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10/02/2001 11 12 2094683433 PI77H FLOOR PAGE 02 <br /> PUBLIC HSEk�CJLf� <br /> SAN JOAQUIN COUNTY <br /> ENVIRONMENTAL HFALTH DIVISION <br /> Karen Furst, AM D , M PH , Health Officer jo 304 East Weber Avenue,Third Floor Stockton, CA 95202 i <br /> 209/468-3420 <br /> FRANK GUINTA SEP 0 6 2001 <br /> Gt1INTA ENTERPRISES <br /> 305 N UNI O\ROAD <br /> lNIANTECA CA 95377 <br /> RE APPROVAL OF REMEDIAL ACTION PLAN SITE CODE 1426 <br /> FRANKS EXXON <br /> 2072 W YOSEMITE AVE <br /> MANTECA CA 95377 <br /> San Joaquin County Public Health Services, Environmental Health Division(PHS/EHD)has reviewed the <br /> Remedial Action Plan(RAP)prepared for Frank's One Stop The RAP,dated August 3, 2001, was <br /> written by Aqua Science Engineers and submitted to PHS/FHD on your behalf <br /> The workplan is approved as written Adequate and necessary elements of the workplan,per California <br /> Health and Safety Code, section 25299 37(e)(3))include <br /> . 1) Installation of an air sparge/soil vapor extraction system <br /> 2) Modification to the current groundwater extraction system <br /> 3) Modtfication to the current water treatment system <br /> Prior to implementing the RAP,a 30-day comment penod is required A public par-heipation notice will <br /> be posted on site on September 10,2001 Additionally, letters µill be sent to the impacted parties and a <br /> copy of the RAP will be made available at the Manteca library After public comments have been <br /> addressed and amendments made to the RAP (if necessary), the RAP should be implemented as soon as <br /> possible <br /> Despite approving the RAP,PHS/EHD has some reservations regarding the ongoing site investigation <br /> The statement is made on page 13 of the RAP that, "Remediation of deeper water-bearing zones on-site is <br /> not necessary at this time" While we agree that remediation of deeper water bearing zones does not need <br /> to be addressed immediately, it should be emphasized that remediation of the deeper water bearing zones <br /> may need to be addressed in the future The site investigation has not adequately addressed the water <br /> bearing zone that occurs at a depth of about 30 to 60 feet below ground surface (bgs),which is at an <br /> elevation approximately 10 to 30 feet below mean sea level In a letter to Mr Bob Trommer of the State <br /> Water Resources Control Board dated November 30, 2000,PHSIBHD made the following statements <br /> The CPT[cone penetrometer test] logs indicate that the hthology consists of interbedded silts, <br /> silty sand,clayey sand,and clay to a varying depth of about 33 to 35 feet bgs These sediments <br /> are apparently saturated at a depth of about 15 feet bgs A consistent,relatively thick sand and <br /> gravel unit underlies the mterbedded,fine-grained sediments and extends to a depth of 60 or 70 <br /> feet bgs The sand and gravel unit is underlain by fine-grained interbedded sediments <br /> lithelogically similar to the sediments in the first 30 feet <br /> • <br /> A Dreiston of San Joaquin Couirry HMth Care semcci <br />