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ARCHIVED REPORTS_XR0003558
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545335
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ARCHIVED REPORTS_XR0003558
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Last modified
2/11/2020 7:48:30 PM
Creation date
2/11/2020 11:17:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003558
RECORD_ID
PR0545335
PE
3528
FACILITY_ID
FA0003603
FACILITY_NAME
TESORO (SPEEDWAY XP) 68152
STREET_NUMBER
401
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04513019
CURRENT_STATUS
02
SITE_LOCATION
401 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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f .:. Horizon Environmental Inc. <br /> FIELD METHODS AND PROCEDURES <br /> The following section describes field procedures that will be utilized by Horizon Environmental Inc. (Horizon) <br /> personnel in performance of the tasks involved with this project. <br /> 1.0 HEALTH AND SAFETY PLAN <br /> Field work performed by Horizon and subcontractors at the site will be conducted according to guidelines <br /> established in a Site Health and Safety Plan (SHSP). The SHSP is a document that describes the hazards that <br /> may be encountered in the field and specifies protective equipment, work procedures, and emergency <br /> information. A copy of the SHSP will be at the site and available for reference by appropriate parties during <br /> work at the site. <br /> 2.0 LOCATING UNDERGROUND UTILITIES <br /> Prior to commencement of work on site, the location of underground utilities will be researched with the <br /> assistance of Underground Service Alert (USA). USA will contact the owners of the various utilities in the <br /> vicinity of the site to have the utility owners mark the locations of their underground utilities. Work associated <br /> with the boring and monitoring well installation will be preceded by manual hand augering to a minimum <br /> depth of 5 feet below grade to avoid contact with underground utilities. <br /> 30SOIL EXCAVATION <br /> If a mobile laboratory is not available to analyze excavated soil, the soil will be evaluated using a field <br /> calibrated(using isobutylene)Thermo-Environmental Instruments Model 580 Organic Vapor Meter(OVM)or <br /> equivalent instrument. This evaluation will be done upon arrival of the soil at the ground surface in the <br /> excavator bucket by removing the top portion of soil from the bucket, and then placing the intake probe of the <br /> OVM against the surface of the soil in the bucket. Field instruments such as the OVM are useful for <br /> measuring relative concentrations of vapor content,but cannot be used to measure levels of hydrocarbons with <br /> the accuracy of laboratory analysis. Samples will be taken from the soil in the bucket by driving laboratory- <br /> cleaned brass sleeves into the soil. The samples will be sealed in the sleeves using Teflon sheets, plastic caps, <br /> and plastic zip-lock bags; labeled; and promptly placed in iced storage. If mobile laboratory or field subjective <br /> analyses suggest the presence of hydrocarbons in the soil, additional excavation and soil sampling will be <br /> performed,using similar methods. If groundwater is encountered in the excavation, groundwater grab samples <br /> will be collected from the excavation using a clean Teflon baiter. The groundwater samples will be collected <br /> as described below under "Groundwater Grab Samples". The excavation will be backfilled or fenced prior to <br /> departure from the site. <br /> 4.0 GROUNDWATER GRAB SAMPLES <br /> Groundwater grab samples will be obtained from the excavation using a clean Teflon® bailer. The samples <br /> will be transferred to appropriate clean glass containers in such a manner as to minimize loss of volatile <br /> constituents, and so that there is no headspace in the sample container and air bubbles are not present in the <br /> samples when they are inverted. If air bubbles are found, resampling will occur. The samples will be <br /> refrigerated and transported promptly to the laboratory. <br />
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