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r <br /> Ripona Market October 28,2004 <br /> Corrective Action Plan <br /> rThe water samples collected from the three wells contained petroleum <br /> compounds The highest concentrations were found in MW-2 and the lowest to <br />' MW-1 <br />' Table of Laboratory Water Sam le Results (July 31, 2000) <br /> Sam le I D Gasoline I Benzene I Toluene I E-Benzene I Xylenes. Oxygenates <br /> MW-1 008 ND 13 22 85 ND <br />' MW-2 068 33 19 15 71 6300 mtbe, 1000 t-Btl , 2 3 tame <br /> MW-3 Oil ND 20 25 12 3 2 mtbe <br /> ND=Non Detect NA=Not Analyzed, Gasoline reported in Mg/L BTEX and Oxygenates in pg/L <br /> r <br /> The wells were surveyed for elevation and groundwater calculated to flow to the <br /> west south west with a gradient of 0 009 ft/ft A survey of nearby well receptors <br /> within a 2000-foot radius of the site determined that the nearest down gradient <br /> well was to the east, slightly over 2000 feet away <br /> On November 18, 2002 M J Kloberdanz & Associates, using a Geoprobe (direct <br /> push technology) provided by V&W Drilling, advanced a soil boring (B-2) <br /> located north of the former UST excavation to refusal at a depth of 59 feet Soil <br /> samples were collected every five feet to a depth of 55 feet for geological <br /> interpretation However, a groundwater samples were collected at 55 to 59 and at <br /> 45 feet in depth The Geoprobe was relocated adjacent to boring B-2 in an <br /> attempt to collect"60 foot soil sample at 60/feet attempted The Geoprobe was <br /> unable to penetrate below 38 feet in depth in the second boring Several soil <br /> samples, collected from bonng B-2, were submitted for laboratory analysis due to <br /> the close proximity of this boring to the original release All soil and groundwater <br /> laboratory samples were reported below detection limits for the compounds <br /> I analyzed with the exception of 0 5 µg/L of Toluene in the 60-foot water sample <br /> Boring B-3 was located east of the original UST excavation on November 19, <br /> 2002 Uncertain that the Geoprobe could penetrate the soil below 38 feet 1n depth <br /> I an attempt to drill, without soil sampling, directly to 60 feet in depth was made <br /> The Geoprobe was unable to penetrate below 38 feet in depth A water sample <br /> was collected at 38 feet and the hole abandoned The water sample contained 1 1 <br /> µg/L Toluene Soil samples for laboratory or geological interpretation were not <br /> collected <br /> Since the Geoprobe was not able to penetrate the consolidated sandy clays, the <br /> remainder of the work was rescheduled with a hollow stem auger and Simulprobe <br /> sampling device On January 21, 2003 M J Kloberdanz & Associates, using a <br /> hollow stem augur and Simulprobe sampling device provided by V&W Drilling, <br /> advanced a soil bonng to a depth of 60 feet to collect soil and water samples west <br /> of the former UST excavation (B-4) Soil samples were successfully collected <br /> every five feet for geological interpretation with selected samples submitted for <br /> laboratory analysis Laboratory groundwater samples were collected at 45 and 60 <br /> feet in depth with use of the Simulprobe sampling device All laboratory soil <br /> 3 <br />