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2900 - Site Mitigation Program
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PR0539852
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Entry Properties
Last modified
11/19/2024 10:20:02 AM
Creation date
4/21/2021 10:34:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0539852
PE
2953
FACILITY_ID
FA0022798
FACILITY_NAME
TRACY OFFICE PLAZA
STREET_NUMBER
324
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23518005
CURRENT_STATUS
02
SITE_LOCATION
324 E ELEVENTH ST
QC Status
Approved
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EHD - Public
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Pangea <br />STANDARD FIELD PROCEDURES FOR SOIL BORINGS <br />This document describes Pangea Environmental Services' standard field methods for drilling and sampling soil <br />borings. These procedures are designed to comply with Federal, State and local regulatory guidelines. Specific field <br />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, scientist or <br />engineer working under the supervision of a California Registered Engineer, California Registered Geologist (RG) <br />or a Certified 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, <br />• Other significant observations (i.e. cementation, presence of marker horizons, mineralogy), and <br />• 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 one half <br />ft of the soil column is collected for every five ft of drilled depth. Additional soil samples are collected near the <br />water table and at lithologic changes. With hollow -stem drilling, samples are collected using lined split -barrel or <br />equivalent samplers driven into undisturbed sediments beyond the bottom of the borehole. With hydraulic -push <br />drilling, samples are typically collected using acetate liners. The vertical location of each soil sample is determined <br />by measuring the distance from the middle of the soil sample tube to the end of the drive rod used to advance the <br />split barrel sampler or the acetate tube. All sample depths use the ground surface immediately adjacent to the boring <br />as a datum. The horizontal location of each boring is measured in the field from an onsite permanent reference using <br />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 EPA - <br />approved detergent. <br />Sample Storage, Handling and Transport <br />Sampling tubes or cut acetate liners chosen for analysis are trimmed of excess soil and capped with Teflon tape and <br />plastic end 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 />Page 1 of 2 <br />
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