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<br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />flood velocities across the site varied from one to four feet <br />per second (fps) and flood depths varied from zero to four <br />feet, Extensive clean-up would have been required to remove <br />debris fOllowing a flood, <br /> <br />2.4 Flood Protection Measures <br /> <br />The Drainage, Grading and Wetland Improvements project for <br />the UCBRP consists of site grading to contain floodwaters to <br />a limited area adjacent to Boulder Creek, This grading also <br />has the purpose of providing a wetland habitat for mitigation <br />purposes, A U.S, Army Corps of Engineers 404 Permit has been <br />obtained by the University for this project (Ref, 4), <br /> <br />Overlot grades have been raised above existing flood levels <br />to create safe building pods, and lowered in the vicinity of <br />the wetlands to allow improved conveyance of the Boulder <br />Creek flood waters (Fig, 7), The construction of ponds and <br />related vegetation within the wetlands will help increase <br />storage of Boulder Creek flood waters, and will increase <br />flood travel time through the site, <br /> <br />With the construction of the improvements, 100-Year flood <br />elevations are at or below existing floodplain elevations as <br />delineated in the 1983 FHAD, The wetlands area of the <br />UCBRP contains no habitable structures and little property <br />damage will occur during flooding conditions, The <br />construction of the wetlands, coupled with the Skunk Creek <br />Channel Improvements (covered in a separate LOMR) allows for <br />site development and minimal debris clean-up after flooding, <br /> <br />This study demonstrates the intent to reduce flood hazard to <br />the UCBRP through site improvement, Detailed construction <br />plans and as-built mapping of the Drainage, Grading and <br />Wetland Improvements are included with this submittal <br />(located at the end of this report package) , <br /> <br />3.0 ENr.INF.F.RING METHODS <br /> <br />3.1 Hydrolo~ir. Analyses <br /> <br />Hydrologic analyses performed as part of previous studies <br />were used to augment this study, The hydrology was <br />originally prepared by the Omaha District, U.5, Army Corps of <br />Engineers as part of the Floodplain Information Report for <br />Boulder, dated 1969, This analysis was later revised by the <br />Corps using the EPA I s 5WMM program, and calibrated using <br />historical gaging records in conjunction with the UD&FCD for <br />their Flood Hazard Area Delineation (FHAD) Program, A <br />complete summary of hydrological analyses is given in that <br />document (Ref, 1). The results of that study revised the <br /> <br />Love & Associates, Inc. <br /> <br />Page 3 <br />