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2900 - Site Mitigation Program
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PR0535375
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Last modified
7/7/2020 9:15:19 AM
Creation date
7/7/2020 9:11:32 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0535375
PE
2960
FACILITY_ID
FA0020405
FACILITY_NAME
ERNIES GENERAL STORE
STREET_NUMBER
4407
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08710059
CURRENT_STATUS
01
SITE_LOCATION
4407 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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08 June 2010 <br /> AGE-NC Project No. 01-0839 <br /> Page 4 of 5 <br /> Clean and dry direct-push soil boring rods and a post-run tubing (PRT) system assembly will be <br /> prepared for advancement by installing new disposable O-rings on the PRT expendable point holder <br /> (the PRT adapter) and the disposable drive point. The boring rod with the PRT assembly will be <br /> advanced to the target sampling depth of 5 feet bsg for each soil vapor sampling location, then the <br /> boring rod will be retracted approximately 12 inches. <br /> The PRT adaptor will then be connected to a chemically resistant and disposable polyethylene <br /> '/4-inch tubing. The PRT adaptor and tubing will be inserted through the hollow boring rods down <br /> to the PRT assembly attached to the lead probe rod and seated to the adaptor into the top of the PRT <br /> probe assembly. <br /> Hydrated bentonite will be placed around the drive rod at ground surface to prevent ambient air <br /> intrusion. A minimum of 20 minutes equilibrium time will be allowed at each soil vapor boring <br /> location prior to sample collection. <br /> 3.2 SOIL-VAPOR SAMPLE COLLECTION AND ANALYSIS <br /> One-liter Summa sampling and five-liter Summa purge canisters will be used to collect each soil- <br /> vapor sample. The sampling and purge canisters will be connected together with a dedicated and <br /> serialized sampling inlet manifold.The sampling inlet manifold will consist of a vapor-tight valve; <br /> a particulate filter; a calibrated flow restricter, calibrated to 200 milliliters per minute(ml/min); a <br /> stainless steel tee-fitting;two vacuum gauges at either end of the flow controller and connections for <br /> both purge and sampling canisters (manifold assembly). The manifold assembly will be attached <br /> to the tubing from the direct-push soil probe rods.The purge canister will be attached to the end of <br /> the sampling manifold while the sample canisters will be attached to the tee-fitting between the PRT <br /> and purge container. Teflon®tape will be placed on the threads of each open fitting of the manifold <br /> assembly prior to attaching the PRT and sampling and purge canisters. <br /> Each canister's initial vacuum will be measured and recorded between-27 and-9 inches of mercury <br /> (in hg). <br /> Leak tests will be performed on each assembly by attaching and securing the sample and purge <br /> canisters to the manifold and opening the valves on the purge canister and the manifold. The leak <br /> test will be performed for approximately 10 minutes on each assembly. <br /> Each soil-vapor boring location will be isolated from ambient air by enclosing the borehole,tubing <br /> and manifold/canister assembly in clear plastic sheeting supported by a Type-1 wooden traffic <br /> barricade and weighted at the surface.Isopropyl alcohol(IPA)as a liquid will be placed in a stainless <br /> steel bowl within the plastic structure and allowed to volatilize into the air enclosed within the <br /> Advanced GeoEnvironmental,Inc. <br />
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