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2900 - Site Mitigation Program
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PR0508198
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Last modified
2/6/2020 12:46:44 PM
Creation date
2/6/2020 11:35:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508198
PE
2950
FACILITY_ID
FA0007986
FACILITY_NAME
TOKAY SHELL
STREET_NUMBER
420
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06202042
CURRENT_STATUS
01
SITE_LOCATION
420 W KETTLEMAN LN
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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CA <br /> MBRIA <br /> STANDARD FIELD PROCEDURES FOR GEOPROBE®SAMPLING <br /> This document describes Cambria Environmental Technology's standard field methods for GeoProbe® soil <br /> and ground water sampling. These procedures are designed to comply with Federal, State and local <br /> regulatory guidelines. Specific field procedures are summarized below. <br /> Objectives <br /> Soil samples are collected to characterize subsurface lithology, assess whether the soils exhibit obvious <br /> hydrocarbon or other compound vapor odor or staining, estimate ground water depth and quality and to <br /> submit samples for chemical analysis. <br /> Soil Classification/Logging <br /> All soil samples are classified according to the Unified Soil Classification System by a trained geologist or <br /> engineer working under the supervision of a California Registered Geologist(RG)or a Certified Engineering <br /> Geologist(CEG). The following soil properties are noted for each soil sample: <br /> • Principal and secondary grain size category(i.e., sand, silt, clay or gravel) <br /> • Approximate percentage of each grain size category, <br /> • Color, <br /> • Approximate water or separate-phase hydrocarbon saturation percentage, <br /> • Observed odor and/or discoloration, <br /> • Other significant observations (i.e., cementation,presence of marker horizons, mineralogy), and <br /> • Estimated permeability. <br /> Soil Sampling <br /> GeoProbe® soil samples are collected from borings driven using hydraulic push technologies. A minimum <br /> of one and one half ft of the soil column is collected for every five ft of drilled depth. Additional soil <br /> samples can be collected near the water table and at lithologic changes. Samples are collected using samplers <br /> lined with polyethylene or brass tubes driven into undisturbed sediments at the bottom of the borehole. The <br /> ground surface immediately adjacent to the boring is used as a datum to measure sample depth. The <br /> horizontal location of each boring is measured in the field relative to a permanent on-site reference using a <br /> measuring wheel or tape measure. <br /> Drilling and sampling equipment is steam-cleaned or washed prior to drilling and between borings to prevent <br /> cross-contamination. Sampling equipment is washed between samples with trisodium phosphate or an <br /> equivalent EPA-approved detergent. <br /> Sample Storage, Handling and Transport <br /> Sampling tubes chosen for analysis are trimmed of excess soil and capped with Teflon®tape and plastic end <br /> caps. Soil samples are labeled and stored at or below 4°C on either crushed or dry ice, depending upon local <br /> regulations. Samples are transported under chain-of-custody to a State-certified analytic laboratory. <br />
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