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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 />SUBCATCHMENT 1 Existing Area 1 - To West <br />PEAK= .03 CFS @ 12.01 HRS, VOLUME= 0.00 AF <br />SO -FT CN <br />4050.00 61 Grassy Area <br />Method <br />DIRECT ENTRY <br />SUBCATCHMENT 2 <br />Comment <br />Segment ID: <br />Page 3 <br />14 May 01 <br />SCS TR -20 METHOD <br />TYPE II 24 -HOUR <br />RAINFALL= 2.75 IN <br />SPAN= 5 -20 HRS, dt =.05 HRS <br />Existing Area 2 - To Ex. CB <br />PEAK= .13 CFS @ 12.10 HRS, VOLUME= .01 AF <br />SO -FT CN <br />30062.00 61 Grassy Area <br />Method <br />DIRECT ENTRY <br />Comment <br />Segment ID: <br />SUBCATCHMENT 101 Proposed Area 101 <br />PEAK= 1.25 CFS @ 12.05 HRS, VOLUME= .07 AF <br />SO-FT CN <br />20697.00 98 Impervious <br />13415.00 61 Grassy Area <br />34112.00 83 <br />Method <br />DIRECT ENTRY <br />Comment <br />Segment ID: <br />Tc (min) <br />7.5 <br />SCS TR -20 METHOD <br />TYPE II 24 -HOUR <br />RAINFALL= 2.75 IN <br />SPAN= 5 -20 HRS, dt =.05 HRS <br />Tc (min) <br />14.5 <br />SCS TR -20 METHOD <br />TYPE II 24 -HOUR <br />RAINFALL= 2.75 IN <br />SPAN= 5 -20 HRS, dt =.05 HRS <br />Tc (min) <br />15.0 <br />