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' 10 May 1999 <br /> • AGE-NC Protect No 95-0111 <br />' Page 2 of 6 <br /> Quarterly Report - March 1999 <br />' GRANT LINE GAS & FOOD <br /> 2420 Grant Line Road, Tracy, California <br /> 1.0. INTRODUCTION <br />' At the request of Mr Joe Taste Jr , Advanced GeoEnvironmental, Inc (AGE), has prepared this <br /> Quarterly Report for field activities performed at 2420 Grant Line Road, Tracy, California The site <br />' setting is illustrated in Figure 1 Monitoring well locations on the site are illustrated in Figure 2 A <br /> detailed background of previous work performed at the site was presented in Quarterly Report - <br /> December 1996, dated 28 February 1996,prepared by AGE <br /> 2.0. PROCEDURES <br /> The installation of two additional ground water monitoring wells was conducted in January 1999 and <br />'. the quarterly ground water monitoring event was conducted on 25 March 1999 The well installation, <br /> quarterly monitoring and sampling was performed in accordance with Central Valley Regional <br /> Water Quality Control Board (CVRWQCB) and San Joaquin County Public Health Services - <br /> IEnvironmental Health Division (PHS-EHD) guidelines <br /> 21 DRILLING AND SOIL SAMPLING <br /> On 19 January 1999, soil borings MW7 and MW8 were drilled and completed as ground water <br /> monitoring wells Boring MW7 was established at the western edge of a landscape box at the <br /> northwest end of the site, northwest of the UST system Boring MW8 was established on the <br /> southern edge of Giant Line Road, approximately 80 feet east of the well MW-5 Both borings were <br /> completed as ground water monitoring wells The location of the wells are depicted in Figure 2 <br />' Installation of the wells was performed using a truck-mounted CME 75-HT drill rig equipped with <br /> continuous flight, 8-inch and 10-inch, hollow-stem augers The drill rig and two-man crew were <br /> supplied by Soil Exploration Services(SES)of Sacramento,California Samples were collected from <br /> the bonngs at five-foot intervals using a split tube sampler loaded with three clean, 2 X 6-inch brass <br /> sleeves A 140-pound hammer was used to advance the sampler 18 inches, the number of blows <br /> I required to advance the sampler in 6-inch increments was recorded on the boring logs All sampling <br /> equipment was washed in an Alconox solution and rinsed twice with water prior to each sampling <br /> Advanced GeoEnvironmental Inc. <br />