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WORK PLANS_CASE 2 FILE 2
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WORK PLANS_CASE 2 FILE 2
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Last modified
3/9/2020 10:45:17 AM
Creation date
3/9/2020 8:56:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
CASE 2 FILE 2
RECORD_ID
PR0506313
PE
2950
FACILITY_ID
FA0000514
FACILITY_NAME
MAIN STREET SHELL*
STREET_NUMBER
1071
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21707011
CURRENT_STATUS
02
SITE_LOCATION
1071 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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err+' <br /> CAMBRIA <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 isoils 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 bya 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 categoy(i.e., sand, silt, clay or gravel). <br /> • Approximate percentage of each grain sizecategory, <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 ofmarker 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 samples <br /> can be collected near the water table and at lithologic changes. Samples are collected using samplers lined <br /> with polyethylene or brass tubes driven into undisturbed'lsediments at the bottom of the borehole. The ground <br /> surface immediately adjacent to the boring is used as a datum to measure sample depth. The horizontal <br /> location of each boring is measured in the field relative to a permanent on-site reference using a measuring . <br /> 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 /> Field Screening <br />
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