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2900 - Site Mitigation Program
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PR0515525
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Entry Properties
Last modified
10/24/2018 4:25:05 PM
Creation date
10/24/2018 1:36:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0515525
PE
2950
FACILITY_ID
FA0012215
FACILITY_NAME
RCCI PTP
STREET_NUMBER
14253
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
MANTECA
Zip
95336
APN
19803031
CURRENT_STATUS
01
SITE_LOCATION
14253 S AIRPORT WAY
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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CRA <br /> STANDARD FIELD PROCEDURES FOR SOIL BORINGS <br /> This document describes Conestoga-Rovers&Associates' standard field methods for drilling and sampling <br /> soil borings. These procedures are designed to comply with Federal, State and local regulatory guidelines. <br /> 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 Professional Geologist (PG) or a Certified <br /> Engineering 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 product saturation percentage, <br /> • Observed odor and/or discoloration,and <br /> • Other significant observations(i.e.cementation,presence of marker horizons,mineralogy). <br /> Soil Boring and Sampling <br /> Soil borings are typically drilled using hollow-stem augers or hydraulic push technologies. At least one <br /> and 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 lithologic 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. Soil 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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