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<br />PERCENT IMPERVIOUS <br />mtl 85 <br />~45 <br />030 <br />[]20 <br />~10 <br /> <br /> <br />---- --_._-----~ <br />I <br /> <br />I <br />I <br />I <br />-------i <br />, <br /> <br />~O~O~1 5 <br /> <br />01-2 <br /> <br /> <br />'-, <br /> <br />I <br />I~-- <br />I <br />I <br /> <br />] <br />I <br />I ,~'-~ <br />---n I~ -+ <br /> <br />I I <br /> <br />FUTURE DEVELOPMENT IMPERVIOUSNESS/EAST <br />Willow and Little Willow Creek Watersheds <br />Outfall Systems Plan and Flood Hazard Delineation <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT/DOUGLAS COUNTY <br /> <br />11 <br /> <br />23 <br /> <br />I <br />I <br />J <br />" <br /> <br />J <br /> <br />~ <br /> <br />o 2000 3000 4000 <br />~-~ I I <br /> <br />( IN FEET ) <br />1 inch = 2000ft, <br /> <br />Greenhorne & O'Mara, Inc. Figure 2.2E <br />