Laserfiche WebLink
02 December 1998 <br /> AGE-NC Project No. 98-0463 <br /> Page 3 of 5 <br /> assurance/quality control (QA/QC) reports, and sample chain of custody documentation were <br /> presented in the Phase I reportwith the findings and recommendations. This report was prepared for <br /> submission to the Public Health Services-Environmental Health Division (PHS-EHD) of San <br /> Joaquin County. <br /> 4.0. PROCEDURES <br /> Prior to conducting the field work, a work plan and a site-specific health and safety plan were <br /> prepared by AGE and submitted to the San Joaquin County Public Health Services-Environmental <br /> Health Department(PHS-EHD) for approval, which was granted. AGE also procured the permits <br /> required to advance the boreholes. <br /> Five exploratory borings were advanced on the property to assess ground water for metals, <br /> chlorinated pesticides and semi-volatile organic compounds. The field work was conducted on 13 <br /> and 14 August 1998. One so�ga <br /> be boring (probing) was advanced on 13 August and four were <br /> advanced on 14 August uti Izeopro a 5400 direct push soil sampling machine. Grab ground <br /> water samples were collected from each probe boring, no soil samples were collected. Additional <br /> sample was collected from one sampling point on 25 August 1998.Z <br /> Advancement of soil probe borings was accomplished utilizing AGE's van-mounted Geoprobe 5400, <br /> equipped with 1.125-inch diameter probe rods with an attached 2.15-inch diameter soil sampler. <br /> Ground water was encountered in each probe boring at a depth of approximately 16.5 feet bsg. Grab <br /> ground water samples were collected from each soil probe boring at a depth of 20 feet bsg using 10 <br /> feet of a temporary PVC screen and 10 feet of a temporary PVC blank casing. The probe rods were <br /> advanced four feet into the ground water, pulled out, and a screened casing was inserted into the <br /> saturated zone. Ground water was allowed to enter the casing, and samples were retrieved using a <br /> modified PVC tubing bailer utilizing a Geoprobe water sampling assembly. Upon collection,ground <br /> water samples were transferred into three 40-m1 EPA-approved VOA vials containing 0.5 ml 18% <br /> hydrochloric acid as a preservative, and into a one-liter amber bottle without preservation. Each <br /> sample container was labeled with the location, time, date and sampler's initials. <br /> The samples were logged on a chain-of-custody form, stored in a chilled container and transported <br /> under chain-of-custody to a McCampbell Analytical Inc. (MAI) a DTSC-certified laboratory. The <br /> grab water samples were analyzed in accordance with: EPA Methods 6010/200.7; 7470/7471/245.5; <br /> 7060/206.2; 7740/270.2; and 7841/279.2 for the CAM/CCR 17 metals, and 608 and 3510 or 8080 <br /> and 3550 for chlorinated pesticides (including PCBs). <br /> Additional sample was needed to conduct an EPA Method 8270 analysis for semi-volatile organic <br /> compounds,and was acquired on 25 August 1998. The grab ground water sample was acquired by <br /> advancing a 3-inch hand auger boring three feet into the saturated zone and inserting a 2-inch <br />'' Advanced GeoEnviron mental,Inc. <br />