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Four Corner - Texas Water Development Board

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The District is planning to expand their wastewater treatment plant capacity to 0.75<br />

million gallons per day (MGD) which will have surplus treatment capacity available for<br />

350 single family connections. Construction drawings for the expansion have been<br />

completed and the District will be selling bonds to fund the construction. Start of<br />

construction is anticipated in mid-1999. The plant is located on the south side of Keegans<br />

Bayou, just west of Addicks-Clodine Road.<br />

10.2 COST OF SERVICE FROM ADJACENT DISTRICTS<br />

Of the five adjacent districts contacted regarding available water and sanitary sewer<br />

service, North Mission Glen and Kingsbridge MUD were the only two districts with<br />

currently available capacity or the potential for available capacity in the near term.<br />

Purchase of capacity will involve two cost components. The first includes the capital<br />

costs to cover the actual construction of the facilities (direct payment for new<br />

construction or reimbursement for previous construction). The second component will be<br />

the rates charged on a per unit basis to the <strong>Four</strong> <strong>Corner</strong>s area for water supply and<br />

wastewater treatment. These rates include the cost of operation and maintenance of the<br />

water supply and wastewater treatment facilities in addition to their distribution and<br />

collection systems.<br />

Capital recovery costs for water supply and wastewater treatment were previously<br />

discussed in Section 5.5 but are summarized again in Table 10.2.2. Additionally, the<br />

estimated monthly costs per connection are provided for water and sewer service from<br />

Kingsbridge MUD and sewer service only from North Mission Glen MUD. The costs<br />

presented in this report, are as provided by representatives of each district.<br />

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

FINAL REPORT Page 10-3

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