Laserfiche WebLink
a <br /> 15 November 2011 <br /> AGE-NC Project No. 11-1999 <br /> Page 2 of 5 <br /> below surface grade (bsg); borings B7, 1311, and B12 were advanced to depths of <br /> approximately 16 feet bsg; and boring B10 was advanced to a depth of approximately 18 <br /> feet bsg. Soil borings were advanced utilizing a truck-mounted, PowerProbe 9600 <br /> direct-push probing unit equipped with 1.25-inch diameter probing rods. The PowerProbe <br /> advances soil probe borings using a hydraulic hammer to drive sampling tools to specified <br /> depths. <br /> 2.1. SOIL SAMPLE COLLECTION <br /> Soil samples were collected at discreet five-foot intervals beginning at 5 feet bsg in borings <br /> 131 through B12 using a 1.25-inch diameter Geoprobe soil sampling assembly loaded with <br /> four six-inch stainless steel sleeves. After collection, the ends of a selected stainless <br /> sleeve were covered with Teflon sheets, capped and sealed with tape. Sample sleeves <br /> were labeled with soil boring location, depth, time, date and sampler's initials and then <br /> placed in a chilled container. <br /> Soil sample duplicates were extruded into plastic bags and field-screened for the presence <br /> of organic vapors using an organic vapor meter (OVM), equipped with a photo-ionization <br /> detector(PID). Additionally, the soil was visually classified in accordance with the Unified <br /> Soil Classification System (USCS). PID readings and soil classifications were recorded on <br /> boring logs, provided in Appendix A. <br /> 2.2. GRAB GROUND WATER SAMPLE COLLECTION <br /> Grab ground water samples were collected from each boring, with the exception of B10, <br /> at depths between approximately 16 and 21 feet bsg utilizing a Geoprobe Screen Point 15 <br /> Ground Water Sampler TM (GWS). Each ground water sample was extracted using inertial <br /> action by lowering Teflon tubing through the hollow center of the push rods into the GWS. <br /> Sufficient sample was collected to fill three 40-ml EPA-approved volatile organic analysis <br /> (VOA)vials and one 1-liter amber bottle, each without preservative. Ground water sample <br /> containers were labeled with soil boring designation, date, time, and samplers initials and <br /> then placed in a chilled container. <br /> 2.3. SAMPLE ANALYSIS <br /> Soil and grab ground water samples were transported under chain-of-custody to Cal Tech <br /> Environmental Laboratories (CTEL), a California Department of Public Health (CDPH)- <br /> Certified laboratory and selected samples were analyzed for the following chemical <br /> constituents: <br /> Advanced CeoEnvironmental,Inc. <br />