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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 />HVdroCAD 5.11 000939 (c) 1986-1999 Applied Microcomputer Systems <br />C <br />SUBCATCHMENT 13 Subcatchment 13 <br />PEAK= 1.10 CFS Q 9.97 HRS, VOLUME= .11 AF <br />ACRES CN SCS TR -20 METHOD <br />1.001/ 79 Open area, fair condition 50-75% 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 6.6 <br />Grass: Short n=.15 L=153' P2=1.5 in s=.33 <br />RECT/VSE/TRAP CHANNEL V -ditch, grass lined .5 <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=140' Capacity=10.6 cfs <br />Total Length= 293 ft Total Tc= 7.1 <br />U <br />v <br />3 <br />O <br />J <br />L- <br />11 <br />SUBCATCHMENT 13 RUNOFF <br />Subcatchment 13 <br />1.1 <br />1.0 AREA= 1 AC <br />9 Tc= 7.1 MIN <br />CN= 79 <br />.8 <br />7 SCS TR -20 METHOD <br />TYPE I 24-HOUR <br />6 RAINFALL= 3.36 IN <br />•5 PEAK= 1.10 CFS <br />4 @ 9.97 HRS <br />VOLUME= .11 AF <br />.3 <br />.2 <br />.1 <br />0.0rl- OD 0) m N M V n W r OD m m <br />N <br />TIME (hcur5) <br />