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r � � SCOPE OF WORK Planning and Permits Smith Technology has completed the soil boring permit application for the proposed subsurface investigation. The permit application and associated fees (check no. 1196) are attached to this workplan. Smith Technology will also schedule field personnel and equipment, notify Underground Service Alert to locate underground utilities as required, and perform any other necessary field preparation and job start-up activities. Advancement of Soil Borings To determine the extent of soil and groundwater contamination at the site, three soil borings will be advanced to approximately 20 feet below ground surface (bgs). Two of the borings will be placed inside the excavation area of the former UST at the approximate locations where the 1988 soil samples were collected. The third boring will be placed in the estimated downgradient direction of groundwater flow from the former UST on the east side of the driveway. The Fire Department has requested that we not drill through the driveway due to the presence of 6 inches of concrete reinforced with 314" rebar and a fiberglass mesh. Proposed boring locations are shown on Figure 2. The three borings will be advanced to using truck mounted Geoprobe® narrow diameter, direct push technology. Drilling will be conducted by a State-licensed (C57) drilling company. A field geologist will be present to log all soil samples. Descriptions of soil types encountered and sample collection intervals will be recorded on boring logs. Soil samples will be collected at five foot intervals, field screened with a Photoionization Detection (PID) meter, and up to two soil samples from each of the three borings will be submitted for laboratory analysis. Soil sample selection will be based on PID measurements and field observations (i.e. odor and soil discoloration). One groundwater sample will be collected from each boring at the depth groundwater is first encountered, approximately 10 feet bgs. A Geoprobe® Screen Point 15 Groundwater Sampler will be threaded onto the leading end of the Geoprobe when the groundwater is encountered. While the sampler is advanced, O-ring seals and an expendable drive point will provide a watertight system to ensure sample integrity. When the tool has been advanced to the desired depth, extension rods will be sent downhole to brace the bottom of the sample screen as the tool casing is retracted. When the casing is retracted, up to 41-inches of screen with slot sizes of 0.004 inches will be exposed. Teflon tubing with a check valve attached to one end will be inserted down the casing until it is immersed in groundwater. Water will then be pumped through the tubing and to the ground surface by oscillating the tubing up and down. w:W77391re vM\wkp.doc 2 • SNftN