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<br />Except as outlined below, the hydrologic and hydraulic analyses for the original study for the
<br />City of Golden (Reference 5) were performed by PRe Engineering Consultants, Inc., for
<br />FEMA, under Contract No. H-4724. This work, which was completed in January 1982,
<br />covered all significant flooding sources affecting the City of Golden.
<br />
<br />The hydrologic and hydraulic analyses within the City of Golden for CressIDans Gulch,
<br />Cressmans Gulch Old Channel, Tucker Gulch, Kenneys Run, East Fork Kenneys Run, West
<br />Fork Kenneys Run, West Fork Kenneys Run Tributary No.1, North Fork of West Fork
<br />Kenneys Run Tributary No.1, West Fork Kenneys Run Tributary No.2, and Deadman Gulch
<br />were performed by Muller Engineering Company, Inc. (Reference 6).
<br />
<br />The original study for the unincorporated areas of Jefferson County (Reference 7) was
<br />completed in August 1983, by Gingery Associates, Inc., for FEMA, under Contract
<br />No. EMW-C-0692. Hydrologic and hydraulic analyses for many of the streams were
<br />completed as parts of previous floodplain studies and were expanded by Gingery Associates,
<br />Inc.
<br />
<br />The study for the unincorporated areas of Jefferson County was revised to incorporate the
<br />effects of revised hydrologic and hydraulic analyses for portions of Bear Creek and North
<br />Turkey Creek (Reference 8). The report, entitled "Alternate Hydrologic Analysis for the PIS
<br />for the Unincorporated Areas of Jefferson County, Colorado," prepared by Messrs. D.M.
<br />Thomas and John F. Miller, for FEMA, was utilized as the basis for the revised hydrologic
<br />analyses on Bear Creek and North Turkey Creek. The revised hydraulic analyses, completed
<br />in March 1988, were performed by Michael Baker, Jr., Inc., as the Technical Evaluation
<br />Contractor for FEMA. The restudy also included the results of a previously issued Letter of
<br />Map Revision (LOMR) for Coon Creek (December 4, 1987).
<br />
<br />The original study for the City of Lakewood was prepared by the U.S. Army Corps of
<br />Engineers (USACE), Omaha District, for the Federal Insurance Administration (FIA) under
<br />Interagency Agreement No. IAA-H-8-71 (Reference 9). The study covered all suspected
<br />flood hazards and areas within the City of Lakewood (Reference 10).
<br />
<br />The hydrologic and hydraulic analyses for the original study for the Town of Morrison
<br />(Reference 11) were performed by PRe Engineering Consultants, Inc., for FEMA, under
<br />Contract No. H-4724. This work, which was completed in December 1979, covered all
<br />significant flooding sources affecting the Town of Morrison.
<br />
<br />The hydrologic and hydraulic analyses for the original study for the City of Westminster
<br />(Reference 12) were performed by Greiner Engineering Sciences, Inc., of Denver, Colorado,
<br />for FEMA, under Contract No. EMW-83-C-l1-73. This study was completed in June 1985.
<br />
<br />The study for the City of Westminster (Reference 13) was revised to incorporate the effects of
<br />the new hydrologic and hydraulic analyses resulting from the construction of the Eighth
<br />Green and Lowell detention ponds. The reach of Middle Branch Hylands Creek to
<br />approximately 600 feet upstream of Lowell Boulevard was reanalyzed by Kiowa Engineering
<br />Corporation, Denver, Colorado (Reference 14).
<br />
<br />The study for the City of Westminster was revised (Reference 15) to incorporate the results of
<br />three previously issued LOMRs including the following: Airport Creek (July 1, 1991), Little
<br />Dry Creek and Shaw Heights Tributary (April 6, 1992) and Airport Creek and Little Dry
<br />Creek (September 13, 1988).
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