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%L RLEY COOLNG 70WER*IPANY •GROUNDWATER EX-1 2ACTION AND =-—kTI'1ENr SYSTEM <br /> SAN JOAQLZ;COLLA-TY <br /> RESPONSE TO CObDGNTS <br /> 0 January 2003 <br /> pre._de hydraulic conrm'_ity with tae Calaveras River. The lack of dilution <br /> re_.:'-s in more stringers= effluent limitations tc protect drinking water stane_ <br /> and aquatic life. The Discharger may elect to conduct flow mord.oring of the SDC <br /> to determine the actual flow regime, and to m'-e extent seasonal zz—s milative <br /> capacity is available in receiving water to accommodate constituents in e <br /> effuent which exceed reasonable potential c feria, this permit contains a re- <br /> opener to consider final eMuent limitations based upon demonszated assim;-s-4ve <br /> capacity. The Discharge-may submit additional receiving wate- zharacterz_on <br /> to remonstrate the flow -:gime and pollutant assimilative capad and ask e <br /> Re onal Board to re-eg.m the permit to consider this new infor^ation. <br /> • Aquatic toxicity testing conducted since 1995 has shown that the 1fCTC <br /> discharge consistently meets the aquatic to dciry criteria. <br /> Response: Short-term whole effluent toxic:-~-(WET)tests are used as par: c::he <br /> wa_?nt of evidence approach to assessing toxics control and toxicity. In the <br /> Technical Support Doc=ent for«ater Q.:=ry-based Toxics Control (TSD. <br /> March 1991), USEPA --commends an inte=ated chemical-speci5c, whole <br /> e_ ent and bioassessment approach to fu y protect aquatic habitats. The-`CTC <br /> discharge enters a receiving water body with aquatic life beneficial uses. A <br /> noted in the TO Factsheet, individ.ral priority pollutants, including copper and <br /> hexavalent chromium, have been identified :n the treated effluent at <br /> ccncentrations which exceed appropriate ac::atic life criteria, therefore indi�:dual <br /> po''-utant effluent limita:�ons and monitor:^_= are required. <br /> • <br /> Tl:e RQWCB set the cr.ginal TDS permi. limit at 500 mgIT and subse. Fnrly <br /> raised the limit to 1000 mg17 because the groundwater had naturally oc r ting <br /> levels of TDS higher titin 500 M_-7 <br /> • T1-0 RWQCB presents ro factual data that the 1000 mg/7 TDS adversely _sects <br /> az,'cultural crops. The RWQCB simply states "its presence can be z-owth <br /> limiting to certain agricultural crops". In fact, based on the RWOCB desc--cion <br /> of the Stockton Diver-.7,g Canal, during cite dry period when. the MCTC s the <br /> or.:-; water in the Carz: we find is diffcu'. to imagine that after evapora _r and <br /> percolation that there s sufficient-,cater for irrigation use. <br /> • Tne TDS limit should be based on the dilution during the period the <br /> Calaveras River is diverted through the Canal. The RWQCB states that r ; are <br /> required to apply the beneficial uses of municipal and domestic supply -o the <br /> Stockton Diverting Canal because Stare Board Resolution No. 88-5.5 was <br /> incorporated into the 3asin Plan. The Stockton Diverting Canal is not ce-.�cred <br /> to the Calaveras River during the dry period and therefore does not <br /> ,cater with the Calaveras River during this period. We believe that during.-._ dry <br /> period the Canal shouic not be ccrsiderec:art of the Calaveras River. <br />