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<br />Description of Water and Wastewater Systems <br /> <br />Water Treatment <br /> <br />Design capacity: 32.3 MGD <br />Conventional treatment plant utilizing coagulation/flocculation, sedimentation, filtration, <br />disinfection, pH adjustment and fluoridation. Activated carbon and potassium <br />permanganate used as needed for taste and odor control. <br />4 Sedimentation Basins, 10 Filters. <br /> <br />Elevated Storage: 1-2.5 MG <br />1-1.0 MG <br />1-0.5MG <br />3-4.0 MG Total <br /> <br />Ground Storage: 1-4 MG <br />3-2MG <br />1-0.5MG <br />5-10.5 MG Total <br /> <br />Total Storage: 8 Units, 14.5 MG <br /> <br />Distribution System: 251.2 Miles <br /> <br />'. <br /> <br />\Vastewater Treatment <br /> <br />Design Capacity: 7.25 MGD <br />Primary and secondary wastewater treatment utilizing extended aeration, activated sludge <br />bio-tower trickling filter, and chlorination/dechlorination treatment methods. <br />2-5 channel orbital system "race tracks" <br />3-Clarifiers <br />ATAD sludge facility <br />Collection System: 18 Lift Stations, 3 Flow Equalization Basins <br /> <br />Discharge of effluent is to Hicks Creek, thence to Pine Creek, thence to Red River <br />Segment 0202 by TPDES permit no. 10479-002. The class "A" sludge produced is land <br />applied by permit for beneficial use on 152 acres used for cattle grazing and hay <br />production. <br />