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2015-113 Planning - Amendment to Interlocal Agreement between OC-City of Durham, Construction-Operation of Water-Sewer Facilities in the Eno ED Zone
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2015-113 Planning - Amendment to Interlocal Agreement between OC-City of Durham, Construction-Operation of Water-Sewer Facilities in the Eno ED Zone
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Last modified
12/17/2019 2:31:12 PM
Creation date
1/23/2015 9:57:07 AM
Metadata
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Contract
Date
1/23/2015
Contract Starting Date
1/20/2012
Contract Ending Date
1/31/2017
Contract Document Type
Agreement - Interlocal
Agenda Item
12/1/14; 7-c
Document Relationships
Agenda - 12-01-2014 - 7c
(Linked To)
Path:
\Board of County Commissioners\BOCC Agendas\2010's\2014\Agenda - 12-01-2014 - Regular Mtg.
R 2015-113 Planning - City of Durham - Amendment to Interlocal Agreement bet. OC and City of Durham re construction/operation of water/sewer facilities
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\Board of County Commissioners\Contracts and Agreements\Contract Routing Sheets\Routing Sheets\2015
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22 <br /> Table of Contents• Eno Economic Development District Water and Sewer System Project—Draft Master Plan Report <br /> List of Tables <br /> Table2-1 Eno EDD Acreage by Future Land Use..............................................................................................2-1 <br /> Table 2-2 Water Demand Factors................., <br /> Table 2-3 Demand and Flow Factors based on Parcel Area(Low Scenario)........................................2-4 <br /> Table 2-4 Demand and Flow Factors based on Parcel Area(Mid Scenario).........................................2-4 <br /> Table 2-5 Demand and Flow Factors based on Parcel Area(High Scenario).......................................2-4 <br /> Table2-6 Water Demand Factors...........................................................................................................................2-5 i <br /> Table 2-7 Summary of Avg.Day Water Demand&Wastewater Flow Projections.............................2-6 <br /> Table 3-1 Summary of Demand along US 70 Transmission Main in Orange County........................3-2 <br /> Table 3-2 Minimum Pressure along Existing Water Transmission Main in Eno EDD......................3-3 <br /> Table 3-3 Velocity,Headloss,and Fire Flow along Existing Water Transmission <br /> Maino Eno$DD......................................................................................................................................3-4 <br /> Table 4-1 Depth of Cav�r. .4-10 <br /> Table4-=2 Pipe Diameters........................................................................................................................................4-12 <br /> r <br /> Table 5-1 Summary of peak Flows for Hydraulic Modelling.......................................................................5-3 <br /> Table 6-1 Opinion of Probable Construction Cost-Low Scenario.......................... 6-4 <br /> Table 6-2 Opinion of Probable Construction Cost-High Scenario............................................................6-5 <br /> Table 6-3 Individual Component Casts-Low Scenario................... ... 6-6 <br /> Table 6-4 Individual Component Costs-High Scenario...............................:.................................................6-7 <br /> Table 8-1 Summary of Avg.Day Water and Demand and Wastewater Flow Projections...............8-1 <br /> ' Table 8-2 Opinion of Probable Construction Cost-Low Wastewater Flow Scenario.......................8-3 <br /> Table 8-3 Opinion of Probable Construction Cost-High Wastewater Flow Scenario......................8-4 <br /> r . <br /> r <br /> List of Figures <br /> rFigure 2-1 Eno EDD Proposed Future Landuse..................................................................................................2-2 <br /> Figure 2-2 Future Average Day Water Demand Projection Scenarios......................................................2-7 <br /> rFigure 4-1 Eno EDD Physical Features...........................................................................................................,.......4-3 <br /> rFigure 4-2 Old Autumnwood Drive at Rhodes Creek.....:.................................................................................4-2 <br /> r Figure 4-4 Eno EDD Priori Service Areas.........................................................................................................4-7 <br /> ................................................................4-6 <br /> Fig ure 4-3 Eno EDD Elevation Profile........................................... <br /> Figure 4-5 Eno EDD Gravity Sewer System Pipe Alignments....... <br /> r Figure 4-6 Eno EDD Gravity Sewer System Contributing Areas...............................................................4-11 <br /> r Figure 4-7 Eno EDD Proposed Wastewater System.......................................................................................4-14 <br /> Figure 5-1 Eno EDD Force Main Discharge Alternatives................................................................................5-2 <br /> Figure 5-2 Eno EDD Modeled Pipes in the Eno,Ellerbe Creek and Mud Creek Outfalis....................5-5 <br /> rFigure 6-1 Eno EDD Allocated Component Costs-Low Scenario................................................................6-8 <br /> rFigure 6-2 Eno EDD Allocated Component Costs=High Scenario...............................................................6-9 <br /> r <br /> r , <br /> r <br /> r <br /> r <br /> r mith <br /> r <br />
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