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en vir®s® <br />• <br /> The elevations of the newly installed wells have been surveyed by a licensed surveyor <br /> relative to the existing site wells The top of casing and top of vault box elevations for each <br /> of the new wells were surveyed to the nearest 0 01 foot <br /> Decontamination Procedures <br /> Drilling and sampling equipment were decontaminated prior to beginning work and <br /> between activities performed at each boring Drilling equipment was inspected prior to <br /> drilling each boring <br /> 2.3 Ground Water Sampling and Well Development <br /> On February 6, 1997, Blaine Tech Services (Blaine) of San Jose, California developed <br /> Wells MW-6, MW-7, and MW-8 by surging and purging the wells and pumping 10 casing <br /> volumes from each well Water level measurements and ground water samples were <br /> collected from Wells MW-2 through MW-8 by Blaine on February 6, I997 The results of <br /> this ground water sampling event were reported in Enviros' March 4, 1997 "Quarterly <br /> Monitoring Report- First Quarter 1997" Analytical data from the first quarter 1997 <br /> ground water sampling event are summarized in Table 3 of this report <br />• 3 0 FINDINGS <br /> 3.2+ Geology and Hydrogeology <br /> Lithology encountered during the drilling of the exploratory soil borings consisted of clay, <br /> silt, clayey sand, silty sand, sand, and gravel to a depth of approximately 46 5 fbg First <br /> encountered ground water occurred in the borings at depths of 8 5 to 9 fbg Ground water <br /> in the wells later stabilized at approximately 5 6 to 7 8 fbg <br /> Water level data collected during the ground water sampling event on February 6, 1997 <br /> was used to construct the ground water contour map shown in Plate 3 The direction of <br /> ground water flow was determined to be generally southwesterly on site and northwesterly <br /> north of the site The hydraulic gradient was determined to be 0 006 <br /> 3.2 Soil Chemical Analytical Data <br /> Soil samples from 5 and 10 fbg from boring MW-6 and from 6 5 and 11 5 fbg from <br /> Boring MW-7 contained non-detectable (ND) levels of TPPH and benzene <br /> Soil samples collected from Boring MW--8 at the depths of 5, 10, and 15 fbg contained ND <br /> levels of TPPH and benzene The soil sample collected at 20 fbg from Boring MW-8 <br /> contained 960 parts per million (ppm) TPPH and 5 2 ppm benzene <br /> Soil samples collected from RW-B1 at the depths of 11, 31 5, 36 5, 41 5, and 46 5 fbg <br /> contained TPPH at concentrations ranging from ND to 82 ppm and benzene concentrations <br /> . ranging from 0 014 to 1 6 ppm <br /> 371 3 <br />