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FIELD DOCUMENTS AND WORK PLANS 2000-2003
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FIELD DOCUMENTS AND WORK PLANS 2000-2003
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Last modified
2/22/2019 6:24:05 PM
Creation date
2/22/2019 2:58:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
AND WORK PLANS 2000-2003
RECORD_ID
PR0009002
PE
2960
FACILITY_ID
FA0004040
FACILITY_NAME
SPX COOLING TECHNOLOGIES INC
STREET_NUMBER
200
Direction
N
STREET_NAME
WAGNER
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
14331007
CURRENT_STATUS
01
SITE_LOCATION
200 N WAGNER AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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WASTE DISCHARGE REQUIREMENTS ORDER NO.R5-2002-XXXX 9 <br /> MARLEY COOLING TOWER COMPANY <br /> SAN JOAQUIN COUNTY <br /> (9/15/00). Without regard to dilution, this MEC exceeds the acute aquatic life Criterion <br /> Maximum Concentration(CMC) and the chronic aquatic life Continuous Criterion Concentration <br /> (CCC) for hexavalent chromium (16 µg/L(ppb) and 11 µg/L(ppb)respectively). New water <br /> quality based effluent limitations have been calculated based upon methodologies in the SIP. <br /> The specific calculations are further described in the attached Information Sheet. <br /> Considering that the Stockton Diverting Canal may at times have little or no flow and provide <br /> little or no assimilative capacity for hexavalent chromium, final water quality based effluent <br /> limitations have been developed using the steady state model in the SIP,with no credit provided <br /> for dilution. The acute and chronic effluent concentration allowance's (ECA's)were set equal to <br /> the aquatic life criterion for hexavalent chromium, and the most limiting long-term average <br /> (LTA) discharge condition was determined using Table 1 of the SIP, using a default coefficient <br /> of variation of 0.6. The average monthly effluent limitation(AMEL) and maximum daily <br /> effluent limitation (MDEL)were then calculated using multipliers in Table 2 of the SIP. <br /> New final average monthly(8.0 µg/L(ppb)) and daily maximum (16 µg/L(ppb)) effluent <br /> limitations for hexavalent chromium have been established in this Order in accordance with <br /> Sections 1.3 and 1.4 of the SIP. With proper operation of the existing treatment facilities, the <br /> Discharger is capable of meeting these new limitations, therefore a time schedule for compliance <br /> is not included in this new Order. <br /> 21. Previous Order No. 93-221 included effluent limitations for total chromium based upon the <br /> protection of human health. For Chemical Constituents at page III-3.00, the Basin Plan states `At <br /> a minimum, water designated for use as domestic or municipal supply (MUN) shall not contain <br /> concentrations of chemical constituents in excess of the maximum contaminant levels (MCLS) <br /> specified in the following provisions of Title 22 of the California Code of Regulations...' As a <br /> result, and considering the fact that the Stockton Diverting Canal provides little or no dilution, <br /> this Order retains the 50 µg/L (ppb)monthly average effluent limitation for total chromium <br /> which is necessary to comply with the primary California MCL contained in Title 22, California <br /> Code of Regulations (CCR) and incorporated as chemical constituent water quality objectives in <br /> the Basin Plan. The Discharger operates treatment facilities specific to the removal of <br /> chromium. Results of effluent monitoring indicate the treatment facilities, when properly <br /> operated, are capable of reducing concentrations of total chromium below this existing <br /> limitation. <br /> 22. Previous Order No. 93-221 included effluent limitations for arsenic based upon the protection of <br /> human health. The Basin Plan.states that waters shall not contain chemical constituents in <br /> concentrations that adversely affect beneficial uses. At a minimum, water designated for use as <br /> domestic and/or municipal supply shall not contain concentrations of chemical constituents in <br /> excess of maximum contaminant levels (MCL's). The new USEPA primary MCL for arsenic is <br /> 10 µg/L (ppb). Federal regulations at 40 CFR Section 122.44(d)(1)(vi)(A) allow the state to <br /> establish effluent limitations using an explicit state policy interpreting its narrative objectives. <br /> Use of the USEPA Primary MCL is appropriate to implement the narrative chemical constituent <br /> objective. Results of effluent monitoring indicate concentrations of arsenic in the final effluent <br /> are below this existing limitation. Therefore,the existing monthly effluent limitation of 10 µg/L <br /> (ppb) for arsenic is retained in this new Order. <br />
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