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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542085
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/7/2020 3:08:18 PM
Creation date
5/7/2020 3:04:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0542085
PE
2965
FACILITY_ID
FA0010858
FACILITY_NAME
SJC PUBLIC WORKS /UTILITY-FLAG CITY
STREET_NUMBER
14720
STREET_NAME
REPUBLIC
STREET_TYPE
St
City
LODI
Zip
95242
APN
05532009
CURRENT_STATUS
02
SITE_LOCATION
14720 Republic St
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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INFORMATION SHEET <br /> COUNTY OF SAN JOAQUIN <br /> COUNTY SERVICE AREA NO. 31 <br /> FLAG CITY WASTEWATER TREATMENT FACILITY <br /> SAN JOAQUIN COUNTY <br /> San Joaquin County Service Area(CSA)No. 31 provides wastewater treatment and disposal services for <br /> a commercial development along the junction of Interstate 5 and State Route 12. Surface water drainage <br /> is to Dredger Cut which is tributary to White Slough. <br /> Flag City Wastewater Treatment Plant has been operating under a National Pollutant Discharge <br /> Elimination System (NPDES)permit adopted by the Board on 27 March 1992. This permit prescribes <br /> requirements for the treatment of domestic wastewater and surface water discharge of treated effluent <br /> from the Flag City commercial development. Growth of the development has been slow, and influent <br /> flows comprise only a fraction of the plant's design flow of 0.16 million gallons per day (mgd). The <br /> Discharger has been operating the plant as a continuous flow extended aeration activated sludge facility, <br /> which is better for handling low hydraulic and organic loading conditions. Although the permit <br /> regulates a discharge to Highline Canal, since plant startup in late 1995, disposal has been to an <br /> evaporation and percolation(EP)pond. This pond was originally intended to be used as an emergency <br /> pond, but because of the extremely light hydraulic and organic loading,the plant could not reliably <br /> produce effluent to meet permit limitations for a surface water discharge. With Discharger concurrence, <br /> Board staff have recommended that waste discharge requirements be adopted in place of the NPDES <br /> permit until the land discharge capability is exhausted. The Discharger will apply to the Board for <br /> another NPDES permit at least six months before the time that surface water discharge arrangements are <br /> needed. An engineered report shall be submitted six(6) months from the date of adoption of this Order <br /> that provides the basis for timing of the permit application submittal. The report shall contain a pond <br /> capacity evaluation, an analysis demonstrating that all land discharge options will be exhausted, and a <br /> proposed flow rate that will trigger submittal of the NPDES permit application. <br /> The wastewater treatment and disposal facilities consist of extended aeration activated sludge <br /> processing, clarification in a"clarator"unit, and sand filtration before disposal to the 2.24 million gallon <br /> EP pond. The Discharger discharges an average of 0.0145 mgd of treated wastewater to the EP pond. <br /> Waste activated sludge solids are stabilized by aerobic digestion,then dewatered in a"Draimad"unit, <br /> which introduces an organic polymer to the solids as they are deposited into hanging porous plastic bags. <br /> The filtrate that drains from the biosolids is returned to the headworks. The bagged solids are further <br /> dried by air,then stacked in a covered metal storage unit. Ultimate disposal after testing is by <br /> landfilling. <br /> San Joaquin CSA No. 31 operates two water supply wells in the general vicinity of the treatment plant. <br /> Well No. 2 is the lead well and is 1170 feet from the southwest corner of the EP pond. Well No. 1 is the <br /> lag well and is 210 feet from the same point. Both wells are designed essentially the same. The sanitary <br /> seals are 87 feet deep beginning at the surface. Fifty feet of louvered casing is installed between <br /> elevations 110 and 160 feet below the ground surface. <br />
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