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<br />Data for CENTERVILLE PROP DRAINAGE 10-24-00 <br />TYPE II 24-HOUR RAINFALLz 5.90 IN <br />Prepared by James R.Hil1, Inc. <br />HvdroCAD 5.11 000744 (c) 1986-1999 Applied Microcomputer Systems <br /> <br /># <br /> <br />Page 1 <br /> <br />26 Oct 00 <br /> <br />WATERSHED ROUTING ===~==================================e====================== <br /> <br />~ 8_____ <br />G /T e <br />91 <br />e ~_____G <br />r\ e <br />~"-- <br />G e <br /> <br />o SUBCATCHMENT 0 REACH <br /> <br />M--7M <br /> <br />~ ! <br /><3 <br /> <br />e <br /> <br />SUBCATCHMENT 100 -> POND 100 <br />SUBCATCHMENT 110 -> POND 110 <br />SUBCATCHMENT 120 z -> POND 120 <br />SUBCATCHMENT 130 -> POND 130 <br />SUB CATCHMENT 150 -> REACH 210 <br />SUBCATCHMENT 160 z -> <br />SUBCATCHMENT 170 z -> <br />SUBCATCHMENT 180 ; -> REACH 210 <br />SUBCATCHMENT 190 z -> <br />SUBCATCHMENT 200 ; OFF SITE FLOWING TO SOUTH LINE -> POND 110 <br />SUBCATCHMENT 210 z OFF SITE TO WEST FLOWING TO DITCH -> REACH 210 <br />REACH 210 ; NORTH SOUTH DITCH -> <br />POND 100 = -> POND 11 0 <br />POND llO = -> REACH 210 <br />POND 120 = -> POND 130 <br />POND 130 = -> <br />~ ~-_._---- - --.-----.--- <br /> <br />6. POND <br /> <br />CJ LINK <br />