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<br />VI. REFERENCES
<br />
<br />1. Urban Storm Drainaoe Criteria Manual Volumes 1 and 2, Urban Drainage and Flood Control District,
<br />June 2001,
<br />
<br />8. HEC-RAS. River Analvsis Svstem. Version 3,1.1, U.S, Army Corps of Engineers, Hydrologic
<br />Engineering Center, May 2003.
<br />
<br />2, Colorado Urban Hvdrooraoh Procedure Computer Prooram - PC Version of CUHP-2000, User Manual,
<br />Urban Drainage and Flood Control District, February 2001,
<br />
<br />9, Phase HI Drainaoe Study for Pinery West Metropolitan District Detention and Water Quality Ponds C3
<br />and C4. EMK Consultants, Inc, May 2002,
<br />
<br />3, UDSWM-2000 PC Prooram & Users Manual, Urban Drainage and Flood Control District, February
<br />2001,
<br />
<br />,
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<br />10, Estimation of Flood Depth-Damaoe Curves for Residential. Commercial and Industrial Properties in the
<br />Denver Reoion. Mr. Wayne J, Graham, Submitted to Colorado State University Fall of 1977,
<br />
<br />4, Cherry Creek Corridor - Reservoir to Scott Road Maior Drainaoewav Plannino Studv Alternative
<br />Evaluation Report and FHAD Studv, URS Engineering, Inc" December 2002,
<br />
<br />11, Outfall Svstems Plannino of Kinnev Creek and Fonder Draw Watersheds - Hydrolooy Report, WRC
<br />Engineering, Inc" August 2003,
<br />
<br />5, Kinney Creek, Fonder Draw and Two Nearby Drainaoes Wetlands. Flora and Fauna Issues Phase A
<br />Report, Smith Environmental, Inc" June 20 2003.
<br />
<br />12, Cherry Creek Reservoir Control Reoulation, 5 CCR 1002-72, Colorado Department of Public Health and
<br />Environment, September 2001,
<br />
<br />6, Flood Insurance Study. Douolas County. Colorado Unincorporated Areas, Federal Emergency
<br />Management Agency, Revised March 1980,
<br />
<br />13, Soil Survey of Castle Rock Area. Colorado, USDA, Soil Conservation Service, November 1974,
<br />
<br />7, HEC-GeoRAS. An Extension For Support of HEC-RAS usino ArcView. Version 3,0, U,S, Army Corps of
<br />Engineers, Hydrologic Engineering Center, April 2000,
<br />
<br />VI. I
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