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<br />~ <br />IE': <br />~: <br /> <br />I-IO. <br />I-ll. <br />I-l2. <br />I-13. <br /> <br />, <br />W,\\{ <br />'0' WORK ELEMENT J. <br /> <br />TASKS: J-1. <br />J_2. <br />J_3. <br />J-4. <br />J..,5. <br />J';'6. <br />J-iT. <br /> <br />J..,8. <br />J";g. <br /> <br />J-10. <br />J-l1. <br /> <br />J-12. <br /> <br />J-l3. <br />J-i4. <br />J-15. <br />J-i6. <br /> <br />I-6. <br />I-T. <br />I-B. <br />I-g. <br /> <br />Table 5 (continued) <br />WORK ELEMENTS AND TASKS <br /> <br />Encode land use data <br />Debug land use data <br />Develop flood elevation/frequency relationships <br />Determine damage potential for 'existing condi- <br />tions and each management alternative <br />Determine cost of each alternative <br />EValuate costs and benefits <br />Prepare displays <br />Prepare report <br /> <br />DETERMINE ADVERSE EFFECTS OF FUTURE DEVELOPMENT <br />IN SHEEP DRAW, FOSSIL CREEK, AND SPRING CREEK <br />WATERSHEDS AND IDENTIFY AND EVALUATE ALTERNATIVE <br />METHODS OF PREVENTING ADVERSE EFFECTS. <br /> <br />Obtain cross-section data <br />Subdivide watersheds <br />Estimateexisting,1ariltratioD rates <br />Determine existing imperviousness ratios <br />Develop alternative (2) future land use patterns <br />Determine future imperviousness ratios <br />Determine 2-, 10-, 50-, 100-, and 500-year <br />discharge, profiles for existing conditions and <br />each alternative land use pattern <br />Evaluate' effects on the main stem - <br />Develop lOO-year ,and 500-year flood outlines for <br />existing conditions and each alternative land <br />use pattern <br />Locate potential detention reservoirs <br />Determine 2-, 10-, 50-, 100-, and 500-year <br />discharge profiles under future conditions with <br />detention reservoirs <br />Develop lOO-year and 500-year flood outlines <br />with detention reservoirs <br />Evaluate effectiveness of detention reservoirs <br />Identify and evaluate alternative methods of <br />preventing future flood hazards <br />Prepare displays <br />Prepare report <br /> <br />30 <br />