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3500 - Local Oversight Program
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PR0545734
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Last modified
6/5/2020 1:20:26 PM
Creation date
6/4/2020 2:57:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545734
PE
3528
FACILITY_ID
FA0010191
FACILITY_NAME
TRACY-PONTIAC-CADILLAC-GMC TRUCK
STREET_NUMBER
2450
STREET_NAME
TOSTE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
238020-06
CURRENT_STATUS
02
SITE_LOCATION
2450 TOSTE RD
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Appendix B <br /> Former CURTISS PONTIAC-CADILLAC <br /> 2450 Toste Road,Tracy, California <br /> FIELD PROCEDURES <br /> All field procedures will be overseen by an AGE representative under the supervision of a California { <br /> Geologist.Procedures for advancement of soil borings,collection of soil and ground water samples, <br /> sample analysis review and equipment decontamination are outlined below. <br /> f <br /> SOIL SAMPLING PROCEDURES <br /> { <br /> The probe boring will be advanced using a van-mounted Geoprobe 5400 direct-push probing unit <br /> equipped with 1.25-inch probing rods.The Geoprobe advances soil probe borings using a hydraulic { <br /> hammer to drive soil sampling tools to specified depths. Soil borings will be sampled at discreet <br /> five-foot intervals using a 1.5-inch Geoprobe soil sampling assembly loaded with four six-inch steel <br /> sleeves.Upon sample retrieval, the ends of a minimum of three sleeve will be covered with Teflon <br /> sheets, capped and sealed with tape. Based on the amount of sample recovery, either of the leading h <br /> sample sleeves will be preserved for possible laboratory analysis by covering the exposed ends of <br /> the sleeve with Teflon sheets and plastic end caps, and sealing with tape. <br /> Following sample collection,each preserved sample sleeve will be labeled with the boring location, i <br /> depth,time,date,and sampler's initials.Appropriately sealed and labeled samples will be placed in k <br /> a chilled container, under ice, and will be transported under chain-of-custody procedure to a <br /> CDPH-certified laboratory. <br /> Soil encountered in the borings will be visually classified by an AGE personnel in accordance with <br /> the Unified Soil Classification System. Additionally, soil samples will be field-screened for the <br /> presence of volatile organic compounds using an organic vapor meter (OVM), equipped with <br /> photo-ionization detector(PID). <br /> Rinseate generated during drilling activities will be containerized in properly labeled Department <br /> of Transportation(DOT)-approved 55-gallon drums, and stored on-site in an area lacking public <br /> access. Disposal alternatives for rinseate.will be selected based on results of a laboratory analysis. <br /> GROUND WATER SAMPLING PROCEDURES <br /> Ground water sample collection will be performed in accordance with Regional Water Quality k <br /> Control Board guidelines (Tri-Regional Water Quality Control Board Recommendations for <br /> Preliminarylnvestigations and Evaluation of Underground Storage Tanks)and sampling protocols. <br />
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