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3500 - Local Oversight Program
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PR0545689
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Last modified
5/18/2020 3:04:14 PM
Creation date
5/18/2020 2:57:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
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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24 February 2009 <br /> AGE-NC Project No. 97-0343 ` <br /> Page 2 of 4 <br /> 2.1. PRE-FIELD WORK.TASKS <br /> Site assessment permits will be obtained from the EHD. In addition,an update to the site health and <br /> safety plan presently on-file will be prepared in accordance with Occupational Safety and Health <br /> Guidance Manual for Hazardous Waste Site Activities (National Institute for Occupational Safety <br /> and Health Administration, U.S. Coast Guard and U.S. Environmental Protection Agency, 1985). <br /> Prior to mobilization, the proposed probe boring will be clearly marked and a utility clearance <br /> obtained through Underground Service Alert. <br /> 2.2. SOIL COLLECTION AND ANALYSIS <br /> AGE proposes to advance two confirmation soil probe borings for collection of soil samples using <br /> direct push technology: <br /> • Boring (P-1), located near wells MW-9 and MW-1/VW-1 (total depth approximately feet <br /> below surface grade [bsg]); to investigate_ the effectiveness of SVE remediation in the <br /> northern former UST area. <br /> • Boring (P-2), located northeast of dual-completed wells MW-2/VW-2 (total depth <br /> approximately 50 feet bsg); to investigate the effectiveness of SVE remediation in the <br /> southern former UST area. <br /> Proposed probe boring locations are presented on Figure 2 and presented in cross section on <br /> Figure 3. <br /> As each boring is advanced,soil samples will be collected at 5-foot intervals,beginning at 5 feet bsg <br /> and extending the total probe boring depths. Adequate shallow (five feet bsg) soil samples will be <br /> I,F analyzed to evaluate the potential of vapor intrusion at the site. Selected soil samples from each <br /> probe boring will be analyzed by a California Department of Public Health (CDPH)-certified <br /> laboratory for the following constituents: <br /> • TPH-g and total petroleum hydrocarbons quantified as diesel (TPH-d) in accordance with <br /> EPA Method 8015M; and <br /> Benzene,toluene,ethylbenzene,and total xylenes(BTEX)and fuel additives methyl tertiary- <br /> butyl ether (MTBE), di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), tertiary- <br /> amyl metbyl ether (TAME), tertiary-butyl alcohol (TBA), 1,2-dibromoethane (EDB), and <br /> 1,2-dichloroethane (1,2-DCA) in accordance with-EPA Method 8260B. <br /> Advanced GeoEnvironmental,Inc. <br />
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