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SEDCAD 4 for Windows <br />r.....� 400O. 7 0.....1. 1 e..n....w <br />12 <br />Subwatershed Hydrology Detail; <br />Stru <br />SWS <br />SWS Area <br />Time of <br />Musk K <br />Time (hrs) <br />Curve <br /># <br />Peak <br />Runoff <br />Peak <br />Stru <br />Conc <br />2. Minimum tillage cu ltivation <br />- - - -- -- - - - -- <br />Musk <br />UHS <br />Discharge <br />Volume <br /># <br /># <br />(ac) <br />24VW <br />(hrs) <br />#S <br />Number <br />L (ft) <br />S (%) <br />C <br />p <br />PS # <br />Time of Concentration: <br />(hrs) <br />0.020 <br />(cfs) <br />(ac -ft) <br />#6 <br />1 <br />17.000 <br />0.000 <br />0.001 <br />0.271 <br />99.000 <br />F <br />25.90 <br />2.667 <br />17.000 <br />(mg/I) <br />25.90 <br />2.667 <br />#3 <br />1 <br />102.944 <br />0.010 <br />0.010 <br />0.302 <br />80.00 <br />M <br />66.52 <br />4.8 19 <br />0.00 <br />F, <br />102.944 <br />1 <br />66.52 <br />4.819 <br />#2 <br />1 <br />48.430 <br />0.020 <br />0.020 <br />0.224 <br />74.000 <br />M <br />19.67 <br />1.410 <br />1.0000 <br />- - - - - <br />1 <br />-- - <br />48.430 <br />- 3,549 <br />- ,_.... <br />-- 2.31 <br />- -- - -- - <br />1.10 <br />-- -- - -- <br />- <br />19.67 <br />1.410 <br />#1 <br />1 <br />14.700 <br />0.032 <br />0.032 <br />0.168 <br />87.000 <br />F <br />14.37 <br />1.108 <br />0.320 <br />100.00 <br />14.700 <br />0.0400 <br />1.0000 <br />1 <br />2.8 <br />_ 3,441 <br />14.37 <br />1.108 <br />#5 <br />183.074 <br />1 126.46 <br />10.004 <br />Subwatershed Sedimentology Detail: <br />Subwatershed Time of Concentration Details; <br />Stru <br />SWS <br />Land Flow Condition <br />Slope ( %) Vert. Dist. Horiz. Dist. <br />Velocity <br />Time (hrs) <br /># <br /># <br />Peak <br />Peak <br />Stru <br />S <br />2. Minimum tillage cu ltivation <br />- - - -- -- - - - -- <br />3.00 3.00 100.00 <br />............... _ ....... .-- ..............----. <br />0.860 <br />-- <br />0.032 <br />....-- .. - <br />#1 <br />1 <br />Sediment <br />Sedim <br />Seeable <br />24VW <br />#2 <br />#S <br />Soil K <br />L (ft) <br />S (%) <br />C <br />p <br />PS # <br />Time of Concentration: <br />0.020 <br />(tons) <br />(m /9 <br />(mg/I) <br />(ml /l) <br />#6 <br />1 <br />0.000 <br />100.00 <br />0.01 <br />1.0000 <br />1.0000 <br />1 <br />0.0 <br />2 <br />0.00 <br />0.00 <br />1 <br />0.0 <br />2 <br />0.00 <br />0.00 <br />#3 <br />- -- <br />1 <br />- -- -- <br />0.320 <br />- - - -- <br />100.00 <br />3.00 <br />- - - - <br />0.0400 <br />1.0000 <br />- - - - - <br />1 <br />-- - <br />11.1 <br />- 3,549 <br />- ,_.... <br />-- 2.31 <br />- -- - -- - <br />1.10 <br />-- -- - -- <br />- <br />11.0 <br />3,537 <br />2.30 <br />L09 <br />#2 <br />1 <br />0.320 <br />100.00 <br />3.00 <br />0.0400 <br />1.0000 <br />1 <br />2.8 <br />_ 3,441 <br />2.24 <br />0.95 <br />2.8 <br />3,418 <br />2.22 <br />0.95 <br />#1 <br />1 <br />0.320 <br />100.00 <br />3.00 <br />0.0400 <br />1.0000 <br />1 j <br />2.1 <br />2,621 <br />1.70 <br />0.89 <br />2.1 <br />2,607 <br />1.69 <br />0.88 <br />#5 <br />... ....... . . . .. <br />F, <br />........................................................ <br />. .. . <br />_ _.... <br />I <br />. <br />15.9 <br />2,690 <br />1.75 <br />0.76 <br />Subwatershed Time of Concentration Details; <br />Stru <br />SWS <br />Land Flow Condition <br />Slope ( %) Vert. Dist. Horiz. Dist. <br />Velocity <br />Time (hrs) <br /># <br /># <br />(ft) (ft) <br />(fps) <br /># 1 <br />- .1.11- ._-- -- <br />1 ._...- <br />-- -- ..- <br />2. Minimum tillage cu ltivation <br />- - - -- -- - - - -- <br />3.00 3.00 100.00 <br />............... _ ....... .-- ..............----. <br />0.860 <br />-- <br />0.032 <br />....-- .. - <br />#1 <br />1 <br />Time of Concentration: <br />......................_....... <br />. - ---- <br />- -- --- -_... <br />0.032 <br />#2 <br />1 <br />3. Short grass pasture <br />3.00 3.00 100.00 <br />1.380 <br />0.020 <br />#2 <br />1 <br />Time of Concentration: <br />0.020 <br />Filename: 011 POND 10YR post mine 1day pump ISseptD9.sc4 <br />Printed 09-16 -2009 <br />REVISED AUGUST 2009 Attachment 2.05.3(3) -22 -21 <br />