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

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PHASE A – ALTERNATIVES ANALYSIS REPORTMajor <strong>Drainage</strong>way Planning Update for Hidden Lake-Bates Lake1003 H5 104 2900 .02 00 0 01005 105 104 1950 .02 00 0 01004 H7 105 3150 .02 00 0 01006 104 110 700 .044 00 0 01011 112 113 1300 .02 00 0 01013 113 116 450 .02 00 0 02010 207 114 300 .044 37 0 02007 B6 207 3100 .02 00 0 0;Railroad Tracks2006 206 207 800 .044 08 0 0;Railroad Tracks Split Flow2005 204 206 1800 .044 70 0 0;Railroad Tracks Split Flow2003 203 204 1200 .044 57 0 01010 111 112 2300 .044 00 0 01015 117 118 650 .044 00 0 01014 115 118 1950 .044 00 0 02004 204 205 1400 .02 00 0 02002 203 210 950 .02 00 0 02001 201 203 2950 .02 00 0 02000 B1 200 1300 .02 00 0 02008 207 208 950 .02 00 0 02009 208 209 400 .044 00 0 01000A 101 102 3250 .02 44 0 01001A 102 103 2500 .02 44 0 01002A 103 104 2450 .02 44 0 01003A H5 104 2900 .02 44 0 01004A H7 105 3150 .02 44 0 01005A 105 104 1950 .02 44 0 02000A B1 200 1300 .02 44 0 02001A 201 203 2950 .02 44 0 02007A B6 207 3100 .02 44 0 01011A 112 113 1300 .02 44 0 0[OUTLETS];; Inlet Outlet Outflow Discharge Qcoeff/Flap;;Name Node Node Height Curve QtableQexpon Gate;;---------------------------------------------------------------------------------------------------2 116 117 0 TABULARSangrecoOutlet NO3 114 115 20.8 TABULARJimBakerOutlet NO4 200 201 0 TABULARBatesLakeOutlet NO1 110 111 9 TABULARHiddenLakeOutlet NO[XSECTIONS];;Link Type Geom1 Geom2 Geom3 Geom4 Barrels;;---------------------------------------------------------------------------------1000 CIRCULAR 3.5 0 0 0 11001 CIRCULAR 4 0 0 0 11002 CIRCULAR 5 0 0 0 11003 CIRCULAR 3 0 0 0 11005 CIRCULAR 3.5 0 0 0 11004 CIRCULAR 2.5 0 0 0 11006 TRAPEZOIDAL 15 20 4 4 11011 CIRCULAR 8 0 0 0 11013 CIRCULAR 8 0 0 0 12010 TRAPEZOIDAL 3 20 4 4 12007 CIRCULAR 2 0 0 0 12006 TRAPEZOIDAL 10 15 3 3 12005 TRAPEZOIDAL 5 20 4 4 12003 TRAPEZOIDAL 5 15 4 4 11010 TRAPEZOIDAL 15 3 4 4 11015 TRAPEZOIDAL 6 20 4 4 11014 TRAPEZOIDAL 2 15 4 4 12004 CIRCULAR 3 0 0 0 12002 CIRCULAR 5 0 0 0 12001 CIRCULAR 3 0 0 0 12000 CIRCULAR 2.5 0 0 0 12008 CIRCULAR 2 0 0 0 12009 TRAPEZOIDAL 4 5 4 4 11000A TRAPEZOIDAL 1 20 20 20 11001A TRAPEZOIDAL 1 20 20 20 11002A TRAPEZOIDAL 1 20 20 20 11003A TRAPEZOIDAL 1 20 20 20 11004A TRAPEZOIDAL 1 20 20 20 11005A TRAPEZOIDAL 1 20 20 20 12000A TRAPEZOIDAL 1 20 20 20 12001A TRAPEZOIDAL 1 20 20 20 1
PHASE A – ALTERNATIVES ANALYSIS REPORTMajor <strong>Drainage</strong>way Planning Update for Hidden Lake-Bates Lake2007A TRAPEZOIDAL 1 20 20 20 11011A TRAPEZOIDAL 1 20 20 20 1[CURVES];;Name Type X-Value Y-Value;;-------------------------------------------------HiddenLake Storage 0 3628548HiddenLake 9 4356000HiddenLake 9.3 4386492HiddenLake 9.6 4421340HiddenLake 10.2 4473612HiddenLake 10.8 4543308HiddenLake 11 4565088HiddenLake 11.2 4586868HiddenLake 11.5 4617360HiddenLake 11.8 4647852HiddenLake 12 4673988HiddenLake 12.5 4726260HiddenLake 13 4778532HiddenLake 13.5 4835160HiddenLake 14 4887432JimBakerReservoir Storage 0 13068JimBakerReservoir 2 304920JimBakerReservoir 4 544500JimBakerReservoir 6 892980JimBakerReservoir 8 1163052JimBakerReservoir 10 1372140JimBakerReservoir 12 1507176JimBakerReservoir 14 1650924JimBakerReservoir 16 1794672JimBakerReservoir 18 1934064JimBakerReservoir 20 2103948JimBakerReservoir 22 2230272JimBakerReservoir 24 2286900JimBakerReservoir 26 2343528JimBakerReservoir 27.5 2509056JimBakerReservoir 29.5 2556972JimBakerReservoir 31.5 2648448JimBakerReservoir 33.5 2722500BatesLake Storage 0 13504BatesLake 2 82764BatesLake 4 198198BatesLake 6 392911Sangreco Storage 0 0Sangreco 1.42 674873Sangreco 3.02 8654301 Rating 0 0HiddenLakeOutlet Rating 0 0HiddenLakeOutlet .3 22HiddenLakeOutlet .6 74HiddenLakeOutlet 1.2 219HiddenLakeOutlet 1.8 416HiddenLakeOutlet 2 493HiddenLakeOutlet 2.2 575HiddenLakeOutlet 2.5 705HiddenLakeOutlet 2.8 1150HiddenLakeOutlet 3 1605HiddenLakeOutlet 3.5 3075HiddenLakeOutlet 4 4935HiddenLakeOutlet 4.5 7080HiddenLakeOutlet 5 7350JimBakerOutlet Rating 0 0JimBakerOutlet 1.2 11.44JimBakerOutlet 2.2 20JimBakerOutlet 3.2 27.3JimBakerOutlet 4.2 32.8JimBakerOutlet 5.2 35.6JimBakerOutlet 6.2 39.2JimBakerOutlet 6.7 41.1JimBakerOutlet 7.2 118JimBakerOutlet 8.2 466.3JimBakerOutlet 9.2 985.6JimBakerOutlet 10.2 1640.6JimBakerOutlet 10.7 2013BatesLakeOutlet Rating 2.75 22BatesLakeOutlet 4.5 25BatesLakeOutlet 5.5 26SangrecoOutlet Rating 1 78SangrecoOutlet 2 265SangrecoOutlet 3 567[REPORT]INPUT YESCONTROLS NO[TAGS][MAP]DIMENSIONS 0.000 0.000 10000.000 10000.000UNITS None[COORDINATES];;Node X-Coord Y-Coord104 6814.159 7982.301113 12185.315 4312.354206 7546.620 2494.172111 11346.154 7354.312117 14026.807 3216.783115 12744.755 2948.718208 8828.671 1351.981118 15029.138 2808.858205 5946.903 867.257210 4306.527 932.401209 8863.636 664.336207 8796.460 2407.080204 6054.779 2517.483
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MAJOR DRAINAGEWAY PLANNINGUPDATE FO
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PHASE A - ALTERNATIVES ANALYSIS REP
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P I E R C E S TW A D S W O R T H B
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CP I E R C E S TW A D S W O R T H B
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184812P I E R C E S TW A D S W O R
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Figure 3-3 Hidden Lake Peak Dischar
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450400350Sheriden Blvd.North of Rai
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Page 31 and 32: PHASE A - ALTERNATIVES ANALYSIS REP
Page 35 and 36: 48121830X1948W 76TH AV2724818242415
Page 37 and 38: W 72ND AV273324W 70TH AV722760W 69T
Page 39 and 40: LegendHEC-RAS CenterlineMajor Basin
Page 41 and 42: 483618483624W 64TH AV24TENNYSON ST3
Page 43 and 44: 18HiddenLakeWADSWORTH BD1830X1953LA
Page 45 and 46: 1230TENNYSON ST9624SHERIDAN BDWOLFF
Page 49 and 50: PHASE A - ALTERNATIVES ANALYSISMajo
Page 55 and 56: 48121830X1948W 76TH AV2724218182424
Page 57 and 58: LegendHEC-RAS CenterlineMajor Basin
Page 59 and 60: 18HiddenLake18WADSWORTH BD1830X1953
Page 63 and 64: APPENDIX AMeeting MinutesPHASE A -
Page 73 and 74: APPENDIX BHydrologic AnalysisPHASE
Page 77 and 78: Identification#ElementTypeLocationP
Page 81: PHASE A - ALTERNATIVES ANALYSIS REP
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
Page 113 and 114: APPENDIX EEnvironmental InventoryPH
Page 115 and 116: APPENDIX FDamage AnalysisPHASE A -
Page 129: PHASE A - ALTERNATIVES ANALYSIS REP
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Phase A - Alternatives Analysis Report - Urban Drainage and Flood ...

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