TOWN DOMESTIC WATER SYSTEM Sample Clauses

TOWN DOMESTIC WATER SYSTEM. The Town’s domestic water system is divided into 4 systems, defined by separate water system identification numbers.  The Viewpoint/Pronghorn system (13-314) has 2 xxxxx and 2 tanks, and serves the Viewpoint and Pronghorn Ranch subdivisions. Some commercial development within this system is expected in the very near future.  The Xxxxxx/Fairgrounds system (13-247) also consists of 2 xxxxx and 2 tanks and has 2 pressure reducing stations at the Yavapai County Fairgrounds. This system serves the Xxxxxx West subdivision and the Yavapai County Fairgrounds.  The Upper System (13-048) has approximately 11 xxxxx, 5 tanks, three (3) booster pump stations, and approximately twenty (27) pressure reducing stations. This system serves the majority of Prescott Valley, including Castle Canyon Mesa, Lynx Lake Estates, Victorian Estates, Diamond Valley, Xxxxxxxx Water Company, and the Grapevine Industrial Park on the east side of the Town. The North Wellfield and the Granville Booster Station are included with this system. The Lower System (13-063) consists of 6 xxxxx, 4 tanks, a pressure booster station, and 7 pressure reducing stations. This area serves the southeast part of the Town and includes the Prescott Country Club, Villages at Lynx Creek, Quailwood Xxxxxxx and Orchard Ranch RV Park. In addition, this system includes the commercial areas along the Highway 69 and Highway 169 corridors. X.0 XX0X XXXX OMI will operate the Project so that effluent will meet the requirements of NPDES permit No. XX0000000 and Arizona Aquifer Protection permit No. P-102503. CH2M HILL OMI shall be responsible for meeting the effluent quality requirements of the Town’s NPDES permit unless one or more of the following occurs; (1) the Project influent does not contain Adequate Nutrients to support operation of Project biological processes and/or contains Biologically Toxic Substances which cannot be removed by the existing process and facilities; (2) discharges into the Town’s wastewater collection system violate any or all regulations set forth in Ordinance No. 284 and, (3) the flow, BOD5, and/or suspended solids exceeds the Wastewater Treatment Plant’s design parameters, which are: Flow: 3.75 million gallons per day (dry weather) BOD5: 8913 pounds per day (annual average) TSS: 9383 pounds per day (annual average) Daily Peaking Factor of 2.0 times flow
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