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<br />I <br /> <br />\. <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />II <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br /> <br />Data for Arden Hills <br />TYPE II 24-HOUR RAINFALL= 4.15 IN <br />Prepared by Short Elliott Hendrickson Inc. <br />HydroCAD 5,11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 57 <br /> <br />17 Jul 01 <br /> <br />SUE CATCHMENT 6 <br /> <br />Pond P-6 <br /> <br />PEAK= 72,22 CFS @ 12,02 HRS, VOLUME= 4,42 AF <br /> <br />ACRES <br />30.10 <br /> <br />CN <br />77 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24 - HOUR <br />RAINFALL: 4,15 IN <br />SPAN: 10-20 HRS, dt:,l HRS <br /> <br />Method <br />DIRECT RNTRY <br /> <br />Conunent <br />Segment ID: <br /> <br />Tc (mini <br />15,0 <br /> <br />SU8CATCHMENT 6 RUNOFF <br />Pond P-6 <br /> <br />78 <br />65 <br />68 <br />55 <br />~ 58 <br />~ 45 <br />u 48 <br />~ 35 <br />::3 38 <br />3 25 <br />u.. 28 <br />10 <br />'" <br />5 <br />8", <br /> <br />AREA= 38. 1 AC <br />Te:: 15 MIN <br />CNo::: 77 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 4.15 IN <br /> <br />PEAK= 72.22 CFS <br />e 12.82 HRS <br />UOLUME= 4.42 AF <br /> <br />~ <br /> <br />~ :: ~ ~ <br /> <br />~ ~ ~ <br /> <br />'" <br />N <br /> <br />TIME (hours,) <br />