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Four Corner - Texas Water Development Board

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TABLE 6.2.1<br />

KINGSBRIDGE MUD<br />

WATER SUPPLY AND<br />

WASTEWATER TREATMENT COST<br />

Wastewater Treatment (Capital Recovery Costs)<br />

350 Single Family Connections $<br />

Contingencies (10%)<br />

TOTAL WASTEWATER TREATMENT $<br />

Cost per connection $<br />

185,000<br />

18 500<br />

203,500<br />

581<br />

<strong>Water</strong> Supply (Capital Recovery Costs)<br />

350 Single Family Connections $<br />

Contingencies (10%)<br />

TOTAL WATER SUPPLY $<br />

Cost per connection $<br />

TOTAL COST PER CONNECTION $<br />

359,300<br />

35 930<br />

395,230<br />

1,129<br />

1,711<br />

6.3 SYSTEM HYDRAULICS AND PUMPING REQUIREMENTS<br />

The existing residences to be served within the <strong>Four</strong> <strong>Corner</strong>s Planning Area are<br />

distributed throughout the service area which requires long runs of waterlines and<br />

sanitary sewer lines to provide service.<br />

<strong>Water</strong>lines operate under pressure and are<br />

typically installed at depths of 4-6 feet below natural ground. The proposed Kingsbridge<br />

layout for the water distribution, shown in Appendix A, provides for two points of<br />

connection to the Kingsbridge water supply system. This allows <strong>Four</strong> Comers a back up<br />

source of water in the event that one supply connection is out of service.<br />

Sanitary sewer lines operate under the influence of gravity and some of the lengths of<br />

runs in the planning area would require sewers to be constructed at depths in excess of 20<br />

feet to meet design criteria of the City of Houston and the TNRCC. Additionally,<br />

construction of the sanitary sewer lines at shallower depths can reduce the cost of<br />

construction and minimize the potential impacts of wet sand conditions. The proposed<br />

Kingsbridge layout for the wastewater collection system makes use of two lift stations<br />

<strong>Four</strong> Comers Area <strong>Water</strong> and Wastewater Facilities Planning Study<br />

Page 6-4<br />

FINAL REPORT<br />

Revised 2110/99

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