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ARCHIVED REPORTS_DRAFT ENVIRONMENTAL IMPACT REPORT
Environmental Health - Public
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ARCHIVED REPORTS_DRAFT ENVIRONMENTAL IMPACT REPORT
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Last modified
7/23/2020 5:02:58 PM
Creation date
7/23/2020 4:33:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
DRAFT ENVIRONMENTAL IMPACT REPORT
RECORD_ID
PR0506303
PE
2965
FACILITY_ID
FA0001086
FACILITY_NAME
MANTECA PUBLIC WORKS
STREET_NUMBER
2450
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
24130050
CURRENT_STATUS
01
SITE_LOCATION
2450 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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WASTE DISCHARGE REQUIREMENTS ORDER NO.R5-2004-0028 -3- WASTE DISCHARGE REQUIREMENTS ORDER NO.R5-2004-0028 -4- <br /> CITY OF MANTECA,CITY OF LATHROP AND DUTRA FARMS CITY OF MANTECA,CITY OF LATHROP AND DUTRA FARMS <br /> WASTEWATER QUALITY CONTROL FACILITY WASTEWATER QUALITY CONTROL FACILITY <br /> SAN JOAQUIN COUNTY SAN JOAQUIN COUNTY <br /> Discharge to land averages 2.0 mgd. 1 5-day,20°C biochemical oxygen demand <br /> 2 Based on 9.87 mgd <br /> Constituent Units Concentration Ibs/davz 3 0.5 mg/1 during certain low flow conditions <br /> Ranee average 4 Table 5,Basis of Design Report,August 2002 <br /> BOD' mg/1 6-124' 530 5 7-day mean <br /> Ammonia mg/1 12-33.8' 330 6 30-day maximum <br /> Nitrate mg/1 0-9.8 25 7 Daily Average <br /> Electrical Conductivity umhos/cm 946-1354' 8 Maximum anytime <br /> Total Dissolved Solids mg/1 557-614 9800 9 Revised to 8.0 per 17 October 2002 letter from City of Manteca <br /> 1 5-day,20°C biochemical oxygen demand A separate industrial collection system that was constructed earlier will deliver food <br /> 2 Based on 2.0 mgd processing waste to an aeration basin that will be separate from the main treatment plant prior <br /> 3 January 2002 to December 2002 monitoring reports to disposal to land. Discharge to land averages 2.0 mgd,which includes up to 0.55 mgd of <br /> food processing waste,and contains the following: <br /> 4. The municipal treatment system capacity will be expanded through the addition of primary and <br /> secondary treatment units that will be similar to and parallel to the existing units. In addition, Constituent Units Concentration lbs/dav2 <br /> nitrification,denitrification,tertiary filtration,and UV disinfection will be added to improve the average average <br /> effluent quality. The expansion will include additional sludge digestion and dewatering units,as BOD' mg/1 143' 2400 <br /> well as improvements to buildings,pump stations,ponds,and chemical handling. Chemical Total Nitrogen mg/1 9' 150 <br /> additions of sodium hydroxide,lime,sodium hypochlorite,or similar products may be required <br /> to control pH,alkalinity and disinfection in the plant processes. Additional expansion of the 1 5-day,20°C biochemical oxygen demand <br /> municipal waste collection system is planned to support further development of the City. In 2 Based on 2.0 mgd <br /> order to mitigate thermal impacts of the discharge to the San Joaquin River,the treated 3 Wastewater Management Plan,August 2002 <br /> municipal wastewater will be discharged only during the outgoing tide. The Report of Waste <br /> Discharge describes the proposed City of Manteca discharge as follows: 5. The U.S.Environmental Protection Agency(USEPA)and the Regional Board have classified <br /> this discharge as a major discharge. <br /> Design Flow(dry weather): 9.87 mgd municipal sanitary waste <br /> Average Temperature: 81'F Summer;62°F Winter BENEFICIAL USES/WATER QUALITY CONTROL PLANS <br /> Constituent Units 30-Da3y Dailya jaLLaZ 6. The Regional Board adopted a Water Quality Control Plan,Fourth Edition,for the Sacramento <br /> Average Maximum average and San Joaquin River Basins(hereafter Basin Plan). The Basin Plan designates beneficial uses, <br /> BOD mg/1 10 50 820 <br /> establishes water quality objectives,and contains implementation programs and policies to <br /> Total Suspended Solids mg/1 10 50 820 achieve water quality objectives for all waters of the Basin. These requirements implement the <br /> Ammonia(as N) mg/1 2' 160 Basin Plan. <br /> Total Dissolved Solids mg/1 640 53,000 <br /> Total Organic Carbon mg/1 13 1100 7. The beneficial uses of the Delta downstream of the discharge as identified in Table II-1 of the <br /> Chlorine Residual mg/1 0.1 Basin Plan are municipal and domestic supply,agricultural irrigation,agricultural stock <br /> Settleable Matter m9/1 0.1 0.2 8 watering,industrial process water supply,industrial service supply,water contact recreation, <br /> Oil and Grease mg/1 10 15 820 other non-contact water recreation,warm freshwater aquatic habitat,cold freshwater aquatic <br /> Total Coliform Organisms MPN/100 ml 2.25 23' habitat,warm fish migration habitat,cold fish migration habitat,warm spawning habitat,wildlife <br /> NTU NTU units 27 10$ habitat,and navigation. <br /> pH pH units 6.5-8.09 <br /> 8. The beneficial uses of the underlying ground water are municipal and domestic,industrial <br /> Footnotes next page service,industrial process and agricultural supply. <br />
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