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<br />Through the progress of the study, previously prep~red reports and documents were <br />used to determine existing flow routing patterns and general characteristics of <br />basins in the area. This information, highlighted below, proved very helpful <br />due to the high degree of new development in the area; <br />SprinA Creek Orainaqe 8asin Study, prepared by Gingery <br />ssociates, Inc. <br />Foothills Basin Study, prepared by Resource Consultants Inc. <br />Fossil Cree~ Drainaq€ Basin, prepared by the US Army Corps <br />of Engineers. <br />The L~ndinqs - Master Orainaqe Plan, prepared by Cornell Con- <br />sulting Company. <br />The Woodlands. Master Drainage Plan, prepared by Cornell <br />Consulting Company. <br />Storm Drainaqe Study for Larkborouqn Subdivision, prepared by <br />M & I Consulting Engineers. <br />Storm DrainaVe Stud~ for Four Seasons PUD, prepared by M & ! <br />Consult ng Englneers. <br />Storm Drainaqe Plan for Park South PUDandSouthGlenPUD,pre- <br />pared by James H. Stewart & Assoclates, Inc. <br />Initial Drainage Study for Harmony Farms, prepared by James H. <br />Stewart & Associates. Inc. <br />Draina e Re ort for a Portion of 1m erial Estates, prepared by <br />roessona Surveyors an ngneers, <br /> <br />Copies of this report are available for public distribution at the below listed <br />offices. A Technical Addendum to this report is also available for review at <br />the same offices; however, it has not been published in sufficient quantities <br />for public distribution. The Technical Addendum includes all pertinent data <br />and calculations used in the floodplain analysis. <br />Engineering Department <br />City of Fort Collins <br />300 LaPorte Avenue <br />FortCollins,Colorado <br />80521 <br /> <br />Larimer County PlanninQ Department <br />Flood Management Section <br />200 West Oa~ Street <br />Fort Collins, Colorado <br />80521 <br /> <br />Colorado Water Conservation 80ard <br />823 State Centennial Building <br />1313 Sherman Street <br />Denver, ColoradO <br />80203 <br /> <br />,j <br />