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Data for CENTERVILLE PROP DRAINAGE 10 -24 -00 Page 1 <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 /> WATERSHED ROUTING =__________ _ _________ ________ <br /> G <br /> ti <br /> SIlBCA TORMENT n REACH A PONS LINK <br /> SUBCATCHMENT 100 = -> POND 100 <br /> SUBCATCHMENT 110 = -> POND 110 <br /> SUBCATCHMENT 120 = -> POND 120 <br /> SUBCATCHMENT 130 = -> POND 130 <br /> SUBCATCHMENT 150 = -> REACH 210 <br /> SUBCATCHMENT 160 = -> <br /> SUBCATCHMENT 170 = -> <br /> SUBCATCHMENT 180 = -> REACH 210 <br /> SUBCATCHMENT 190 = -> <br /> SUBCATCHMENT 200 = OFF SITE FLOWING TO SOUTH LINE -> POND 110 <br /> SUBCATCHMENT 210 = OFF SITE TO WEST FLOWING TO DITCH -> REACH 210 <br /> REACH 210 = NORTH SOUTH DITCH -> <br /> POND 100 = -> POND 110 <br /> POND 110 = -> REACH 210 <br /> POND 120 = -> POND 130 <br /> POND 130 -> <br />