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Data for Lino Lakes Dentistry <br />TYPE II 24 -HOUR RAINFALL= 4.10 IN <br />Prepared by Piowe Engineering, Inc. <br />HydroCAD 5.11 001574 (c) 1986 -1999 Applied Microcomputer Systems <br />Page 5 <br />14 May 01 <br />RUNOFF BY SCS TR -20 METHOD: TYPE II 24 -HOUR RAINFALL= 4.10 IN, SCS U.H. <br />RUNOFF SPAN = 5 -20 HRS, dt= .05 HRS, 301 POINTS <br />SUBCAT AREA Tc WGT'D PEAK Tpeak VOL <br />NUMBER (ACRE) (MIN) -- GROUND COVERS (CN)-- CN C (CFS) (HRS) (AF) <br />.09 7.5 100061 61 - .12 11.98 .01 <br />2 .69 14.5 100061 61 .67 12.06 .04 <br />101 .78 15.0 61098 39%61 83 - 2.39 12.05 .14 <br />