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PR0524190
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
4/3/2020 2:10:20 PM
Creation date
4/3/2020 1:50:02 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0524190
PE
2965
FACILITY_ID
FA0016241
FACILITY_NAME
STOCKTON REGIONAL WATER CONTROL FAC
STREET_NUMBER
2500
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16333003
CURRENT_STATUS
01
SITE_LOCATION
2500 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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REGIONAL BOARD RESPONSE (SWRCB/OCC FILE A-1483) -19- <br /> PETITION FOR REVIEW OF WASTE DISCHARGE REQUIREMENTS <br /> ORDER NOS. R5-2002-0083 AND R5-2002-0084 <br /> CITY OF STOCKTON REGIONAL WASTEWATER CONTROL FACILITY <br /> results in new water quality objective not adopted in accordance with Porter-Cologne, CEQA, and the <br /> APA. There are no findings of evidence to support this limit." <br /> This comment apparently stems from an error in the tentative permit. The tentative permit included 30- <br /> day average receiving water limitations for ambient pH, both for the required range (6.5-8.5) and the <br /> allowable change (0.5 units). However, this error was corrected in the late revisions. The 6.5-8.5 pH <br /> range must be applied instantaneously, whereas the 0.5 pH change can be applied over an averaging <br /> period. This is because the effects of change of pH within the optimum range have been shown to have <br /> a negligible impact on aquatic life as long as the optimal range is maintained. Information from the <br /> Stockton USGS flow monitoring station has shown that short-term "acute" dilution is very limited <br /> during tidal reversal and low net flow conditions. Therefore, the Basin Plan pH receiving water <br /> objectives were applied at end-of-pipe. <br /> "82. The Permit includes effluent limitations for copper, applied as total recoverable rather that: <br /> dissolved criteria. There are no findings and no evidence in the record to support this." <br /> Federal regulations require copper effluent limitations to be expressed in terns of total recoverable <br /> metals. 40 CFR 122.45(c) states, "All permit effluent limitations, standards, or prohibitions for a metal <br /> shall be expressed in terms of'total recoverable metal'as defined in 40 CFR part 136 unless: <br /> (1)An applicable effluent standard or limitation has been promulgated under the CWA and specifies the <br /> limitation for the metal in the dissolved or valent or total form; or (2)In establishing permit limitations <br /> on a case-by-case basis under§ 125.3, it is necessary to express the limitation on the metal in the <br /> dissolved or valent or total form to carry out the provisions of the CWA; or(3)All approved analytical <br /> methods for the metal inherently measure only its dissolved form (e.g., hexavalent chromium)." None of <br /> the exceptions to the use of total recoverable metals are applicable to this situation. <br /> FIFTH BASIS: EFFLUENT LIMITATIONS FOR HUMAN CARCINOGENS <br /> Stockton requests that the State Board direct the RWQCB to modify the effluent limitations for <br /> chloroform, dichloromethane, DBCM, BDCM, PCE,TCE, 1,1-DCE, and bis-2 ethylhexyl <br /> phthalate, and modify the findings and conclusions. <br /> "84. The Permit includes effluent limitations for chloroform, dichloromethane, DBCM, BDCM, <br /> PCE, TCE, 1,1 DCE, and bis-2 ethylhexyl phthalate based oil the CTR, the SIP, and the narrative <br /> toxicity objective. <br /> "85. The RWQCB acted arbitrarily and unreasonably in calculating the effluent limitations for <br /> chloroform, dichloromethane,DBCM,BDCM, PCE, TCE, 1,1-DCE, and bis-2 ethylhexyl phthalate, <br /> by adjusting the statistical procedures contained in the SIP. Additionally, the RWQCB acted <br /> arbitrarily and unreasonably when calculating the harmonic mean flow dilution to develop these <br /> effluent limitations." <br /> The Regional Board was not arbitrary or unreasonable in calculating effluent limitations. The SIP <br /> stipulates that the harmonic dilution is the harmonic mean river flow divided by the long-term average <br /> arithmetic mean effluent flow. The Regional Board determined that the arithmetic mean effluent flow <br />
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