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<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 />I <br /> <br />Chapter 111- Background Information <br /> <br />A. Previous Studies <br /> <br />At least two previous engineering reports have been completed for this Seven Lakes <br />Reservoir Company feature. <br /> <br />1 . Dry Creek Existing Condition Analysis - Hydrologic and Hydraulic <br />Modeling Report, Prepared for The City of Loveland, Public Works, <br />Stormwater by Ayres Associates, July 2006. This report updated <br />The City of Loveland Dry Creek Master Plan MODSWMM model to <br />include recent developments, and added the inflow from the <br />Horseshoe Basin and Lake Loveland Basin. This model extended <br />downstream to Horseshoe Lake. The study also modeled <br />approximately 2,700 feet of the lower portion of Dry Creek. This is <br />an important study as it defines the areas that would be adversely <br />affected during a storm and it also defines the flows that would <br />create an "overbank" condition. <br /> <br />2. Feasibility Study For: Greeley and Loveland Irrigation Rehabilitation <br />Project, Submitted to: The Greeley and Loveland Irrigation <br />Company and CWCB October 1997. This Study served as an <br />initial master plan for the identification of several needed <br />rehabilitations and improvements to SLRC and GLlC facilities. The <br />study resulted in several now completed projects. The study briefly <br />touched on the subject of Dry Creek and recommended the outlet <br />control of Lake Loveland be relocated from the railroad culvert <br />structure back upstream to within 250' of the north end of the lake. <br />This work has been successfully accomplished. <br /> <br />15 <br />