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• 28 February 2005 <br /> AGE-NC Project No 99-0624 <br /> Page 6 of 12 <br /> to be used by personnel <br /> • Site control measures,including work zones and security measures,and entry procedures for <br /> confined spaces <br /> • Exposure monitoring plan with monitoring methods, emergency response plan addressing <br /> hazardous material/waste releases, and medical surveillance requirements <br /> All field personnel will be trained in hazardous materials communication and will have completed <br /> a 40-hour Health and Safety Course as specified in OSHA Hazardous Waste Operations and <br /> Emergency Response Standard [29 CFR 1910 120(e)], and 8-hour annual refresher courses as <br /> necessary <br /> Site-specific information regarding the release of chemicals into the subsurface will be provided to <br /> the general public, in the form of postings at the site Additional information regarding site <br /> information will provided to parties upon request where and when available <br /> Prior to mobilization, each soil boring location will be clearly marked and a utility clearance <br /> obtained through Underground Service Alert <br /> 4 2 MONITORING WELL INSTALLATION <br /> AGE proposes to advance three pilot soil borings at the site for installation of ground water <br /> monitoring wells screened in a shallow water bearing zone, the purpose of these wells is to define <br /> the lateral extent of the MTBE plume northeast and southeast of the UST system for accurate, <br /> contaminated ground water volumetric calculations and efficient placement of subsequent <br /> remediation system(s) AGE proposes the installation of wells in the following areas (Figure 2) <br /> • One, 2-inch diameter ground water monitoring well at the western edge of the current <br /> dispenser area, screened between 45 and 65 feet bsg, to define the northeast edge of the <br /> MTBE plume, � !s'f,-- Mw t. <br /> • One, 2-inch diameter ground water monitoring well between the UST area and monitoring <br /> well MW-2, screened between 45 and 65 feet bsg, to determine lateral continuity of the <br /> MTBE plume, and <br /> • One,2-inch diameter ground water monitoring well located approximately 25 feet southeast <br /> of well MW-2, screened between 45 and 65 feet bsg (SIK u t aati ` -) <br /> The pilot soil borings will be advanced utilizing a truck-mounted, hollow-stem drill rig equipped <br /> Advanced GeoEnvironmental,Inc <br />