4 <br />.2 <br />0.0� m rn m r*) IT in W r- 00 rn m <br />TIME (hours) <br />11 <br />