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ARCHIVED REPORTS XR0009005
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2900 - Site Mitigation Program
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PR0503634
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ARCHIVED REPORTS XR0009005
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Last modified
5/7/2019 4:57:36 PM
Creation date
5/7/2019 4:41:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009005
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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(s � <br /> enviros® <br /> 2.0 FIELD PROCEDURES <br /> 2.1 Exploratory Soil Borings <br /> Two exploratory soil borings (GP-1 and GP-2) were drilled and sampled on February 22, <br /> 1996 using the Geoprobe system The lithology of the Boring GP--1 was logged by an <br /> Enviros geologist using the Unified Soils Classification System and Munsell Color chart <br /> Encountered lithology is described on the exploratory boring Iogs presented in <br /> Appendix A, and a summary of the soil boring data is presented in Table 1 <br /> Boring GP-2 was an angle boring drilled at an angle of 30 degrees from vertical The <br /> lithology of GP-2 was not logged due to the drilling method used for this boring In order <br /> to keep the angle of the boring as true as possible the Geoprobe tool was pushed to the <br /> desired sampling depth where the soil sample was then collected Interval sampling in the <br /> angle boring would likely have caused deviation from the 30 degree angle This would <br /> have prevented collecting soil samples from the desired sampling location below the USTs <br /> The locations of the borings are shown on Plate 2 <br /> Soil samples were collected from the borings using a Geoprobe coring sampler for <br /> lithologic description and head-space analysis Sampling intervals were screened for the <br /> presence of organic vapors using a photo ionization detector(PID) PID readings are <br /> recorded on the boring log <br /> • The soil samples were collected in acrylic tubes, capped, labeled, entered onto a <br /> Chain-of-Custody record, and stored in a cooler with ice The samples were <br /> transported to Sequoia Analytical (Sequoia) in Redwood City, California, a state- <br /> certified environmental laboratory, for analysis <br /> The soil samples were analyzed for Total Purgeable Petroleum Hydrocarbons <br /> (TPPH) according to EPA Method 8015 (modified) and benzene, toluene, <br /> ethylbenzene, and xylenes (BTEX), and methyl tertiary-butyl ether (MTBE) <br /> according to EPA Method 8020 Additional analysis was performed on the soil <br /> sample collected from GP-2 This included Fractional Organic Carbon Content <br /> (FOC), Porosity, Permeability, and Toxicity Characteristic Leaching Potential <br /> (TCLP) for TPPH and BTEX <br /> Decontamination Procedures <br /> Drilling and sampling equipment were decontaminated prior to beginning work and <br /> between sampling intervals Drilling equipment was inspected prior to drilling <br /> 3.0 FINDINGS <br /> 3.1 Geology and Hydrogeology <br /> Lithology encountered during the drilling of the exploratory soil borings consisted <br /> primarily of clayey sand (SC), silty sand (SM), and sand (SP) to a depth of approximately <br /> 357 2 <br />
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