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� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />p <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />Table nf Contents w Eno Economic 0eweAapment0btr�c VVaterandSewerSystemPnoject - DeftMagerP|anPePo* <br />List of Tables <br />Table 2-1 Eno, EDD Acreage bv Future Land Use ......................... _..- ................... ........................................ 2'1 <br />Table2-2 Water Demand Factors ..... ............. ............................. ......................................... .............................. 2'3 <br />Table 2-3 Demand and Flow Factors based mu Parcel Area (Low Scenario) ................................. <br />Table 2-4 Demand and Flow Factors based oo Parcel Area (Mid Scenario). ......................................... <br />Tab 2-5 Demand and Flow Factors, based mm Parcel Area (High —____—_'2-4 <br />Table2-6 <br />Water Demand Factors ................................................................................. ...................................... 3-5 <br />Table 2-7 <br />Summary o[ Avg. Day Water Demand 8Wastewater Flow Projections ....................... .2'6 <br />Table 3-1 <br />Summary of Demand along US7Q Transmission Main bu Orange ............ ......... 3-2 <br />Table 3-2 <br />Minimum Pressure along Exio�og Water Transmission Main iu Eno EDD ...................... <br />3'3 <br />Table 3-3 <br />Velocity, 8000oss,and Fire Flow along Existing Water Transmission <br />.6'4 <br />Table 6-2 <br />Opinion nf Probable Construction Cost- High Scenario ... -..................................................... <br />6-S <br />Table4-1 <br />Depth of Cover ......... ........................................... .............................. ..................................... ............. <br />4-1O <br />Table4~2 <br />Pipe Diameters ..................................... .............. ............... ................... ........ .--.......................... <br />4-1% <br />Tab 5-1 <br />Summary of Peak Flows for Hydraulic Modelling ___—__ ........................................... <br />Table 6-1 <br />Opinion of Probable Construction Cost- Low Scenario .......................... .................................. <br />.6'4 <br />Table 6-2 <br />Opinion nf Probable Construction Cost- High Scenario ... -..................................................... <br />6-S <br />Table 6-3 <br />Individual Co�g�ouomt Costs- CovvScOuorio--_--.-..-._.--_----_-------.6-6 <br />Table 6-4 <br />Individual Component Costs- High Scenario ................. ............................................................... <br />6-7 <br />Table 8-1 <br />Summary of Avg. Day Water and Demand and Wastewater Flow Projections .............. <br />8-1 <br />Table 8-2 <br />0piuiouofprbbableCoosLrnctiouCndL-LuvvVVaxtovnaterFkmvScouado--_.-_-.8-3 <br />Table 8-3 <br />Opinion of Probable Construction Cost- High Wastewater Flow Scenario .................... <br />_8-4 <br />Figure 2-1 <br />Figure 2-2 <br />Figure 4- 1 <br />Figure 4-2 <br />F 4 <br />- <br />Figure ' 3 <br />Figure ' 4 <br />- 4 <br />F 4 <br />' <br />Figure - 5 <br />Figure ' <br />F- r 47 <br />Figure - <br />Figure 5-1 <br />' <br />Figure 5-2 <br />Figure 6-1 <br />~ <br />Figure 6-2 <br />44177 1 fin, <br />Eno BDD Proposed Future Luodune ........ ....................................... ................................................. 2'2 <br />Future Average Day Water Demand Projection Scenarios .... ........ '............................ ....... 2'7 <br />EnoEDD Physical Features .............................................................................................. ......... ........... 4-3 <br />Old AutomuWuod Drive ut Rhodes Creek ...... .......................................................... ..................... 4'2 <br />Eno8DD Elevation Pro0be .......................................................................... ............. .................. ....... 4-6 <br />EooEDD Priority Service Areau— ...................... ..................... ...... ................................................. 4-7 <br />Eno 8DDGruVity Sewer System Pipe Alignments ..—..._.__—__--.__-'4-8 <br />Eno 8DDGraVdy Sewer System Contributing Areas .................................. ............................ 4'l1 <br />Eno EDD Proposed Wastewater System ............................................... ....................................... 4-14 <br />Eno 8DD Force Main Discharge Alternatives ................................................................................ G'% <br />Eno BDD Modeled Pipes iu the Eno, EUocbe Creek and Mud Creek 0ntfads ..................... G-5 <br />Eno B0DADntoted Component Costs- Low Scenario ................ ................ ............................... 6-O <br />22 <br />