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E <br /> w <br /> TABLE 3 <br /> g . Summarr of Monitor Well Construction <br /> Total Cement/Bentonite Bentonite Depth <br /> Oeoth acreen Grout: Beal .,_ Ql� 4 Water <br /> MW 9 90' 40' to 90' Of to 40' 35' to 381 211 61.2' <br /> �. MW 10 90' 40' to 90' 0' to 40' 35' to 38' 2" 62.6' <br /> MW 11 90' 40' to 90' 0' to 40' 35' to 38' 41' 63.1 ' <br /> The well screens were set well above the existing water level depth <br /> of 60± feet because the, original depth to water was about 35 feet <br /> in 1987. Soil samples were ccllected every five feet for <br /> lithologic logging and laboratory analysis, Table 3 summarizes <br /> bore hole/monitoring well information including total depth, sample <br /> locations, analyzed soil sample locations, and depth to water. <br /> Individual drill hole logs are presented in the Appendix. <br /> The monitoring wells were developed using a bailer and sparge and <br /> groundwater samples collected. These groundwater samples along <br /> with selected soil samples from monitoring well bore holes were <br /> transported to a DOHS Certified Laboratory for chemical analysis. <br /> The results of the analysis are presented in Tables 4 & 5. Bailed <br /> water from.well development was stored :in barrels until results t <br /> " from,.,well .tested for THP/BTX were received. <br /> f _ <br /> Page 5 <br /> a <br />