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MW <br /> FINAL REMEDIATION PLAN <br /> Shell Oil Coma <br /> 620 West Charter Way,Stockton,California <br /> Delta Project No.404&586 <br /> Page 22 <br /> Ground-water remediation will be accomplished by'c�aractfon;treatmentAud dLs <br /> pm-L Tho gound walers <br /> -Oontainh;g dissolved petroleum constituents wj1Ebe.ptimpedfrotim weusuw,MW-7,-and <br /> at an approidmatc-rate:of Q8,gpm_per-welI vWera vacuum of 8 inches Ng for,a:maximum total flow rate <br /> ,,of-2,4 gpnLt:From:monitoOng.1p�4,MW-2,MW-7,"and MW-9,the groulud water discharge will.be passed" <br /> through apetrol.emproductMatersepariorcant,lbeeirti-itwill then fldWthrough adual�stggegrgpular-P <br /> actMVM'6rbon-system,:,..j:carbon system was chosen as a treatment method based on its hydrocarbon <br /> removal efficiency, the low ritzign flow rate, and economical considerations for meeting the discharge <br /> requirements. Water ftm the:imatment system,will then be directed to.the,01y,sanitary.sewer,A <br /> The water-phase granular activated carbon treatment system design summary is given in Appendix G of this <br /> report. -A'he desigii-eniculatIons"Specify;- -IMAmit tarbon train% -Ab4otb.er:ufiiL',-Wffl_&—JaifL <br /> apprcrdmtttei,200obhcii6fgranular`activated cirbbilI 71a.units will b&pliced fif series;-with a sgriplU <br /> tap and boGster pump,between the units.empty bed contact time will be approximately 20 minutes per unit, <br /> and breakthrough of tM`lead unit is expect 4_p 9l;cq, pTavmately 6.0 days, <br /> Whcn,breakthwugh.on.the lead unit occurs;the secondary unit.will put�iu.the lead configuration and a 4 <br /> new unit will.be placed in the secondary configuration. In this manner,the maximum amount of petroleum <br /> constituents can be adsorbed while utilizing the minimum amount of carbon, Spent carbon units will be sent. <br /> off site for regeneration of the carbon. <br /> An LEU meter will be installed,as required by-the City,to shut the system off in the,event.that.the air <br /> hydrocarbon-concentrations at-the pnint of-discharge into the sewer exceed 10 percent of"the LEL'.of- <br /> -gasolim <br /> A flow sheet for the combined soil and ground water remediation system is shown in Figure 10. A site plan <br /> showing the proposed equipment location is shown in Figure 11. Figure 12 showi the detail of the remedial <br /> equipment area. <br />