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WORK PLANS FILE 2
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544793
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WORK PLANS FILE 2
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Last modified
11/19/2024 10:20:02 AM
Creation date
9/3/2019 1:19:34 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544793
PE
3528
FACILITY_ID
FA0006237
FACILITY_NAME
HONEST AUTO SALE AND REPAIR
STREET_NUMBER
595
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23337004
CURRENT_STATUS
02
SITE_LOCATION
595 E ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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r , <br /> U � <br /> APPENDIX <br /> STANDARD PROCEDURES FOR SOIL VAPOR SAMPLING <br /> (Toxichem Management Systems, Inc.) <br /> FIELD PROCEDURES (HAND-AUGER HOLES) <br /> • If warranted,underground utility locator should scan proposed boring locations and in all <br /> cases Underground Service Alert should be notified for utility service clearance. <br /> • If appropriate, surface slab should be cored by a concrete coring subcontractor, vacuuming <br /> up all excess water. <br /> • Pre-cleaned 2-inch diameter hand auger should be used to advance each boring to standard <br /> depth of 5 feet below ground surface(bgs), unless site-specific work plan calls for alternate <br /> depth(s). <br /> • At least one representative sample for the project should be submitted for physical property <br /> testing, so each hole should have soil retained for consideration in this selection. <br /> • The vapor points should be installed by placing approximately 1 to 2 inches of clean sand in <br /> the bottom of each bore-hole utilizing a tremmie pipe,then placing the stainless steel <br /> expendable vapor tip affixed with stainless steel screen with affixed TeflonTM tubing on the <br /> sand. Additional sand should then be placed via tremmie to create approximately a 6-inch <br /> sand pack interval around the vapor tip as the tremmie hosting the TeflonTM tubing is <br /> withdrawn. Approximately 1 to 2-inches of granular bentonite(such as BensealTM) should <br /> be placed on top of the sand pack, also via tremmie pipe. Then granular bentonite hydrated <br /> with water at a 50/50 ratio should be placed in the borehole. Hydrated bentonite should <br /> extend up to the ground surface to ensure a tight seal. The TeflonTM tubing should be <br /> capped with a Swagelok valve in preparation for sampling. An equilibrium time of at least <br /> 8 hours should ideally be allowed prior to sampling. <br /> • The soil vapor sampling set-up for each temporary well should be as follows: <br /> The tubing is affixed to a sample shut-off valve, a 167 milliliters-per-minute flow regulator <br /> inclusive of particulate filter,then to a "T"fitting. One end of the"T"is connected to the <br /> sampling summa canister. The other end of the"T"is affixed to a purge shut-off valve,a <br /> vacuum gauge and a 1-liter summa canister utilized for purging. <br /> • A 10-minute minimum vacuum tightness test should be performed on each temporary vapor <br /> point by applying and monitoring a vacuum(utilizing the 1-liter summa canister)and <br /> maintaining a closed position on the sample shut-off valve on the down hole side of the <br /> sampling manifold. When gauge vacuum is maintained for 10 minutes without any <br /> noticeable decrease,purging of three volumes of air from the tubing and borehole should <br /> be performed. Three purge volumes of au can be verified by the calculated pressure drop <br /> in the ]-liter summa canister utilized for purging. <br /> Pagel of 2 <br />
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