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3500 - Local Oversight Program
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PR0545285
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/3/2020 12:47:00 PM
Creation date
2/3/2020 11:46:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545285
PE
3528
FACILITY_ID
FA0006068
FACILITY_NAME
PALADIN MILEAGE CENTER
STREET_NUMBER
2421
STREET_NAME
HOLLY
STREET_TYPE
DR
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
2421 HOLLY DR
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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09 May 1996 <br /> AGE-NC Project No. 96-0217 <br /> Page 3 of 5 <br /> custody documentation will be presented in a report with the findings and recommendations. <br /> 4.0. PROCEDURES <br /> 4.1. DRILLING AND SAMPLING <br /> The following procedures will be performed for the drilling and installation of soil borings and <br /> monitoring wells: <br /> 1. Notify the PHS-EHD 48 hours prior to commencement of any work, while securing proper <br /> city/county soil boring permits. Prepare a Site Health and Safety Plan. <br /> 2. Boring locations will be marked at least 48 hours in advance for an Underground Service <br /> Alert (USA) check of underground utilities or pipes. <br /> 1 Advance one(1) soil boring, using a truck-mounted drill rig equipped with 8.25-inch diameter <br /> hollow stem augers. The boring will be advanced to a depth of approximately 15 feet bsg. <br /> 4. Collect soil samples at five-foot intervals from each boring, beginning at 5 feet bsg, utilizing <br /> a California split-spoon sampler and pre-cleaned 2-inch by 6-inch brass sleeves. <br /> 5. Advance four (4) soil borings near the former dispenser and pump island areas. One soil <br /> sample will be collected from each boring at a depth of approximately three to five feet bsg. <br /> 6. Preserve soil in the lead brass sleeve by covering both ends with Teflon sheets, capping, and <br /> sealing with tape. <br /> 7. Decontaminate all augers and sampling equipment in an alconox solution and rinse twice with <br /> water prior to each sampling run. Steam-clean auger flights before advancement of each <br /> boring. <br /> 8. Soil samples will be stored in a chilled container and transported to a State-certified <br /> laboratory for analysis. <br /> 9. Screen soil sample duplicates for the presence of volatile organics using a photo-ionization <br /> detector (PID) pre-calibrated to isobutylene. <br /> I0. Log borings in accordance with the Unified Soil Classification System. <br /> 11. Selected soil samples will be analyzed for total petroleum hydrocarbons quantified as gasoline <br /> (TPH-g), volatile aromatics (benzene, toluene, ethyl benzene and xylenes: BTE&X) and <br /> methyl-tert butyl ether (MTBE) in accordance with the EPA methods 5030/8015, 8020 and <br /> 8020, respectively. <br /> 12. Cuttings and rinseate generated during drilling activities will be containerized in properly <br />
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