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ARCHIVED REPORTS_XR0006017
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2900 - Site Mitigation Program
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PR0534875
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ARCHIVED REPORTS_XR0006017
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Entry Properties
Last modified
4/7/2020 2:14:28 PM
Creation date
4/7/2020 1:55:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006017
RECORD_ID
PR0534875
PE
2960
FACILITY_ID
FA0020170
FACILITY_NAME
AAA TRUCK WASH/JIMCO TRUCK PLAZA
STREET_NUMBER
1022
Direction
E
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102004
CURRENT_STATUS
01
SITE_LOCATION
1022 E FRONTAGE RD
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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CAMBRIA <br /> STANDARD FIELD PROCEDURES FOR SOIL BORINGS <br /> This document describes Cambria Environmental Technology's standard field methods for drilling and <br /> sampling soil borings These procedures are designed to comply with Federal, State and local regulatory <br /> guidelines Specific field procedures are summarized below <br /> Objectives <br /> Soil samples are collected to characterize subsurface hthology, 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 <br /> Engineering Geologist(CEG) The following soil properties are noted for each soil sample <br /> • Principal and secondary grain size category(►a sand, silt,clay or gravel) <br /> • Approximate percentage of each grain size category, <br /> . • Color, <br /> G Approximate water or product saturation percentage, <br /> o Observed odor and/or discoloration, <br /> e Other significant observations(i a cementation, presence of marker horizons, mineralogy),and <br /> o Estimated permeability <br /> Soil Boring and Sampling <br /> Soil borings are typically drilled using hollow-stem augers or hydraulic push technologies At least one and <br /> one half ft of the soil column is collected for every five ft of drilled depth Additional soil samples are <br /> collected near the water table and at 1►thologic changes Samples are collected using lined split-barrel or <br /> equivalent samplers driven into undisturbed sediments beyond the bottom of the borehole The vertical <br /> location of each soil sample is determined by measuring the distance from the middle of the soil sample <br /> tube to the end of the drive rod used to advance the split barrel sampler All sample depths use the ground <br /> surface immediately adjacent to the boring as a datum The horizontal location of each boring is measured <br /> in the field from an onsite permanent reference using a measuring wheel or tape measure <br /> Drilling and sampling equipment is steam-cleaned prior to drilling and between borings to prevent cross- <br /> contamination Sampling equipment is washed between samples with trisodium phosphate or an equivalent <br /> 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 Sol] samples are labeled and stored at or below 4°C on either crushed or dry ice, depending upon <br /> local regulations Samples are transported under chain-of-custody to a State-certified analytic laboratory <br /> 1 of 2 <br />
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