Phase A - Alternatives Analysis Report - Urban Drainage and Flood ...

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1230TENNYSON ST9624SHERIDAN BDWOLFF ST48W 60TH AV303668X433660h1818LOWELL BD72B-2: 1Do nothingalternativeW 61ST PLJim BakerReservoir LakeSangraco543012keC r e48l e a rCi t cD18reI-76s hiF18303624361283030UNION PACIFIC RAILROAD68X4336150241827BatesLake1824UNION PACIFIC RAILROADR a l st o n C r e e k3638X240 300 600FeetFIGURE 7-6BATES LAKE REACH B-2RECOMMENDED PLAN7-8LegendHEC-RAS CenterlineMajor BasinSecondary BasinCounty BoundaryExisting Storm PipeInundated Building Footprint100-Year Floodplain - ProposedFILE: \\Tartarus\gis\gis_projects\UDFCD_Hidden_Lake\08.155.006\active\apps\HiddenLake_Reach_B-2_Recommended_Plan_Map.mxd, 7/25/2008, chris_martin
PHASE A – ALTERNATIVES ANALYSIS REPORTMajor Drainageway Planning Update for Hidden Lake-Bates Lake8 References“Colorado Urban Hydrograph Procedure Excel-Based Computer Program (CUHP2005)-User Manual”,Urban Drainage and Flood Control District, March 2008.“Flood Hazard Area Delineation, Clear Creek (Adams County)”, Ayres Associates, December 2005.“Floodplain Study Grace Church of Arvada”, Lane Engineering Service, Inc., April 2008.“Hidden Lake Backup Data Vol I”, Hydro-Triad, LTD., February 1976.“Hidden Lake Backup Data Vol II”, Hydro-Triad, LTD., February 1976.“Hidden Lake Drainageway 100-Year Floodplain Revisions”, HydroTriad, LTC., May 1986.“Hidden Lake Drainageway Channel Improvements, Hidden Lake to Clear Creek Schedule II”, Hydro-Triad, LTD., May 1983.“Hidden Lake Major Drainageway Planning Study Phase A Report”, Hydro-Triad, LTD., April 1975.“Major Drainageway Planning, Hidden Lake-Bates Lake Phase B Report”, Hydro-Triad, LTD., November1975.“Major Drainageway Planning, Phase B, Conceptual Preliminary Design for Clear Creek”, IconEngineering, February 2008.“Report of Aerial Control Survey, Hidden Lake Aerial Control”, Accurate EngiSurv LLC, September 2007.“Revised Hydrology Study Hidden Lake Dam & Reservoir”, Hydro-Triad, LTD., December 1980.“Shoenberg Farms Commercial Center – Phase III Drainage Report”, Calibre Engineering, Inc., December2007.“Shoenberg Shopping Center – Wal Mart - Phase II Drainage Report”, CLC Associates, Inc., April 2005.“Storm Water Management Model-User’s Manual Version 5.0”, Environmental Protection Agency, March2008.“Urban Storm Drainage Criteria Manual Volume 1”, Urban Drainage and Flood Control District, June 2001.8-1
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MAJOR DRAINAGEWAY PLANNINGUPDATE FO
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PHASE A - ALTERNATIVES ANALYSIS REP
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Page 25 and 26: Figure 3-3 Hidden Lake Peak Dischar
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Page 37 and 38: W 72ND AV273324W 70TH AV722760W 69T
Page 39 and 40: LegendHEC-RAS CenterlineMajor Basin
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Page 43 and 44: 18HiddenLakeWADSWORTH BD1830X1953LA
Page 45 and 46: 1230TENNYSON ST9624SHERIDAN BDWOLFF
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Page 57 and 58: LegendHEC-RAS CenterlineMajor Basin
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Page 63 and 64: APPENDIX AMeeting MinutesPHASE A -
Page 73 and 74: APPENDIX BHydrologic AnalysisPHASE
Page 77 and 78: Identification#ElementTypeLocationP
Page 89 and 90: APPENDIX CHydraulic AnalysisPHASE A
Page 91 and 92: Table C-1 HEC-RAS Summary TablePHAS
Page 105 and 106: Jim Baker Reservoir SpillwayPHASE A
Page 107: APPENDIX DLegal OpinionPHASE A - AL
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APPENDIX EEnvironmental InventoryPH
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APPENDIX FDamage AnalysisPHASE A -
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