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<br />Daua for CENTERVILLE EX. DRAINAGE 10-24-00 <br />TYPE II 24-HOUR RAINFALL= 5.90 IN <br />Prepared by James R.Hill, Inc. <br />HvdroCAD 5.11 000744 ecl 1986-1999 Applied Microcomputer Systems <br /> <br />Page 1 <br /> <br />, <br /> <br />26 Oct 00 <br /> <br />WATERSHED ROUTING ~============================================================ <br /> <br />~ <br />/ ~ <br />e r 0) <br />~G-G <br />1 <br /> <br />e <br /> <br />G <br /> <br />G <br /> <br />e <br /> <br />OSUBCATCHMENT D REACH <br /> <br />6. POND <br /> <br />CJ LINK <br /> <br />SUBCATCHMENT 100 AREA DRAINING TO DITCH ON CENTERVILLE ROAD -> <br />SUBCATCHMENT 110 = AREA DRAINING TO NORTHWEST CORNER -> REACH 210 <br />SUBCATCHMENT 120 = NORTHEAST PART FLOWING OFF SITE TO SOUTH -> <br />SUBCATCHMENT 130 AREA DRAINING OFF SITE TO EAST (SOUTH) -> <br />SUBCATCHMENT 140 = -> REACH 200 <br />SUB CATCHMENT 200 OFF SITE FLOWING TO SOUTH LINE -> REACH 200 <br />SUBCATCHMENT 210 = OFF SITE TO WEST FLOWING TO DITCH -> REACH 210 <br />REACH 200 = NORTH-SOUTH DITCH -> REACH 210 <br />REACH 210 -> <br />