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Appendix B Advanced <br /> AGE Project No. 99-0559 Environmental <br /> Page 7 of 12 n.M 9 <br /> OFF-SITE CPT LITHOLOGIC INVESTIGATION: SEPTEMBER AND OCTOBER 2002 <br /> Five paired borings (CPT-4 to CPT-8) were advanced off-site utilizing CPT technology to <br /> model the geological and hydrogeological framework and to assess the lateral and locally <br /> the vertical extent of dissolved petroleum-hydrocarbons off the site. Lithologic data was <br /> collected from an initial CPT soil boring at each boring location, a twin boring was then <br /> advanced immediately adjacent to the initial CPT soil boring to collect grab groundwater <br /> samples from selected depths. Soil borings were advanced vertically to the following total <br /> depths at the specified locations. A site plan depicting boring locations is presented in <br /> Figure 2: CPT-4 was advanced to 118 feet below surface grade (bsg) at the northern <br /> edge of the Waterloo Road sidewalk, west of the site; CPT-5 was advanced to 125 feet <br /> bsg on the eastern edge of Golden Gate Avenue, approximately 150 feet south of <br /> Waterloo Road; CPT-6 was advanced to 165 feet bsg on the western edge of Chronicle <br /> Avenue, approximately 250 feet south of Waterloo Road; CPT-7 was advanced to 145 <br /> feet bsg on the western edge of Sutro Avenue, approximately 100 feet north of Waterloo <br /> Road; and CPT-8 was advanced to 168 feet bsg on the western edge of Golden Gate <br /> Avenue, at Waterloo Road. Groundwater sample was collected from the CPT borings at <br /> the following intervals: <br /> • CPT-4 was sampled at 70 feet (HU3), 90 feet (HU4), 125 feet bsg (HU5U); <br /> • CPT-5 was sampled at 70 feet (HU3) 100 feet (HU4) and 150 feet bsg (HUSL); <br /> • CPT-6 was sampled at 70 feet (HU3), 100 feet (HU4), 125 feet (HU5U) and 150 <br /> feet bsg (HUSL); <br /> • CPT-7 was sampled at 70 fee (HU3) t, 100 feet (HU4) and 130 feet bsg (HU5U); <br /> and <br /> • CPT-8 was sampled at 70 feet (HU3), 100 feet (HU4), 125 feet (HU5U) and 165 <br /> feet bsg (HU5L/HU6). <br /> ANALYTICAL RESULTS OF GROUNDWATER SAMPLES: OCTOBER 2002 <br /> A total of nineteen discrete, groundwater samples was collected from HU2, HU4, Upper <br /> HU5 and Lower HU5 and submitted for laboratory analysis. <br /> HU2 <br /> Samples CPT4-70, CPT5-70, CPT6-70, CPT7-70 and CPT8-70 were collected from HU2, <br /> the upper most occurrence of groundwater from the CPTs. TPH-g was detected only in <br /> samples CPT4-70 and CPT8-70 at concentrations of 1,100 micrograms per liter(pg/1) and <br /> 150 pg/l, respectively. The BTEX compounds toluene and xylenes were detected in <br /> sample CPT8-70 at concentrations of 1.4 pg/I and 1.1 pg/l, respectively. The fuel additive <br /> MTBE was detected in CPT4-70, CPT6-70 and CPT8-70 at a maximum concentration of <br /> 1,500 pg/I (CPT4-70); ETBE were detected in CPT4-70 and CPT8-70 at a maximum <br /> concentration of 3.4 pg/I (CPT4-70); and 1,2-DCA was detected in CPT8-70 at 6.2 pg/l. <br />