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WORK PLANS_FILE 2
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WORK PLANS_FILE 2
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Last modified
4/7/2020 1:44:24 PM
Creation date
4/7/2020 1:29:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
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
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ii <br /> Ps <br /> A <br /> Coneog a-Rovers & ssiates <br /> . <br /> STANDARD FIELD PROCEDURES FOR HAND-AUGER SOIL BORINGS <br /> This document describes Conestoga-Rovers & Associates standard field methods for drilling and sampling soil <br /> borings using a hand-auger. 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 lithology, assess whether the soils exhibit obvious hydrocarbon <br /> or other compound vapor odor or staining, estimate ground water depth and quality and to submit samples for <br /> chemical analysis. <br /> Soil Classification/Logging <br /> All'soil samples are classified according to the Unified Soil Classification System by a trained geologist or engineer <br /> working under the supervision of a,California Professional Geologist (PG) or a Certified Engineering Geologist <br /> (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 product 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 Boring and Sampling <br /> Hand-auger borings are typically drilled using a hand-held bucket auger to remove soil to the desired sampling <br /> depth. Samples are collected using lined split-barrel or equivalent samplers driven into undisturbed sediments <br /> beyond the bottom of the augered hole. The vertical location of each soil sample is determined using a tape <br /> measure. All sample depths use the ground surface immediately adjacent to the boring as a datum: The horizontal <br /> location of each boring is measured in the field from an onsite permanent reference using a measuring wheel or tape <br /> measure. <br /> Augering 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 EPA- <br /> 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 caps. <br /> Soil samples are labeled and stored at or below 4°C on either crushed or dry ice, depending upon local regulations. <br /> Samples are transported under chain-of-custody to a State-certified analytic laboratory.. <br /> 1 of 2 <br /> i <br /> i <br />
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