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CLIFTON COURT
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16500
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3500 - Local Oversight Program
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PR0544564
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Entry Properties
Last modified
6/14/2019 12:04:47 PM
Creation date
6/14/2019 11:26:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544564
PE
3528
FACILITY_ID
FA0005646
FACILITY_NAME
SARALE FARMS INC
STREET_NUMBER
16500
Direction
W
STREET_NAME
CLIFTON COURT
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
18904011
CURRENT_STATUS
02
SITE_LOCATION
16500 W CLIFTON COURT RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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P r ' <br /> 17 August 2012 <br /> AGE-NC Project No. 01-0887 <br /> Page 5of6 <br /> O-ring to ensure a vacuum-tight seal. The adapter assembly is then lowered through the <br /> center of the Geoprobe hollow drive rods to the specified depth and secured by threading <br /> into the expendable vapor point holder. A stabilization time of 20 minutes will follow boring ' <br /> placement. A diagram of the soil vapor sampling tip is presented in Figure 3. -- hlaf ;.VJ0/ <br /> Above ground, the surface around the soil vapor sampler will be sealed with a bentonite <br /> sealant to prevent ambient air intrusion. The end of the polyethylene tubing is attache <br /> a two-way inlet port to a Tedlar bag placed inside an SKC Vac-U-Chamber (lung box) <br /> vacuum chamber. A vacuum pump attached to a purge port of the vacuum chamber is then <br /> used to purge the exposed soil column, through the sampling tubing and inlet port, until <br /> approximately three volumes of soil vapor or ambient air is evacuated through the sampling <br /> tIhi sys em. . e vacuum chamber is then sealed and the vacuum pump is attached to a <br /> ly " vacuum outlet port of the chamber. When vacuum is applied to the chamber, a negative <br /> pressure is created around the Tedlar bag, which inflates, allowing the soil-vapor sample <br /> to enter directly into the bag via the inlet port. When the sample is collected, the negative <br /> pressure in the chamber is reduced and the sample bag is sealed, labeled, fog on a chain= <br /> of-custody form, and place into a dry cooler (room temperature). Subsequently, all of the <br /> collected soil vapor samples will be delivered to a State-certified laboratory for analysis of <br /> the chemical constituents listed above. --�_ <br /> After sample collection, soil-vapor from the polyethylene tubing will be monitored for the <br /> presence of volatile organics using a photo-ionization detector (PID) pre-calibrated to <br /> isobutylene. <br /> Additionally, AGE proposes to utilize 70% isopropyl alcohol (rubbing alcohol) as a leak <br /> detection tracer compound to ensure that a reliable soil-vapor sample is collected from <br /> each soil boring with no ambient air breakthrough down the probe rods. AGE will apply an <br /> appropriate amount of rubbing alcohol(approximately 8 ounces)to adequately wet a cotton <br /> towel; the wetted towel will be completely wrapped around the base of the probe rod where <br /> it contacts the surface and the bentonite seal. Thereafter, a soil-vapor sample will be <br /> collected. Isopropyl alcohol analysis will verify the validity of each sample. <br /> EQUIPMENT DECONTAMINATION <br /> All sampling tools used for sample collection will be thoroughly rinsed with clean water after <br /> being washed with a solution of Alconox. All down-hole drilling and sampling equipment <br /> will be pressure washed prior to starting the :boring. All rinseate generated during drilling <br /> activities will be containerized in properly labeled DOT-approved 55-gallon drums, and <br /> was stored on-site in an area lacking public access. <br /> Advanced GeoE n A ro n mental,Inc. <br />
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