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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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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 Total Aluminum <br /> 4.9-6 Concentrations in Receiving Waters. The proposed WQCF upgrades would be designed and operated to <br /> comply with the NPDES permit effluent limits for total aluminum.Available science indicates that effluent <br /> limits substantially greater than the proposed discharge concentrations under the project would be <br /> sufficiently protective of the beneficial uses of the San Joaquin River. Because the project's discharge <br /> concentrations of aluminum would be substantially below discharge concentrations shown by available <br /> scientific studies to be protective of water quality, the project would result in less-than-significant <br /> aluminum impacts. <br /> Manteca WQCF NPDES self-monitoring data from the San Joaquin River were analyzed from monitoring <br /> location R-1 just upstream of the WQCF discharge(see Exhibit 4.9-1). Data corresponding to dry/below normal <br /> water years were used to calculate the estimated water quality effect of WQCF effluent total aluminum discharges <br /> to the San Joaquin River under critical(600 cfs)and dry/below normal(1,250 cfs)river flows at the existing <br /> permitted discharge of 9.87 mgd and at proposed discharges of 17.5 mgd and 27 mgd. <br /> The current NPDES effluent limitation for total aluminum is 71 ug/l based on a pH of 8.4 and a temperature of <br /> 26°C(CVRWQCB 2004) on a monthly average,which is below the U.S. EPA chronic ambient water quality <br /> criterion for total aluminum(87µg/1). This criterion is often used by the RWQCB to interpret the narrative <br /> toxicity objective contained in the Basin Plan. The daily maximum NPDES effluent limitation for aluminum is <br /> 140µg/l. <br /> Past water quality data collected from the WQCF indicate that aluminum concentrations in the existing effluent– <br /> and the San Joaquin River–exceed these limitations. Therefore,the City is exploring various compliance options <br /> to meet these effluent limits, and has been granted the opportunity by the RWQCB to assess compliance with the <br /> aluminum effluent limits using the acid soluble method for aluminum analysis and/or by conducting a Water <br /> Effects Ratio(WER)to develop a site specific objective(SSO). Based on the data collected to date,the acid- <br /> soluble measurement does not appear to be useful or applicable to compliance measurement because the analysis <br /> of the acid-soluble portion of a total metal commonly does not result in significantly lower values of the total <br /> metal when compared to the analysis of the metal without acidification. In addition,the RWQCB does not allow <br /> the use of dissolved aluminum for compliance purposes. The proposed project is projected to produce treated <br /> effluent with an average daily total aluminum concentration of 150µg/1 at the point of discharge under buildout <br /> (27 mgd) conditions. <br /> During critical and dry/below normal San Joaquin River flow conditions, an increase in WQCF effluent discharge <br /> would slightly decrease total aluminum concentrations in the San Joaquin River downstream of the discharge <br /> compared to permitted discharge rates (9.87 mgd)as shown in Table 4.9-13. Further,proposed discharge <br /> concentrations(743.7 to 757.6µg/l)would be below existing measured aluminum concentrations(785.1 µg/1 at <br /> R-1, 50%concentration) and would have a diluting effect in river concentrations. A slight increase in total <br /> aluminum mass loading to the river is also projected. While the modeling indicates that estimated concentrations <br /> of total aluminum in the river exceed EPA chronic ambient water quality criterion(87µg/l) for the metal(Table <br /> 4.9-13),the current U.S. EPA chronic water quality criterion for total aluminum as applied to the San Joaquin <br /> River is believed to be over restrictive and over protective of beneficial uses because the criterion does not take <br /> into account the local water quality characteristics (high pH and high hardness)that reduce the toxicity of <br /> aluminum to aquatic life. The 87µg/L U.S. EPA chronic criterion is based on toxicity tests using striped bass and <br /> brook trout in water with pH between 6.5 and 6.6 and hardness concentrations (as CaCO3)of less than 10 mg/L <br /> (striped bass)and 12.3 mg/L(brook trout). WER studies conducted since this time and anecdotal evidence <br /> support the conclusion that aluminum is substantially less toxic at the higher pH and hardness values that are <br /> typical in the San Joaquin River. (LWA 2007). <br /> DER EDAW <br /> City of Manteca 4.9-35 Hydrology and Water Quality <br />
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