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

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PHASE A – ALTERNATIVES ANALYSIS REPORTMajor Drainageway Planning Update for Hidden Lake-Bates Lake203 4388.112 2564.103102 991.150 8000.000101 -1719.269 7375.415103 4318.584 7876.106H5 3970.359 6193.448H7 3564.743 11825.273B1 3397.436 5582.751201 4434.732 4067.599105 6809.672 9953.198B6 7989.510 5757.576112 12150.350 5559.441110 9711.388 7566.303114 11416.084 3146.853116 12942.890 3682.984200 4469.697 4848.485[VERTICES];;Link X-Coord Y-Coord1000 921.927 7392.0271003 5686.427 6099.8441003 5624.025 7675.5071004 4095.164 11357.2541004 5124.805 11357.2541004 5592.824 10031.2012007 8653.846 5745.9211010 12103.730 7354.3122000 3397.436 4860.1401000A -556.478 8006.6451001A 2981.728 8322.2591002A 5639.535 8372.0931003A 5157.807 6727.5751003A 5290.698 7724.2521004A 4061.462 10897.0101004A 4975.083 10664.4521004A 5340.532 9584.7181005A 6320.598 8936.8772000A 3048.173 4601.3292001A 3629.568 3455.1502007A 8397.010 5332.2261011A 11569.767 4950.166
PHASE A – ALTERNATIVES ANALYSIS REPORTMajor Drainageway Planning Update for Hidden Lake-Bates LakeTable B-5EPA SWMM Output FileEPA STORM WATER MANAGEMENT MODEL - VERSION 5.0 (Build 5.0.009)--------------------------------------------------------------****************Analysis Options****************Flow Units ............... CFSFlow Routing Method ...... KINWAVEStarting Date ............ JAN-01-2005 00:00:00Ending Date .............. JAN-01-2005 12:00:00Antecedent Dry Days ...... 0.0Report Time Step ......... 00:05:00Routing Time Step ........ 300.00 sec*************Element Count*************Number of rain gages ...... 0Number of subcatchments ... 0Number of nodes ........... 28Number of links ........... 37Number of pollutants ...... 0Number of land uses ....... 0************Node Summary************Invert Max. Ponded ExternalName Type Elev. Depth Area Inflow------------------------------------------------------------------------------104 JUNCTION 5294.00 15.00 0113 JUNCTION 5223.00 8.00 0206 JUNCTION 5254.00 10.00 0111 JUNCTION 5281.00 15.00 0117 JUNCTION 5212.00 6.00 0115 JUNCTION 5222.00 20.80 0208 JUNCTION 5242.00 4.00 0118 OUTFALL 5200.00 6.00 0205 OUTFALL 5250.00 3.00 0210 OUTFALL 5262.00 5.00 0209 OUTFALL 5236.00 4.00 0207 DIVIDER 5245.00 18.00 0204 DIVIDER 5259.00 12.00 0203 DIVIDER 5265.00 10.00 0102 DIVIDER 5402.50 5.00 0101 DIVIDER 5464.50 5.00 0103 DIVIDER 5328.00 5.00 0H5 DIVIDER 5323.00 5.00 0H7 DIVIDER 5386.00 5.00 0B1 DIVIDER 5341.75 5.00 0201 DIVIDER 5326.00 5.00 0105 DIVIDER 5325.50 5.00 0B6 DIVIDER 5289.50 5.00 0112 DIVIDER 5263.00 15.00 0110 STORAGE 5274.00 100.00 0114 STORAGE 5201.00 31.50 0116 STORAGE 5211.58 10.00 0200 STORAGE 5226.00 100.00 0************Link Summary************Name From Node To Node Type Length %Slope N------------------------------------------------------------------------------------------1000 101 102 CONDUIT 3250 1.9077 0.02001001 102 103 CONDUIT 2500 2.9800 0.02001002 103 104 CONDUIT 2450 1.3878 0.02001003 H5 104 CONDUIT 2900 1.0000 0.02001005 105 104 CONDUIT 1950 1.6154 0.02001004 H7 105 CONDUIT 3150 1.9206 0.02001006 104 110 CONDUIT 700 2.8571 0.04401011 112 113 CONDUIT 1300 3.0769 0.02001013 113 116 CONDUIT 450 2.5378 0.02002010 207 114 CONDUIT 300 13.3333 0.04402007 B6 207 CONDUIT 3100 1.4355 0.02002006 206 207 CONDUIT 800 0.1250 0.04402005 204 206 CONDUIT 1800 0.6667 0.04402003 203 204 CONDUIT 1200 0.3333 0.04401010 111 112 CONDUIT 2300 0.7826 0.04401015 117 118 CONDUIT 650 1.8462 0.04401014 115 118 CONDUIT 1950 1.1282 0.04402004 204 205 CONDUIT 1400 0.6429 0.02002002 203 210 CONDUIT 950 0.3158 0.02002001 201 203 CONDUIT 2950 2.0678 0.02002000 B1 200 CONDUIT 1300 8.9038 0.02002008 207 208 CONDUIT 950 0.3158 0.02002009 208 209 CONDUIT 400 1.5000 0.04401000A 101 102 CONDUIT 3250 1.9077 0.02001001A 102 103 CONDUIT 2500 2.9800 0.02001002A 103 104 CONDUIT 2450 1.3878 0.02001003A H5 104 CONDUIT 2900 1.0000 0.02001004A H7 105 CONDUIT 3150 1.9206 0.02001005A 105 104 CONDUIT 1950 1.6154 0.02002000A B1 200 CONDUIT 1300 8.9038 0.02002001A 201 203 CONDUIT 2950 2.0678 0.02002007A B6 207 CONDUIT 3100 1.4355 0.02001011A 112 113 CONDUIT 1300 3.0769 0.02002 116 117 OUTLET3 114 115 OUTLET4 200 201 OUTLET1 110 111 OUTLET*********************Cross Section Summary
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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 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
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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 83: 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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