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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 />SUBCATCHMENT 8 <br />Subcatchment 8 <br />PEAK= 2.43 CFS @ 9.98 HRS, VOLUME= .25 AF <br />ACRES CN SCS TR -20 METHOD <br />2.30 79 Open area, fair condition 50-75o TYPE I 24-HOUR <br />RAINFALL= 3.36 IN <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Method Comment Tc (min) <br />TR -55 SHEET FLOW Sheet Flow 6.4 <br />Grass: Short n=.15 L=150' P2=1.5 in s=.33 <br />RECT/VEE/TRAP CHANNEL V -ditch 2.0 <br />D=1.1' SS= .5 '/' a=2.42 sq -ft Pw=4.9' r=.492' <br />s=.02 '/' n=.03 V=4.37 fps L=520' Capacity=10.6 cfs <br />Total Length= 670 ft Total Tc= 8.4 <br />SUBCATCHMENT 8 RUNOFF <br />Subcotchment 8 <br />2.4 <br />2.2- AREA= 2.3 AC <br />Tc= 6.4 MIN <br />2.0 CN= 79 <br />1.8 SCS TR -20 METHOD <br />1.6 L' TYPE I 24-HOUR <br />1.4 RAINFALL= 3.36 IN <br />1.2 PEAK= 2.43 CFS <br />1.0 C 3 98 HRS <br />of g UOLUME= .25 AF <br />Lj- 6 <br />.4 <br />.2 <br />0.0r co rn m N rn v Lo � n CO M m <br />TIME (hours) <br />v <br />C] <br />D <br />