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O6 March 2007 AGE-NC Project No. 95-0185 Page 3 of 9 AGE proposes to advance four(three off-site) soil borings using direct-push technology to collect soil samples and grab ground water samples. The direct-push soil borings will be advanced to appropriate depths to collect grab ground water samples. AGE anticipates ground water to stabilize at a depth of approximately 23 to 25 feet below surface grade (bsg) based upon ground water monitoring data collected at the site. Additionally, the scope will include the destruction of well MW-5. The well casing and screen are damaged and cannot be used for the intended purpose as a monitoring well. 2.2.1. Pilot Borings Proposed pilot borings/ground water monitoring well locations and designations are in relation to the center of the site's UST area and discussed in detail below: MW-6: Located off-site on the north side Milgeo Avenue in the City of Ripon right- of-way (ROW) (landscape: dirt area between road and private property), approximately 125 feet and 300 degrees from the center of the site's former UST area(near the location of impacted ground water at boring P6). MW-7: Located off-site on north side Milgeo Avenue in the City of Ripon ROW (landscape), approximately 65 feet and 360 degrees from the center of the site's former UST area(near the location of impacted ground water at well MW-1). MW-8: Located off-site on the west side of Wilma Avenue in the City of Ripon ROW(landscape),approximately 150 feet and 20 degrees from the center of the site's former UST area. MW-9: Located off-site on the east side of Wilma Avenue in the City of Ripon ROW (landscape), approximately 160 feet and 45 degrees from the center of the site's former UST area. 2.2.2. Direct-Push Soil Borings Proposed direct-push soil boring locations and designations are in relation to the center of the site's UST area and discussed in detail below: Advanced GeoEnvironmental,Inc.