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v <br /> ASSOCIATEATC <br /> S INC <br />' In September and October 2002, cone penetration testing (CPT) borings CPT1 and CPT2, <br /> Geoprobe (direct push) borings CPTla and CPT2a, and groundwater monitoring wells MW-4 <br /> through MW-8 were installed at the site CPT1 and CP I'2 borings were advanced to 120 and 139 <br />' feet bgs, respectively, to provide continuous stratigraphic definition in the borings Grab <br /> groundwater samples were collected from CPTIa and CPT2a at depths of 109 and 114 feet bgs, <br /> respectively Monitoring wells MW-4 through MW-8 were completed to a total depth of 65 feet <br />' bgs CrVI was not detected in soil samples collected from the boreholes of MW-4 through MW- <br /> 8 CrVI was detected in groundwater samples collected from wells MW-2 through MW-7 in <br /> September 2002, with the highest concentration detected at 4 0 mg/I in the groundwater sample <br /> collected from well MW-3 CrVI was detected at concentrations of 0 170 and 0 012 mg/1 in grab <br /> groundwater samples collected from borings CPTIa and CPT2a, respectively These grab <br /> samples were collected from the deeper water-bearing zone Total chromium was detected in the <br /> water samples collected from all the wells, including the facility well, with the highest <br /> concentration detected at 6 2 mg/t in the groundwater sample collected from MW-3 The grab <br /> groundwater samples collected from CPT1 a and CPT2a were not analyzed for total chromium <br /> These findings and results were presented in ATC's report titled Summary Report of Additional <br /> Subsurface Investigation, dated November 1, 2002 <br /> On April 29 and 30, 2003, ATC supervised the installation of monitoring well MW-9 MW-9 <br /> was installed in the northern portion of the site to a depth of 113 feet bgs to correspond with the <br /> deeper water-bearing zone encountered in boring CPT1 Laboiatoiy analytical results of a <br /> groundwater sample collected from MW-9 on May 5, 2003, indicated that CrVI and total <br /> chromium were detected at concentrations of 0 0049 and 0 0081 mg/l, respectively Refer to <br /> ATC's report Summary Report of Additional Subsurface Invevtrgation Deep Well Inve,stiganon, <br /> dated May 8, 2003, for additional information <br />' 2.0 SOIL AND GROUNDWATER SAMPLE COLLECTION <br /> Soil and groundwater samples were collected at the site and submitted to PRIMA Environmental <br />' (PRIMA) in Roseville, California to be utilized in the bench scale treatability study Historical <br /> information indicates the soil sample collected by WA from below Vault 8 at a depth of 14 8 feet <br /> bgs contained the highest concentration of CrVI (75 milligrams per kilogram [mg/kg]) <br />' Groundwater samples collected from MW-3 have historically contained the highest concentrations <br /> of CrVI with respect to the other monitoring wells <br />' 221 Soil Sample Collection Activities <br /> On October 13, 2004, a geologist from ATC supervised the advancement of two soil borings, <br />' SB 10 and SBI I The locations of the soil borings are shown on Figure 2 The borings were <br /> advanced by Woodward Drilling, California License C57 710079, utilizing a hollow stern auger <br /> drilling rig Soil boring SB I O was advanced beneath a chiller unit in the vicinity of Vault 8 to <br /> collect soil samples potentially impacted by CrVI The decision to collect soil samples from <br /> beneath the chiller unit was a result of a meeting at the site with CRWQCB, DWG, and ATC <br /> staff on February 3, 2004 Soil boring SB10 was advanced at a 35 degree angle Flom vertical un a <br /> southerly direction to obtain soil samples fiom three depth intervals beneath the chiller unit <br /> S lenvironmental1625831rf purtslh4nclt test rpt doc 3 <br />