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Data for Lino Lakes Family Dental <br />TYPE II 24 -HOUR RAINFALL= 5.90 IN <br />Prepared by Piowe Engineering, Inc. <br />HydroCAD 5.11 001574 (c) 1986 -1999 Applied <br />Page 9 <br />14 May 01 <br />Microcomputer Systems <br />SUBCATCHMENT 1 Existing Area 1 To West <br />PEAK= .29 CFS @ 11.97 HRS, VOLUME= .01 AF <br />SO-FT CN <br />4050.00 61 Grassy Area <br />Method <br />DIRECT ENTRY <br />Comment <br />Segment ID: <br />SCS TR -20 METHOD <br />TYPE II 24 -HOUR <br />RAINFALL= 5.90 IN <br />SPAN= 5 -20 HRS, dt =.05 HRS <br />SUBCATCHMENT 2 Existing Area 2 - To Ex. CB <br />PEAK= 1.69 CFS @ 12.05 HRS, VOLUME= .10 AF <br />SO -FT CN <br />30062.00 61 Grassy Area <br />Method <br />DIRECT ENTRY <br />SUBCATCENENT 101 <br />Comment <br />Segment ID: <br />Proposed Area 101 <br />SCS TR -20 METHOD <br />TYPE II 24 -HOUR <br />RAINFALL= 5.90 IN <br />SPAN= 5 -20 HRS, dt =.05 HRS <br />Tc (min) <br />7.5 <br />PEAK= 3.97 CFS @ 12.04 HRS, VOLUME= .24 AF <br />SO -FT <br />20697.00 <br />13415.00 <br />34112.00 <br />CN <br />98 <br />61 <br />83 <br />Method <br />DIRECT ENTRY <br />Impervious <br />Grassy Area <br />Comment <br />Segment ID: <br />Tc (min) <br />14.5 <br />SCS TR -20 METHOD <br />TYPE II 24 -HOUR <br />RAINFALL= 5.90 IN <br />SPAN= 5 -20 HRS, dt =.05 HRS <br />Tc (min) <br />15.0 <br />