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i <br /> • Soil Chemical Analytical Data Soil samples collected from Borings MW-9, MW-10, and MW-11 at <br /> depths of 11 5 and 16 5 fbg did not contain detectable levels of TPPH, BTEX, and MTBE The soil <br /> samples from MW-I 1 did not contain detectable levels of oxygenate compounds <br /> Soil chemical analytical data are presented in Table 2 and shown on Plate 4 Certified analytical <br /> reports for soils are contained in Appendix C <br /> Ground Water Chemical Analytical Data Ground water samples were collected from the newly <br /> installed wells (Wells MW-9, MW-10, and MW-1 1) on December 2, 1997 as well as from the rest of <br /> the site wells The results of the ground water samples collected from the three newly installed wells <br /> are summarized below <br /> Ground water samples collected from Wells MW-9, MW-10, and MW-11 did not contain detectable <br /> levels of TPPH, BTEX, MTBE, and oxygenate compounds <br /> The ground water chemical analytical data are presented in Table 3 and shown on Plate 3 <br /> DEEP WELL INSTALLATION <br /> One of the phases of the recent investigation included installation of three ground water monitoring <br /> wells to monitor the second water bearing zone identified during the October 1997 CPT <br /> investigation Two of the wells are located on the subject site and one well is located off-site on the <br /> 2452 Country Club Boulevard property Wells MW-12, MW-13, and MW-14 were installed during <br /> December 1997 at the locations shown on Plate 2 The procedures for drilling and well installation <br /> are detailed below <br /> Field Procedures <br /> The installation of these three wells involved three phases of drilling The first phase entailed <br /> drilling a pilot hole extending though the first water bearing zone and terminating in the fine grained <br /> sediments beneath the first water bearing zone The second phase of drilling utilized mud-rotary <br /> drilling equipment to install a steel conductor casing in each boring to seal off the first water bearing <br /> zone The third phase of drilling was performed with hollow stem auger drilling equipment to drill <br /> the borings to their final depths and for installation of the monitoring wells <br /> The pilot holes for MW-12 and MW-13 were drilled with a hollow stem auger drilling equipment to <br /> depths of 56 and 55 fbg, respectively The pilot hole for MW-14 was drilled with mud-rotary drilling <br /> equipment to the depth of 50 fbg The hollow stem auger rig was not used for drilling the pilot hole <br />. for MW-14 because of access issues at the off-site location <br /> 240-0783 12 <br />