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2900 - Site Mitigation Program
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PR0522701
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Last modified
7/27/2020 3:22:18 PM
Creation date
7/27/2020 2:32:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0522701
PE
2960
FACILITY_ID
FA0015472
FACILITY_NAME
FRENCH CLEANERS
STREET_NUMBER
416
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
953375503
CURRENT_STATUS
01
SITE_LOCATION
416 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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11 December 2003 <br /> AGE-NC Project No. 03-1109 <br /> Page 4 of 5 <br /> reports of both soil vapor and soil analyzes, testing methods, laboratory quality assurance/quality <br /> control(QA/QC)reports, and sample chain of custody documentation will be presented in a report <br /> with the findings and recommendations. <br /> 4.0. FIELD PROCEDURES <br /> All field procedures will be overseen byan AGE representative under the supervision of a California <br /> Registered Geologist. Procedures for the advancement/destruction of borings, soil sampling, <br /> equipment decontamination and sample shipment are outlined below. <br /> 4.1. PROBE BORING ADVANCEMENT <br /> Probe borings will be advanced to depths of 15 feet bsg using a van-mounted Geoprobe 5400 direct- <br /> push probing unit equipped with 1.25-inch probing rods.The Geoprobe advances soil probe borings <br /> using a hydraulic hammer to drive soil sampling tools to specified depths. <br /> 4.2. COLLECTION OF SOIL GAS SAMPLES <br /> Soil gas samples will be obtained at a depth of approximately 15 feet bsg in each boring. Samples <br /> will be collected using a Geoprobe soil vapor assembly. <br /> An expendable vapor point will be placed into a point holder at the bottom of a string of 1-inch <br /> diameter hollow drive rods.The assembly will then be advanced to the specified depth and retracted <br /> between six inches in order to engage the expendable point and expose a column of strata from <br /> which soil gas can be extracted. A post run tubing adapter equipped with an O-ring to ensure a <br /> vacuum-tight seal is then attached to a'/< inch diameter,single use,disposable polyethylene tubing. <br /> The sampling tube is then lowered through the center of the hollow drive rods and secured by <br /> threading into the expendable point holder. The probe rod is retracted a minimum of two feet, <br /> placing expendable in soil and creating a void open boring. <br /> Above ground,the polyethylene tubing is attached to vacuum sampling chamber.A Tedlar bag will <br /> placed into a vacuum chamber. The sampling tube will be attached directly to the Tedlar sampling <br /> bag,through a collapsible,air tight port.The vacuum chamber is then sealed.The vacuum will then <br /> be used to purge the exposed soil column, through the sampling tubing, until approximately three <br /> volumes of soil vapor or ambient air is evacuated through the sampling system.The vacuum is then <br /> applied to the chamber,creating a negative pressure on the inside of the sample Tedlar bag.The bag <br /> then fills with vapor from the subsurface, allowing the sample to enter directly into the Tedlar bag. <br /> Advanced GeoEnvimrnnental,Inc. <br />
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