Volume 1 - Hillsborough County & City of Tampa Water Atlas

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TpTr3TrFlowFlow HydrographBaseFlowTime<strong>Hillsborough</strong> River <strong>Water</strong>shed Management PlanHydrograph SeparationFigure5.1.7
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August 2001Submitted to:Hillsboroug
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TABLE OF CONTENTSChapter Page3.4 Ce
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TABLE OF CONTENTSTABLESChapter 22.3
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TABLE OF CONTENTSFIGURESChapter 44.
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EXECUTIVE SUMMARYIntroductionWaters
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Working Together for a Healthy Wate
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CHAPTER 1INTRODUCTION1.1 Project Lo
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CHAPTER 1ranging from 200 to 400 fe
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CHAPTER 15 to 12 inches over the af
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CHAPTER 11.6 Background and Data Co
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CHAPTER 2GENERAL DESCRIPTIONThe Hil
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Hillsborough River aboveCrystal Spr
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Clay Gully EastTwo Hole BranchWNESN
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LegendHillsborough River Region Bou
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CHAPTER 22.3 SoilsThere are over 85
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Table 2.3.1 Soil Coverage of theCry
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LegendCrystal Springs Region Bounda
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Source: Derived from SWFWMD GISsoil
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Table 2.3.2 Soil Coverage of theBla
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LegendCentral TributariesRegion Bou
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LegendCentral Tributaries Region Bo
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Table 2.3.4 Soil Coverage of theNor
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Table 2.3.5 Soil Coverage of theHil
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NWESN.T.S.Source:Derived fromSWFWMD
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Table 2.3.6 Soil Coverage of theTBC
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GENERAL DESCRIPTION(FLUCCS). The in
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Table 2.4.1 1995 Land Use Distribut
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GENERAL DESCRIPTIONregion have seen
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LegendWNSESource:Derived fromSWFWMD
Page 77 and 78: TBC and Tributaries Region Boundary
Page 79 and 80: GENERAL DESCRIPTIONHillsborough Riv
Page 81 and 82: CHAPTER 3WATERSHED DESCRIPTION3.1 I
Page 83 and 84: CHAPTER 33.3.2 Itchepackesassa Cree
Page 85 and 86: CHAPTER 3stream. The main stream fl
Page 87 and 88: CHAPTER 33.6.1 Hillsborough River A
Page 89 and 90: CHAPTER 33.7.1 Vandenberg AreaThe V
Page 91 and 92: CHAPTER 4HYDROLOGIC/HYDRAULIC MODEL
Page 93 and 94: ASCO CO.LLSBOROUGH CO.2.01.511.012.
Page 95 and 96: PASCO CO.HILLSBOROUGH CO.12.011.511
Page 97 and 98: PASCO CO.HILLSBOROUGH CO.12.011.511
Page 99 and 100: CHAPTER 4The resulting basin deline
Page 101 and 102: Table 4.1.2 Hydrologic Soil Group D
Page 107 and 108: Table 4.1.4 Runoff Curve Number (CN
Page 109 and 110: Table 4.2.1 Historical Studies of C
Page 111 and 112: CHAPTER 4Manning’s roughness coef
Page 113 and 114: CHAPTER 4The areas outside of Hills
Page 115 and 116: CHAPTER 5HYDROLOGIC/HYDRAULIC MODEL
Page 117 and 118: CHAPTER 5Table 5.1.3 Antecedent Moi
Page 119 and 120: CHAPTER 5Operation logs from variou
Page 121 and 122: CHAPTER 5In order to save computati
Page 123 and 124: CHAPTER 5Detailed basins averaged a
Page 125 and 126: CHAPTER 55.3.4 S-155 Gage Calibrati
Page 127: Control Structure S-160CHAPTER 5Con
Page 137 and 138: 35003000GageIndividual ModelCombine
Page 139 and 140: 1000900800GageIndividual ModelCombi
Page 141 and 142: 60005000GageSeparate ModelsCombined
Page 143 and 144: 16001400GageIndividual ModelCombine
Page 145: 2500GageModel2000Withlacoochee1500F
Page 148 and 149: 500045004000GageIndividual ModelCom
Page 150: 90008000GageIndividual ModelCombine
Page 153: 3635343332Stage (ft)3130292827GageI
Page 156: 363432Stage(ft)302826Missing Gage D
Page 159: 2524.5GageIndividual Model24Stage (
Page 162 and 163: EXISTING CONDITIONS LEVEL OF SERVIC
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EXISTING CONDITIONS LEVEL OF SERVIC
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Blackwater CreekSub-WatershedTable
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East CanalTiger CreekSub-WatershedT
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Clay Gully EastSub-WatershedTable 6
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Hollomans BranchSub-WatershedTable
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Existing Levelof ServiceACACCCAADAB
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Existing Levelof ServiceAAAAACDACDA
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NWESN.T.S.LegendArea Legend Legend
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Sub-WatershedTable 6.4.4 Existing C
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Sub-WatershedHillsborough RiverTabl
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FalkenburgVandenburgWilliamsSub-Wat
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Table 6.4.6 Existing Conditions Lev
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Existing Levelof ServiceAAAAABAAAAA
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NWESLegendArea Outside Limitsof Det
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Volume 1 - Hillsborough County & City of Tampa Water Atlas

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