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Last modified
5/18/2020 3:03:46 PM
Creation date
5/18/2020 2:54:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545689
PE
3528
FACILITY_ID
FA0005164
FACILITY_NAME
FISCO WAREHOUSE
STREET_NUMBER
1648
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
00000
CURRENT_STATUS
02
SITE_LOCATION
1648 SHAW RD
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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s <br /> r 5- <br /> 07 <br /> 07 May 2009 <br /> AGE-NC Project No. 97-0343 <br /> Page 2of7 <br /> 2.1. ADVANCEMENT OF SOIL PROBE BORINGS <br /> On 14 and 15 April 2009,two soil probe borings (P1 and P-2)were advanced to total depths of 50 <br /> feet below surface grade (bsg) utilizing a van-mounted Geoprobe 5400 direct-push probing unit <br /> equipped with 1.25-inch diameter probing rods;the probing unit advances soil probe borings using <br /> a hydraulic hammer to drive soil sampling tools to specified depths. To assess the extent of <br /> petroleum hydrocarbon contamination remaining after termination of SVE remediation conducted <br /> on-site, confirmation boring P1 was advanced within the former UST area, immediately south of <br /> monitoring well MW-9;while confirmation boring P2 was advanced south of the former UST area, <br /> immediately southeast of dual completed well MWNW-2. Figure 2 depicts the locations of the <br /> confirmation soil borings. <br /> 2.2. SOIL SAMPLE COLLECTION <br /> Discrete soil samples were collected using the Geoprobe push-driven 2-inch diameter soil sampler <br /> fitted with four one-inch diameter,six-inch long stainless steel sleeves at 5-foot intervals,beginning <br /> at 5 feet bsg and terminating at the total depth of the borings (50 feet bsg). <br /> Soil samples were preserved by covering both ends of the second stainless steel sleeve with Teflon <br /> sheets, capping and sealing with tape. Each preserved sample sleeve was labeled with soil boring <br /> location, depth, time, date and sampler's initials and stored in a chilled container under ice. <br /> Soil samples retrieved from the borings were visually classified on a boring log by AGE personnel <br /> in accordance with the Unified Soil Classification System(USCS); soil boring logs are provided in <br /> Appendix B. Additionally, soil samples were field-screened for the presence of volatile organic <br /> compounds using an organic vapor meter [OVM] equipped with a photo-ionization detector(PID: <br /> Thermo Environmental 580, 10.0 eV, calibrated to isobutylene); concentration readings were <br /> recorded on the boring logs. <br /> 2.3. LABORATORY ANALYSIS OF SOIL SAMPLES <br /> Selected soil samples were transported under chain-of-custody procedures to Cal Tech <br /> Environmental Laboratories, a Department of Public Health Services(DPHS)-certified laboratory, <br /> and for analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) in <br /> accordance with EPA Method 8015 Modified; <br /> • Compounds benzene, toluene, ethylbenzene and xylenes (BTEX) in accordance with EPA <br /> Advanced GeoEnvironmental,Inc. <br />
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