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Data for Lino Lakes Dentistry <br />TYPE II 24 -HOUR RAINFALL= 2.75 IN <br />Prepared by Plowe Engineering, Inc. <br />HydroCAD 5.11 001574 (c) 1986 -1999 Applied Microcomputer Systems <br />Page 2 <br />14 May 01 <br />RUNOFF BY SCS TR -20 METHOD: TYPE II 24 -HOUR RAINFALL= 2.75 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 />1 .09 7.5 100 %61 61 - .03 12.01 0.00 <br />2 .69 14.5 100 %61 61 .13 12.10 .01 <br />101 .78 15.0 61 %98 39 %61 83 1.25 12.05 .07 <br />