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2900 - Site Mitigation Program
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PR0539803
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Entry Properties
Last modified
5/17/2019 3:06:40 PM
Creation date
5/17/2019 2:44:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0539803
PE
2950
FACILITY_ID
FA0022766
FACILITY_NAME
RAWLINSON-READE PROPERTY
STREET_NUMBER
140
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
13707053
CURRENT_STATUS
01
SITE_LOCATION
140 W HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
AMeuangkhoth
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EHD - Public
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02 January 2015 <br /> AGE Project No. 14-3298 <br /> Page 3 of 4 <br /> FIELD PROCEDURES <br /> All field procedures will be overseen by an AGE representative working under the <br /> supervision of a California Professional Geologist. Procedures for sample collection and <br /> analysis, equipment decontamination and sample handling are presented below. <br /> SOIL VAPOR SAMPLING <br /> Soil-vapor samples will be collected at depths of approximately five feet and ten feet <br /> bsg in the borings advanced for collection of soil-vapor samples. Samples will be <br /> collected using a Geoprobe soil-vapor assembly. An expendable vapor point will be <br /> placed into a point holder at the bottom of an assembly of 1.25-inch diameter hollow <br /> drive rods. The assembly will then be advanced to the specified depth and retracted <br /> approximately six to twelve inches in order to disengage the expendable point and <br /> expose a column of strata from which soil-vapor can be extracted. <br /> Single use, '/4-inch diameter disposable polyethylene post run tubing (PRT) is then <br /> attached to a tubing adapter (PRT adapter) equipped with a new disposable O-ring to <br /> ensure a vacuum-tight seal. The adapter assembly is then lowered through the center of <br /> the hollow drive rods to the specified depth and secured by threading into the <br /> expendable vapor point holder (PRT Point Holder). <br /> Hydrated bentonite will be placed around the drive rod at ground surface to prevent <br /> ambient air intrusion. A minimum of 30 minutes equilibrium time will be allowed at each <br /> soil-vapor boring location and depth prior to purging and sample collection. Each <br /> sampling point will be purged for a calculated time period (between 2.5 and 3 minutes) <br /> to remove three purge-volumes of air prior to collecting a sample in a one-liter tedlar <br /> bag. Once the purging is complete a sample will be collected using a peristaltic pump <br /> and low-flow sampling techniques (200 milliliters per minute). Each soil-vapor boring <br /> location will be isolated from ambient air by enclosing the borehole, and tubing in a <br /> plastic shroud, which will be weighted at the surface. <br /> After sample collection, tedlar bags will be labeled and stored in a dry container. Soil- <br /> vapor samples will be transported under chain-of-custody procedure to a CDPH- <br /> certified laboratory and analyzed for TPH-g by EPA method 8015 modified and VOC's <br /> by EPA method 8260B. <br /> EQUIPMENT DECONTAMINATION <br /> Prior to use, all non-disposable sampling tools used for sample collection will be <br /> thoroughly rinsed with clean water after being washed with a solution of Alconox. <br /> Advanced GcoEnvironmental,Inc. <br />
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