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SITE INFORMATION AND CORRESPONDENCE_1985-2004
Environmental Health - Public
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PR0506303
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SITE INFORMATION AND CORRESPONDENCE_1985-2004
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Last modified
7/23/2020 5:02:50 PM
Creation date
7/23/2020 4:28:31 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1985-2004
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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EHD - Public
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WASTE DISCHARGE REQUIREMENTS -4- <br /> CITY OF MANTECA AND CITY OF LATHROP <br /> WASTEWATER QUALITY CONTROL FACILITY <br /> SAN JOAQUIN COUNTY <br /> acquired by the City in the future. As these areas become available for <br /> disposal they will be added to the designated disposal area. <br /> C. Effluent Limitations (Discharge to the San Joaquin River) <br /> 1. The discharge of an effluent containing constituents in excess of the <br /> following limits is prohibited: <br /> 30-Day 7-Day 30-Day Daily <br /> Constituents Units Average Average Median Maximum <br /> BOD' mg/l 20 30 --- 50 <br /> Total Suspended mg/l 20 30 --- 50 <br /> Matter <br /> Settleable Matter ml/l 0.1 --- --- 0.2 <br /> Chlorine Residual mg/l --- --- --- 0.1 <br /> Total Coliform MPN/100 ml --- --- 23 500 <br /> Organisms <br /> Oil & Grease mg/l 10 --- --- 15 <br /> ' 5-day, 20°C Biochemical Oxygen Demand <br /> 2. The arithmetic mean biochemical oxygen demand (5-day) and suspended solids <br /> in effluent samples collected in a period of 30 consecutive days shall not <br /> exceed 15 percent of the arithmetic mean of the values for influent <br /> samples collected at approximately the same times during the same period <br /> (85 percent removal ) . <br /> 3. The discharge shall not have a pH less than 6.5 nor greater than 8.5. <br /> 4. The Discharger shall use the best practicable cost-effective control <br /> technique currently available to limit mineralization to no more than a <br /> reasonable increment. The Discharger shall comply with this limitation by <br /> (1) submit a mineralization plan for approval and (2) implementing the <br /> approved plan. <br /> 5. Survival of test fishes in 96-hour bioassays of undiluted waste shall be <br /> no less than: <br /> Minimum for any one bioassay - - - - - - - - - 70% <br /> Median for any three or more bioassays - - - - 90% <br /> 6. The maximum effluent temperature shall not exceed the natural receiving <br /> water by more than 20°F. <br /> 7. The 30-day average dry weather discharge flow shall not exceed 5.75 mgd <br /> prior to completion of the 6.95 mgd facility and 6.95 mgd after completion <br /> of the expanded facility, less the amount disposed of to land at agronomic <br /> rates. <br />
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