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d engineers inc <br /> McClellan g , e <br /> 2140 Eastman Avenue,Ventura,California 93003, <br /> Tel.(805)644-5535,Telex:659241 <br /> EN F`ERtM1 f5E�v1C�"S <br /> March 9, 1988 <br /> Project No. 0588-1603 <br /> Ogden Environmental Services, Inc. <br /> 10955 John Jay Hopkins Drive <br /> San Diego, CA 92121 <br /> Attention: William S. Rickman <br /> Groundwater Assessment Plan <br /> Ogden Foods Underground Tank <br /> 1405 South Fresno Avenue <br /> Stockton, California <br /> In response to your request of March 4, 1988, we have prepared this <br /> groundwater assessment plan to further evaluate the nature and extent of <br /> groundwater contamination at the above-referenced location. A preliminary <br /> assessment of groundwater contamination was provided by Kleinfelder and <br /> Associates in a report dated April 8, 1987. The report indicated that <br /> benzene, toluene, xylene, and ethylbenzene (BTXE) were not detected in the <br /> three wells. Monitoring Well MW-1 detected 0.3 ppm total petroleum hydrocar- <br /> bons. The groundwater gradient at this time was to the north. <br /> The wells were resampled by McClelland Engineers on February 16, 1988. <br /> The groundwater gradient at the time of sampling was to the northeast. No <br /> detectable concentrations of TPH or BTXE were found in the groundwater <br /> samples. <br /> To further evaluate groundwater characteristics at the project site <br /> McClelland proposes to install three additional groundwater monitoring wells. <br /> The wells will be constructed according to state and county requirements for <br /> monitoring wells. Our services will include the following: <br /> 1. Drill three borings to a depth of up to 20 feet below the water <br /> table; install 2-inch-diameter PVC wells (top of screen set at a <br /> depth of about 5 feet below ground surface) , locking covers and <br /> traffic boxes; develop each well and sample the groundwater accord- <br /> ing to EPA methodology. One groundwater sample will be collected <br /> from each well for chemical analysis. Soil samples will be <br /> obtained at 5-foot intervals in each boring. <br /> 2. Collect groundwater samples from the two existing on-site water <br /> supply wells. <br />