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Grantline and East Roads <br /> Page 2 of 8 <br /> groundwater flow is to the northeast. <br /> SITE BACKGROUND AND HISTORY <br /> The current business activity at the site 1s a EXxOn, retail <br /> gasoline service station and automobile repair shop. Four steel, <br /> UST's are located on the site as shown on the attached Figure 1 <br /> They include Tank # 1, a 8000-gallon, steel tank containing diesel, <br /> Wanks # 2 and # 3 , 10000-gallon steel, gasoline tanks and Tank # <br /> 4, a 550-gallon waste oil tank. Approximately 100 feet of <br /> underground product line connect the underground fuel tanks with <br /> the dispenser pumps at the two pump islands. The age of the tanks <br /> is unknown. The tanks have never been known to have leaked nor has <br /> any inventory loss been observed. <br /> SOIL BORINGS AND SAMPLING- JULY 26, 1990 <br /> Six soil borings were drilled with. a hand auger on July 26, 1990, <br /> The locations of the borings are shown as dark circles- on the <br /> attached Figure 1. These were installed by digging with a <br /> decontaminated fence pole digger to a depth of 4 feet and then <br /> using a decontaminated 4-inch diameter hand auger to collect a 4- <br /> inch thick soil sample immediately above the groundwater zone <br /> (saturated zone) . The depth of these samples varied from 7.25 feet <br /> to 8.2 feet below surface grade.. The hand auger and fence pole <br /> digger were decontaminated before each borin <br /> was <br /> accomp . This <br /> :;ished by first rinsing with tap water, washing with TSP soap <br /> and water, rinsing with isopropyl alcohol, rinsing with distilled <br /> water and .finally, air drying the sampling tools. <br /> Boring # l was located on the east side of the tank field shown in <br /> Figure I. From a depth of 0 feet to 2 feet below grade the soil <br /> encountered was a stiff, light to dark brown clay; from a depth of <br /> 2 feet to 8 feet a damp, plastic, gray to olive-brown clay was <br /> observed; groundwater was encountered at a depth of 8 feet below <br /> grade in a saturated, sandier, ,.gray, silty clay with occasional <br /> pebbles. A strong product odor was observed at a depth of 6 feet <br /> to a' total depth (TD) of 8.7 feet. Severe <br /> p product staining was <br /> also . <br /> present at a de th of 6 feet to 8.5 feet. The water level <br /> recorded 1 hour after reaching TD, was 8.4 feet below grade. A, <br /> sheen was noticed on the surface of the water but a sample was <br /> unable to be retrieved. The sample interval was 8.2 feet <br /> feet below grade. to 8.5 <br /> Boring # 2 was located 6 feet south of Boring # 1 and was also cn <br /> the east side of the tank field. The soils encountered were the <br /> _ same type__and_-.at---the--same--depths--as--in—Boring # A strong — - - <br /> gasoline odor.was observed in the soil cuttings from a depth of 6 , <br /> feet to 7.5 feet below grade. Groundwater was encountered at depth <br /> _ of 8.8 feet below grade in a saturated, sandier, gray, ailty clay <br /> with occasional pebbles. A very slight sheen was observed on the <br /> s,r' <br /> ommodt• <br />