Laserfiche WebLink
CALIFORNIA REGIONAL WATER QUALITY CONTROL 30 <br /> CENTRAL VALLEY REGION <br /> ORDER NO. <br /> WASTE DISCHARGE REQUIREMENTS <br /> FOR <br /> LINNE ESTATES, LLC <br /> LINNE ESTATES WASTEWATER TREATMENT .SYSTEM <br /> SAN JOAQUIN COUNTY <br /> The California Regional Water Quality Control Board, Central Valley Re,zion, (hereafter Regional <br /> Board) finds that: <br /> 1. On 2 December 2003, Linne Estates, LLC (hereafter Discharger) submitted a Report of Waste <br /> Discharge (RWD) for a new wastewater treatment system to treat and dispose of domestic <br /> wastewater generated by homes in the proposed Linne Estates residential development. Once <br /> constructed, the facility will be owned and operated by the San Joaquin County Department of <br /> Public Works. <br /> 2. The facility is at 7701 Nates Road, Tracy in Section 3, T3S, R5E, MDB&M as shown on <br /> Attachment A, which is attached hereto and made part of this Order by reference. Linne Estates Q <br /> and the wastewater treatment system are on several parcels. The Assessor's Parcel Numbers are <br /> 248-080-14, 16, 17, 20, 22, 33, 34, and 248-090-09. <br /> 3. Linne Estates is a 78-acre residential subdivision with 150 residential parcels. Each residence will <br /> be constructed with three or four bedrooms. No commercial development is included in the <br /> subdivision; therefore, no industrial wastewater will be discharged to the treatment system. <br /> 4. The Discharger will own and operate the wastewater system and is responsible for its proper <br /> design, operation, and maintenance. <br /> Treatment System and Discharge <br /> 5. The wastewater collection system will be a gravity system with two pumping stations. Piping will <br /> be gasketed to minimize leakage and infiltration. <br /> 6. The wastewater treatment plant was sized based on the San Joaquin County Environmental Health <br /> Department's Sewage Standard Ordinance. The ordinance is consistent with U.S. Environmental <br /> Protection Agency guidelines and other published values. A total flow of approximately 52,500 <br /> gallons per day(gpd) is anticipated based on 350 gpd per residence. <br /> 7. The wastewater treatment system is sized for a flow rate of 55,000 gpd. Wastewater treatment will <br /> be performed using activated sludge in a batch treatment process. Wastewater will be partially C <br /> denitrified, disinfected, and discharged to shallow emitters. A treatment schematic is presented on <br /> Attachment B, which is attached hereto and made part of this Order by reference. <br />