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ARCHIVED REPORTS_DRAFT ENVIRONMENTAL IMPACT REPORT
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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
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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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IMPACT Hydrology and Water Quality—Effects of Proposed Project Discharges on Nitrite(as Nitrogen) <br /> 4.9-16 Concentrations in Receiving Waters. The project would be designed and operated to comply with the <br /> NPDES permit effluent limits for nitrite, which are, in turn, based on the lowest criteria determined to be <br /> protective of beneficial uses. Projected nitrite concentrations at the point of discharge and downstream of <br /> the WQCF outfall would be equal to or below adopted Basin Plan objectives. Therefore, the project's near- <br /> field nitrite impacts would be less than significant. <br /> Manteca WQCF NPDES self-monitoring data from the San Joaquin River at monitoring location R-1 (just <br /> upstream of the WQCF discharge) for dry/below normal water years were used to calculate an estimated impact <br /> of WQCF effluent nitrite(as nitrogen) in the San Joaquin River under critical(600 cfs)and dry/below normal <br /> (1,250 cfs)river flows at the existing permitted discharge of 9.87 mgd and at proposed discharges of 17.5 mgd <br /> and 27 mgd. The project is projected to produce treated effluent having an average nitrite concentration of 1 mg/1. <br /> The Basin Plan uses the Title 22 Primary MCL criterion for nitrite(as nitrogen)of 1 mg/1 as the adopted water <br /> quality standard. Because the data set used in the near-field analysis included 83.3%nondetected data, an <br /> estimation of an ambient river concentration was required. The monitoring location R-1 ambient nitrite <br /> concentration employed in the near-field analysis was estimated by setting the ambient level at the method <br /> detection limit(MDL)of 0.002 mg/l associated with the City's nondetected data. The MDL is from the City's <br /> NPDES self-monitoring data. <br /> Projected median nitrite concentrations in the San Joaquin River at buildout of the WQCF(27 mgd)under critical <br /> (600 cfs)river flows would be 0.03 mg/1,which is well below the Basin Plan objective(1)mg/1. Further,the <br /> WQCF effluent at the point of discharge is projected to have an average total nitrite concentration of 1 mg/1, <br /> which is equal to the adopted Basin Plan objective. Therefore,the project's near-field nitrite impacts would be <br /> less than significant. <br /> IMPACT Hydrology and Water Quality—Effects of Proposed Project Discharges on Mercury(Total) <br /> 4.9-17 Concentrations in Receiving Waters. The incremental change in total mercury concentration in the San <br /> Joaquin River due to an increase in proposed Project effluent would be slight and below the magnitude of <br /> change that could be reliably measured in the field.Additionally,projected, median total mercury <br /> concentrations in the San Joaquin River are well below the CTR Human Health criterion of 0.051,ug/L. The <br /> proposed project WWTP upgrades would be designed and operated to comply with the NPDES permit <br /> effluent limits for mercury, which are, in turn, based on the lowest criteria determined to be protective of <br /> beneficial uses. This impact is considered less than significant. <br /> Manteca WQCF NPDES self-monitoring data from the San Joaquin River at monitoring location R-1 (just <br /> upstream of the WQCF discharge) for dry/below normal water years were used to calculate an estimated impact <br /> of WQCF effluent total mercury in the San Joaquin River under critical(600 cfs)and dry/below normal(1,250 <br /> cfs)river flows at the existing permitted discharge of 9.87 mgd and at proposed discharges of 17.5 and 27 mgd. <br /> The project is projected to produce treated effluent with an average total mercury concentration of 0.01 ug/µg/11 <br /> at the point of discharge. Projected median total mercury concentrations in the San Joaquin River with buildout of <br /> the WQCF (27 mgd)under critical(600 cfs)river flows would be 0.006µg/1,which is well below the California <br /> Toxics Rule (CTR)Human Health criterion of 0.051 gg/1. Regarding methylmercury, it is anticipated based on an <br /> analysis of the data generated from the 2004-2005 Central Valley Clean Water Agency Mercury Study that future <br /> methylmercury levels in WQCF tertiary treated effluent should not exceed,on average,the 0.06 ng/1 <br /> methylmercury implementation goal set forth in the draft Sacramento–San Joaquin Delta Methylmercury TMDL <br /> (CVRWQCB,2006a). <br /> Mercury is a 303(d)-listed constituent for Delta waters,with resource extraction(i.e.,mining activity) cited as its <br /> key source. Sources of total mercury in the Delta include tributary inflows from upstream watersheds, <br /> atmospheric deposition,urban runoff, and municipal and industrial wastewater,with more than 96%of identified <br /> DER EDAW <br /> City of Manteca 4.9-43 Hydrology and Water Quality <br />
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