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Mr. Bill DoGroot <br /> December 18, 1996 <br /> Page 4 <br /> 8. Approximately 280 efs of the above flow will be conveyed from the Anderson Ditch <br /> to the east side of Foothills, where some spillage could occur to the north. Therefore, about <br /> 1770 efs may discharge Into the neighborhoods west of Foothills Parkway and north of <br /> Highway 38. <br /> 7. At most locations Immediately north of Highway 36, flow will be 8 Inches to 3 feet <br /> deep. Hazards can be greater at isolated locations where the flaw converges. We have not <br /> studied in detail such flows in the neighborhood& north of Highway 38. <br /> A collaborative effort of UOFCD, County, Clty, CU, COOT, Open Space, and neighborhood <br /> interests is imperatuve to address the floodplain management issues. Most of these parties <br /> (ownars of property, structures, infrastructures, and open space; and residents) face flooding <br /> hazards and potential damages. The ultimate solution will probably entail a number of <br /> improvement components such as land forms and conveyance improvements to lessen <br /> South Boulder Creak spills and prevent breaching; measures to improve local drainage that <br /> will handle spills; and hazard management to address extreme event spillage, mitigate <br /> damage, assist flood proofing, provide hazard awareness, end increase the utilization of <br /> flood insurance. <br /> Sincerely, <br /> TAGGART ENGWISE IING ASSOCIATES, INC. <br /> /A:�'�� � hpje <br /> Peter L. Nelson. P.E. William C. Togga . P,E. <br />