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<br />Future <br />Impervious <br />Are~ (%) <br />1 <br /> <br />10 <br />20 <br /> <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />Hydrologic <br />Soil Group <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />C <br />C <br />C <br />C <br />C <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br /> <br />Existing <br />mpervious <br />Are9, (%) <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />3 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />Distance to I Average <br />Centroid Slope <br />(mi.) (ft/ft) <br />1.9 0.015 <br />1.4 0.020 <br />1.5 0.016 <br />1.5 0.019 <br />1.6 0.015 <br />1.4 0.019 <br />2.0 0.013 <br />1.5 0.015 <br />1.7 0.015 <br />2.2 0.011 <br />2.6 0.008 <br />1.3 0.008 <br />1.3 0.012 <br />1.7 0.012 <br />1.8 0.012 <br />1.6 0.012 <br />1.8 0.009 <br />2.0 0.013 <br />1.9 0.011 <br />1.5 0.006 <br />0.2 0.010 <br />0.6 0.010 <br />0.8 0.008 <br />0.8 0.013 <br />0.6 0.013 <br />0.8 0.017 <br />1.3 0.009 <br />1.3 0.015 <br />1.0 0.016 <br />0.9 0.016 <br />0.3 0.010 <br />0.9 0.001 <br />1 .1 0.008 <br /> <br />Basin <br />Length <br />(mi.) <br />4.2 <br /> <br />3.5 <br />3.1 <br />3.1 <br />3.6 <br />3.0 <br />4.1 <br />3.5 <br />3.1 <br />4.7 <br />5.7 <br />3.4 <br />2.6 <br />3.8 <br />3.7 <br />3.7 <br />4.4 <br />4.4 <br />5.0 <br />3.3 <br />1.5 <br />2.1 <br />1.1 <br />1.9 <br />2.1 <br />1.6 <br />2.9 <br />2.1 <br />2.3 <br />2.2 <br />2.0 <br />2.8 <br />2.2 <br /> <br />Aretl mi2) <br />4.6 <br />4.7 <br />2.9 <br />2.4 <br />4.0 <br />2.8 <br />3.2 <br />2.1 <br />1.5 <br />3.2 <br />4.1 <br />3.8 <br />1.5 <br /> <br />3.4 <br />4.8 <br />4.0 <br />4.6 <br />5.0 <br />5.0 <br />2.4 <br />0.8 <br />2.2 <br />0.9 <br />1.1 <br />0.5 <br />0.8 <br />2.5 <br />0.6 <br />1.5 <br />2.0 <br />2.1 <br />1.6 <br />0.8 <br /> <br />Sub Basin <br />- <br />520 <br />525 <br />530 <br />535 <br />540 <br />545 <br />550 <br />555 <br />560 <br />600 <br />605 <br />610 <br />615 <br /> <br />700 <br />705 <br />710 <br />720 <br />725 <br />730 <br />735 <br />740 <br />745 <br />750 <br />755 <br />760 <br />765 <br />770 <br />775 <br />780 <br />785 <br />790 <br />795 <br />800 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Table 4 <br />nued) <br /> <br />( cont <br /> <br />Project No: AO-029.001 <br />Date: May 2002 <br /> <br />~_/~ <br />," .. <br /> <br />Water <br /> <br />~nOI",lIls. II ~ <br /> <br />McLaughlin <br /> <br />Subbasin Parameters <br /> <br />Creek <br /> <br />Comanche Creek and Wolf <br />Floodplain Study <br /> <br />Adams County, Colorado <br /> <br />I <br /> <br />I <br /> <br />I <br />