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2900 - Site Mitigation Program
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PR0515574
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COMPLIANCE INFO
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Last modified
11/19/2024 10:19:29 AM
Creation date
2/12/2020 10:50:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0515574
PE
2950
FACILITY_ID
FA0012225
FACILITY_NAME
POMBO PROPERTY (PRIME SHINE)
STREET_NUMBER
1755
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23217020
CURRENT_STATUS
01
SITE_LOCATION
1755 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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19 October 2011 <br /> AGE-NC Project No. 11-1999 <br /> Page 2 of 4 <br /> to depths of 20 feet bsg. Boring locations may be modified in the field depending on site <br /> conditions. Approximate boring locations are illustrated in Figure 2. <br /> Borings will be advanced using a GeoProbe direct-push drill rig. Soil samples will be <br /> collected from each boring at five-foot intervals. According to recent information available <br /> on the State of California Geotracker website, ground water at the site likely occurs <br /> between 10 feet and 15 feet bsg. Grab ground water samples will be collected from a <br /> minimum of three soil borings. Additional grab ground water samples may be collected if <br /> ground water is encountered during advancement of the remaining borings. <br /> Soil and grab ground water samples will be submitted to a California Department of Public <br /> Health (CDPH)-Certified laboratory and selected samples will be analyzed for: <br /> • Total petroleum hydrocarbons (TPH-all) in accordance with EPA-method 8015- <br /> modified; <br /> • Volatile organic compounds (VOCs) in accordance with EPA-method 826013; <br /> • LUFT metals: Cd, Cr, Ni, Cu, and Pb in accordance with EPA Methods 6010 and <br /> 200.7. <br /> Upon completion of the field work and receipt of laboratory analysis, a brief report will be <br /> prepared. The report will be reviewed and signed by a California Professional Geologist. <br /> PROBE BORING ADVANCEMENT <br /> Probe borings will be advanced using a van-mounted Geoprobe 5400 direct-push probing <br /> unit equipped with 1.25-inch probing rods. The Geoprobe advances soil probe borings <br /> using a hydraulic hammer to drive soil and ground water sampling tools to specified <br /> depths. <br /> SOIL SAMPLE COLLECTION AND ANALYSIS <br /> Soil samples will be collected at discreet five-foot intervals using a 1.25-inch Geoprobe soil <br /> sampling assembly loaded with four six-inch brass sleeves. Upon sample retrieval, the <br /> ends of the second sleeve will be covered with Teflon sheets, capped and sealed with <br /> tape. <br /> Appropriately sealed and labeled samples will be placed in a chilled container under ice <br /> and transported under chain-of-custody procedure to a CDPH-certified laboratory. Each <br /> .ldranced GcoEmironmcntal,Inc. <br />
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