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• <br /> • 25 Octobei 2002 <br /> AGE-NC Project No 02-0964 <br /> Page 2 of 8 <br /> The Modesto, Riverbank and Turlock Lake Formations and overlying Recent alluvium are the <br /> principal sources of domestic ground water in the 13,500-square mile San Joaquin Valley Ground <br /> Watei Basin(Basin 5-22) Based on review of the Lanes of Equal Depth to Groundwater Sprang 1999 <br /> map published by the San Joaquin County Flood Control District and Water Conservation District <br /> (FCD&WCD), the estimated depth to ground water at the site to be 30 feet bsg Review of the map <br /> Lines of Equal Elevation of Groundwater Sprang 1998 (FCD&WCD) depicts the regional gi ound <br /> water flow di ection towards the northwest and west Review of previous ground water monitoring <br /> at the site and historical depth to gi ound water maps(FCD&WCD)dating back to 1971 suggests that <br /> ground water depth near the site has fluctuated between 50 feet bsg and 60 feet bsg <br /> 2 2 UNDERGROUND STORAGE TANK REMOVAL <br /> An unnamed sen vice station operated at the site from the 1940's until the 1960's Reportedly foul <br /> USTs wei e filled with sand and abandoned in place in the late 1960's <br /> A Standaid Oil Service Station operated at the site from the 1960s until 1980 Subsequently, the <br /> • USTs associated with this fuel system were removed, the location of the formei USTs during this <br /> period is uncertain, but is believed to be at the northeast comes of the site <br /> Neither UST decomirussioning was verified with soil sample collection <br /> 23 PREVIOUS SITE ASSESSMENTS <br /> Ten soil borings have been advanced and three ground water monitoring wells have been installed at <br /> the site to assess the vertical and lateral extent of impacted soil and ground water The following is <br /> a sunnrnaly of milestone events at the site <br /> On 22 May 2000, a total of seven on-site soil borings were established by Hydra-Geo Consultants <br /> Inc with a Geopi obe sampling ng Boi Ings A, B and C were established on the northeast cornel of <br /> the site and borings D through G were established on the west and southern edge of the former <br /> service station location,to a depth of 45 feet below surface grade(bsg) Based on laboratory analysis <br /> • Total petroleum hydrocarbons as gasoline and diesel (TPH-g and TPH-d) were detected in <br /> soil samples collected during boring operations at concentrations as high as 300 milligrams <br /> per kilogram(mg/kg) and 2,400 mg/kg, respectively, in the sample from boring A at 30 feet <br /> bsg BTEX compounds were detected in the soil samples at maximum concentrations of 0 5 <br /> ring/kg(toluene), 1 5 mg/kg(ethylbenzene)and 30 mg/kg(xylenes)in the sample from boring <br /> . A at 40 feet bsg <br /> • TPH-g and TPH-d wei e detected in grab ground water samples collected during the soil <br /> boring operations at concentrations as high as 470,000 micrograms per liter (pg/1) and <br /> 230,000 µg/l, respectively, in the sample from boring A Dissolved BTEX compounds were <br /> .advanced GeoEnvmonmental,lite <br />