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PR0523929
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/30/2019 10:47:55 AM
Creation date
5/30/2019 10:22:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0523929
PE
2965
FACILITY_ID
FA0016100
FACILITY_NAME
WRP #1/ CITY OF LATHROP
STREET_NUMBER
18800
STREET_NAME
CHRISTOPHER
STREET_TYPE
WAY
City
LATHROP
Zip
95330
APN
19813035
CURRENT_STATUS
01
SITE_LOCATION
18800 CHRISTOPHER WAY
QC Status
Approved
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EHD - Public
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INFORMATION SHEET ORM NO. R5-2004-0028 22 <br /> CITY OF MANTECA, CITY OF LATHROP AND DUTRA FARMS <br /> WASTEWATER QUALITY CONTROL FACILITY <br /> SAN JOAQUIN COUNTY <br /> not protective of actual bioaccumulation conditions in the River. Health advisories by the Department <br /> of Health Services remain in effect for human consumption of fish in the Delta, including the San <br /> Joaquin River at Manteca, due to excessive concentrations of mercury in fish tissue. These current <br /> warnings and available fish tissue data confirm that there is currently no assimilative capacity in the <br /> Delta for mercury. <br /> Group A organo-chlorine pesticides, which include lindane, endrin aldehyde and DDT are also on the <br /> 303(d) listing. The Basin Plan sets forth a water quality objective that requires that organo-chlorine <br /> pesticides not be present in the water column in detectable concentrations. The SIP designates <br /> acceptable minimum laboratory detection levels for lindane, endrin aldehyde and DDT at 0.02 ug/1, <br /> 0.01 ug/1 and 0.01 ug/l, respectively. The organo-chlorine pesticide effluent concentrations and <br /> corresponding reporting levels are at or below the SIP minimum levels and meet the Basin Plan <br /> objective. Based on these considerations, effluent limitations for Group A pesticides are not required <br /> in this Order. <br /> Effluent samples collected from January 2002 to December 2002 contained mercury concentrations <br /> ranging from 0.013 ug/1 to 0.028 ug/l. Receiving water monitoring for mercury over the same period <br /> provided results ranging from 0.0036 ug/1 to 0.0093 ug/l. Table 14 summarizes the mercury data and <br /> statistics associated with the mercury results. <br /> The effluent and receiving water have also been monitored for Group A pesticides and PCBs on four <br /> occasions during 2002. Dioxin (2,3,7,8-TCDD)was monitored twice during 2002. These constituents <br /> were not detected in the effluent or receiving water samples. Detection limits for DDT, PCB and the <br /> 2,3,7,8-TCDD were not adequate to determine compliance with the water quality criteria, therefore <br /> continued monitoring is required in this Order. Table 10 summarizes these results. <br /> 11.3.1 Interim Requirements - Bioaccumulative Priority Pollutants <br /> The SIP recommends that the Regional Board consider whether the mass loading of bioaccumulative <br /> pollutants should be limited in the interim to "representative current levels"pending development of <br /> applicable water quality standards or TMDL allocation. The intent is, at a minimum, to prevent further <br /> impairment while a TMDL for a particular bioaccumulative constituent is being developed. Any <br /> increase in loading of mercury to an already impaired water body would further degrade water quality. <br /> An interim effluent mass limitation for mercury has been determined using the WQCF design flow of <br /> 8.11 mgd and the maximum observed concentration. The data and calculation, as summarized in Table <br /> 14,provided an interim yearly mass limitation for mercury of 0.69 pounds/year(as total recoverable). <br /> To track the Discharger's compliance with the interim mass limitation, the Discharger is required to <br /> calculate a 12-month consecutive running average of the mass loading for mercury. Starting on the <br /> 12`h month after adoption of this permit, and for every month thereafter,the total mass pollutant <br /> loading for the previous twelve months will be reported in the monthly discharge monitoring reports <br /> and compared against the interim mass limitation calculated in the previous section. In addition to the <br />
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