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<"%TC <br /> A S S O C I A T E S I N C . <br /> SCOPE OF WORK <br /> Drvwell Abandonment <br /> ATC proposes to abandon on-site drywells NW, SW, NE, and SE. The drywell locations are <br /> shown on Figure 2 in the bottom of a pond area. The depth of the pond area is approximately <br /> four feet below ground surface (bgs). The drywells are approximately 30-inch diameter and 25- <br /> feet deep. In the center of each drywell is a 4-inch steel center pipe. A small ramp will be <br /> constructed in the southwest corner of the pond area to provide access for the equipment <br /> necessary to complete the drywell abandonment. The well monuments will be removed from the <br /> top of each well. ATC personnel will monitor the site and soil cuttings with a flame ionization <br /> detector during the abandonment of the drywells. A vacuum rig will be used to remove gravel Qo,Z <br /> from around the center pipe of each drywell. First water will be injected into the drywell to/ <br /> loosen up the gravel pack. The gravel and water will then be removed from the drywells using <br /> the vacuum rig. Near each drywell a shallow pit will be excavated and lined with visquene <br /> plastic. The gravel, injection water, and soil cuttings from each drywell will be placed in these <br /> pits and one composite soil sample will be collected from each spoils pile. <br /> After removing as much gravel as possible from each drywell, the center pipe from each drywell <br /> will be removed using a bucket auger rig. The bucket auger rig will then overdrill each drywell <br /> to the anticipated total depth of each drywell, approximately 25 feet bgs. Once the bottom of <br /> each drywell has been verified, another two feet of soil will be removed from each drywell and a <br /> soil sample will be collected from the bottom of each drywell. Soil cuttings will be placed in the <br /> dedicated pits described above. <br /> Soil Sample Analysis <br /> In accordance with the PHS/EHD Guidelines for Closure of Shallow Dry Wells, all eight <br /> samples (four bottom samples and four cuttings samples) will be analyzed for volatile organic <br /> chemicals (VOCs) by EPA method 8260, semi-volatile organic compounds (SVOCs) by EPA <br /> Method 8270, total petroleum hydrocarbons as gasoline (TPHg) and as diesel (TPHd) by EPA <br /> method 8015, total oil and grease (TOG) by method 5520, and for toxicity characteristics of <br /> metals CAM 17 by TCLP analysis. A State-Certified analytical laboratory will analyze all eight <br /> soil samples on a 24-hour tum-around time. <br /> Borehole Backfilline <br /> �o v' <br /> Once analytical results have been received ATC will verbally request regulatory approval to <br /> backfill the borings, if appropriate. The drywells will be backfilled with a sand slurry from the <br /> bottom to 8 feet bgs. The drywells will then be capped with a cement slurry from 8 feet bgs to <br /> the surface. Both slurry mixtures will be delivered to the site by an aggregate company and <br />