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G. <br /> The Beverage Source Inc <br /> '02/799-5030 <br /> .ay 25, 1988 <br /> long brass sample tubes. The sampler was driven 13 inches ahead✓ <br /> of the augers at each sample point. The collected samples were <br /> sealed, capped and packed on ice in an insulated cooler for <br /> subsequent delivery to Groundwater 'technology Environmental <br /> Laboratories (GTEL) accompanied by a Chain-of-Custody manifest. <br /> Each sample was labeled with the boring number, sample number and <br /> depth at which• th•a sample was taken. Soil sampling was conducted <br /> in accordance with GTI's Standard Operating Procedures (SOPS) 11, <br /> 14 and 15 (see Appendix II) . Selected samples were analyzed for <br /> TPH using EPA Method 418. 1; TPH as gasoline and BTEX using <br /> modified EPA Method 5030/8015/8020; and for PNAs using EPA Method <br /> 8100. <br /> MONITORING WELL INSTALLATION <br /> The three soil borings which were drilled to depths ranging <br /> between 48 and 52 feet, encountered groundwater at depths of <br /> approximately 39 feet. Monitoring wells were installed within <br /> the three soil borings to provide access for long term monitoring <br /> and groundwater sampling (see Figure 2 for monitoring well <br /> locations) . <br /> The three monitoring wells were constructed of 2-inch <br /> diameter ?VC ;vel'_ screen (0.020-0ch machine slatted) and blank <br /> casing. The wells were installed to total depths of 48 to 52 <br /> feet and constructed of 30 _et of well screen in the bottom of <br /> each boring threaded to blank FVC casing surface. A sand <br /> pack consisting of washed ..P3 Loneszer Lapis Luster sand was <br /> placed in the annulus from the bottom of the boring to a point <br /> .approximately J feet above the screened interval, he wells were <br /> Completed ��yh a bLtanits Sea_ and sand-cement L=C .r to surface. <br /> laand <br /> ...-- <br /> were � staCking cap andtra=fic-ratec street o : 2e^ aea <br />