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3500 - Local Oversight Program
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PR0545724
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Entry Properties
Last modified
6/3/2020 11:45:52 AM
Creation date
6/3/2020 11:40:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545724
PE
3528
FACILITY_ID
FA0005934
FACILITY_NAME
M & M AUTOMOTIVE
STREET_NUMBER
60
Direction
E
STREET_NAME
TENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23517204
CURRENT_STATUS
02
SITE_LOCATION
60 E TENTH ST
P_DISTRICT
005
QC Status
Approved
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saw <br /> DRILLING, SEALING, WELL CONSTRUCTION AND SAMPLING PROTOCOLS <br /> Exploratory Borin_q Drillina and Sealing <br /> Exploratory boring and well construction, and borehole sealing procedures follow guidelines <br /> recommended by the USEPA, California Regional Water Quality Control Board, and modified as <br /> required by City, local or water district agencies. Drilling is performed only under approved <br /> permits and boreholes are sealed upon completion. <br /> Soil/Sediment Sampling- Procedures <br /> 1 . Drive (or hydraulically push) soil sampling will commence at a depth of 5 feet below surface <br /> grade. The samples will be taken at 5 foot increments and at intervals of geologic interest or <br /> obvious or suspected contamination. Additional sampling and/or continuous coring may be <br /> done at the discretion of the supervising geologist. All logging will be done using the Unified <br /> Soil Classification System, together with pertinent geologic observations (bedding, fractures, <br /> fossils, mineralogy etc. as appropriate for the site geology). Continuous core will be placed in <br /> core boxes for storage at the Client designated area. <br /> 2 . Soil sampling tools (split spoons, cores, etc.) will be disassembled, steam-cleaned or cleaned <br /> in soapy (TSP) water, rinsed with clean tap water and finally rinsed with or distilled water, and <br /> air-dried prior to taking each sample. The cleaned tools will then be reassembled with similarly <br /> cleaned, dry brass sample liners and carefully lowered into the hollow stem augers for the <br /> collection of the next sample. The drill rig will be decontaminated as needed and at the <br /> discretion of the logging geologist. <br /> 3 . When sampling stockpile soils or during excavations, the soil sample will be collected by the <br /> following procedure; a clean brass liner will be pushed into the stockpile or soil in the <br /> excavator bucket. About two inches of soil will be brushed away and the liner pushed into the <br /> soil. The liner is then removed, sealed, labeled and logged onto chain-of-custody forms and <br /> packed in a chilled ice chest. <br /> 4 . The soil samples in the lowermost of brass liners in the sampling tool (if in good condition) <br /> will be retained for chemical testing. The samples will be labeled and sealed in the field in their <br /> original liners. Sample liners ends will be sealed with aluminum foil, capped with clean cap <br /> plugs, and taped. <br /> S . The remaining soil sample will be extruded from the other rings in the field and lithologically <br /> logged. Sampler shoe cuttings, drill rig response and bit penetration rate will also be logged. <br /> The cuttings and the soils samples not retained for chemical analysis will be placed in 55-gallon <br /> drums pending chemical analysis and off-site disposal. <br /> 6 . All samples retained for chemical analysis will be stored on ice in a clean, covered cooler-box <br /> for transport to the Laboratory. <br /> Wright Environmental Services, Inc. rev. 6/2/94 <br /> Geoscience Protocols Page 1 <br />
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