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3500 - Local Oversight Program
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PR0545390
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Entry Properties
Last modified
3/5/2020 9:29:41 AM
Creation date
3/5/2020 9:01:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545390
PE
3528
FACILITY_ID
FA0003109
FACILITY_NAME
COUNTRY MARKET
STREET_NUMBER
10476
Direction
W
STREET_NAME
LINNE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25312030
CURRENT_STATUS
02
SITE_LOCATION
10476 W LINNE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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RRevised Site Investigation Report & Case Closure Request Q <br /> Country Market O <br /> 10476 West Linne Road, Tracy, California <br /> Antea Group Project No. CTRYMKTUST a ntea g ro u p <br /> field activities to identify underground utilities near the proposed borings. Antea Group notified the appropriate <br /> site contacts and the SJCEHD priorto commencing field activities. <br /> 2.2 Soil Borings <br /> Antea Group advanced two soil borings (SB-1 and SB-2) in the northwest portion of the site near the former USTs. <br /> Soil boring SB-1 was located in the middle of the former UST pit. SB-2 was located approximately 20 feet east of <br /> the UST pit, between the pit and the store. The boring locations are shown on Figure 2. <br /> Penecore Drilling (Penecore), subcontracted by Antea Group, advanced these borings using dual tube direct-push <br /> drilling equipment. SB-1 was advanced to a total depth of 20-feet bgs. SB-2 was advanced to 10-feet bgs. <br /> Prior to drilling, Penecore cleared each borehole location to a depth of 5-feet bgs using hand augering equipment. <br /> Upon completion of sampling activities, the borings were backfilled with neat cement in accordance with SJCEHD <br /> requirements and capped with concrete to match the existing surface. <br /> 2.3 Sampling <br /> 2.3.1 Soil Sampling <br /> During boring advancement, Antea Group collected continuous soil samples for lithologic logging using the field <br /> procedures outlined as Appendix B. <br /> An Antea Group geologist logged the lithology in accordance with the Unified Soil Classification System and <br /> screened the soil samples for volatile organic vapors at approximately 1-foot intervals using a photoionization <br /> detector (PID). PID readings were recorded on their respective boring logs. <br /> Antea Group collected and submitted soil samples for laboratory analysis as follows: <br /> • At depths of 10- and 20-feet bgs in borings SB-1; <br /> • At depths of 5- and 10-feet bgs in boring SB-2; <br /> Soil samples retained for laboratory analysis were labelled with a unique sample name and placed in an ice-cooled <br /> chest following chain-of-custody procedures. Antea Group submitted the soil samples to Alpha Analytical, Inc, a <br /> National Environmental Laboratory Accreditation Program (NELAP) certified laboratory, for the following analyses: <br /> • Total Petroleum Hydrocarbons — Purgeable (Gasoline Range Organics) [TPH-P (GRO)], using Environmental <br /> Protection Agency ( EPA) Test Method 80158/82608; BTEX, MTBE, and 1,2-Dichloroethane (1,2-DCA) by <br /> EPA Test Method 82608; and <br /> • Total lead by EPA Method 6020/6020A. <br /> 3 www.anteagroup.com <br />
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