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Ripona Market Vertical Groundwater Investigation II Report Page 3 The water samples collected from the three wells contained petroleum compounds The highest concentrations were found in MW-2 and the lowest in MW-1 ' Table of Laboratory Water Sample Results (July 31, 2000) Sample I D Gasoline I Benzene I Toluene I E-Benzene I Xylenes Oxygenates MW-1 008 ND 13 22 85 ND ' MW-2 068 33 19 15 71 6300 mtbe, 1000 t-Btl , 2 3 tame MW-3 Oil ND 20 25 12 3 2 mtbe ND=Non Detect NA=Not Analyzed, Gasoline reported in Mg/L BTEX and Oxygenates in pglL ' The wells were surveyed for elevation so that a gradient can be determined Groundwater flow direction is from the WSW direction with a gradient of 0 009 ft/ft 1 A survey of nearby well receptors was conducted within a 2000-foot radius of the site The nearest down gradient well to the east is located slightly over 2000 feet away On November 18, 2002 M J Kloberdanz &Associates, using a Geoprobe (direct push technology) provided by V&W Drilling, advanced a soil boring to a depth of 60 feet ' to collect soil and water samples north of the former UST excavation (B-2) Soil samples were collected every five feet to a depth of 55 feet for geological interpretation A 60-foot soil sample was not collected due to refusal at a depth of 59 feet However, a laboratory groundwater sample was collected between depths of 55 and 59 along with a sample from medium grained unconsolidated course sand at 45 feet in depth The Geoprobe was relocated adjacent to boring B-2 and a second ' attempt to collect at soil sample at 60-feet attempted The Geoprobe was unable to penetrate below 38 feet in depth in the second boring Several soil samples, collected from boring B-2, were submitted for laboratory analysis due to the close proximity of ' this boring to the original release All soil and groundwater laboratory samples were reported below detection limits for the compounds analyzed with the exception of 0 5 µg/L of Toluene in the 60-foot water sample ' Boring B-3 was located east of the original UST excavation on November 19, 2002 Uncertain that the Geoprobe could penetrate the soil below 38 feet in depth an ' attempt to drill, without soil sampling, directly to 60 feet in depth was made The Geoprobe was unable to penetrate below 38 feet in depth A water sample was collected at 38 feet and the hole abandoned The water sample contained 1 1 µg/L ' Toluene Soil samples for laboratory or geological interpretation were not collected Since the Geoprobe was not able to penetrate the consolidated sandy clays, the remainder of the work was rescheduled with a hollow stem auger and Simulprobe ' sampling device On January 21, 2003 M J Kloberdanz & Associates, using a hollow stem augur and ' Simulprobe sampling device provided by V&W Drilling, advanced a soil boring to a depth of 60 feet to collect soil and water samples west of the former UST excavation (B-4) Soil samples were successfully collected every five feet for geological 1 1