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Data for CENTERVILLE E%. DRAINAGE 10 -24 -00 Page 2 <br /> TYPE II 24 -HOUR RAINFALL= 5.90 IN <br /> Prepared by James R.Hill, Inc. 26 Oct 00 <br /> HydroCAD 5.11 000744 (c) 1986 -1999 Applied Microcomputer Systems <br /> SUBCATCHMENT 100 AREA DRAINING TO DITCH ON CENTERVILLE ROAD <br /> PEAK= 5.28 CFS @ 12.24 HRS, VOLUME= .55 AF <br /> ACRES CN SCS TR -20 METHOD <br /> .42 88 WETLAND TYPE D SOILS TYPE II 24 -HOUR <br /> .10 98 BLACKTOP RAINFALL= 5.90 IN <br /> 1.81 65 UPLAND /OPEN MEADOW SPAN= 0 -40 HRS, dt =.1 HRS <br /> 2.33 71 <br /> Method Comment Tc (min) <br /> CURVE NUMBER (LAG) METHOD Segment ID: 32.8 <br /> L =600' s =.007 ' /'. <br /> SUBCATCHMENT 110 AREA DRAINING TO NORTHWEST CORNER <br /> PEAK= 30.33 CFS @ 12.39 HRS, VOLUME= 3.91 AF <br /> ACRES CN SCS TR -20 METHOD <br /> 3.36 88 WETLAND TYPE II 24 -HOUR <br /> 2.78 60 WOODS RAINFALL= 5.90 IN <br /> 12.30 65 UPLAND /OPEN MEADOW SPAN= 0 -40 HRS, dt =.1 HRS <br /> 18.44 68 <br /> Method Comment Tc (min) <br /> CURVE NUMBER (LAG) METHOD Segment ID: 44.0 <br /> L =1170' s =.0133 '/' <br /> SUBCATCHMENT 120 NORTHEAST PART FLOWING OFF SITE TO SOUTH <br /> PEAK= 38.66 CFS @ 12.51 HRS, VOLUME= 5.66 AF <br /> ACRES CN SCS TR -20 METHOD <br /> 7.26 88 WETLAND TYPE II 24 -HOUR <br /> . 63 60 WOODS RAINFALL= 5.90 IN <br /> 13.21 65 UPLAND /OPEN MEADOW SPAN= 0 -40 HRS, dt =.1 HRS <br /> . 31 98 IMPERVIOUS <br /> 1.92 61 GRASS <br /> 23.33 72 <br /> Method Comment Tc (min) <br /> CURVE NUMBER (LAG) METHOD Segment ID: 54.0 <br /> L =1700' s =.0129 '/' <br />