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COMPLIANCE INFO_PRE 2019
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2900 - Site Mitigation Program
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PR0508111
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COMPLIANCE INFO_PRE 2019
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Last modified
5/4/2021 2:01:53 PM
Creation date
5/4/2021 1:56:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0508111
PE
2950
FACILITY_ID
FA0007946
FACILITY_NAME
POSDEF POWER COMPANY
STREET_NUMBER
2526
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503009
CURRENT_STATUS
01
SITE_LOCATION
2526 W WASHINGTON ST
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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Wright Environmental Services, Inc. <br />EXPLORATORY DRIIIING, SOIL SAMPLING, AND <br />SAMPLING PROTOCOLS <br />Exploratory Boring Drilling and Sealing <br />Exploratory boring, soil sampling, well construction, and borehole sealing <br />procedures follow current guidance recommended by the USEPA, California Regional <br />Water Quality Control Board, and modified as required by local city, health agency or <br />water district agencies. Drilling is performed under approved permits and boreholes <br />are sealed upon completion. <br />Soil/Sediment Drilling Sampling Procedures <br />Drive (or hydraulically push) soil sampling will commence at a depth of 5 feet <br />below surface grade. The samples will be taken at 5-foot increments and at intervals <br />of geologic interest or obvious or suspected contamination to the total borehole <br />depth. Additional sampling and/or continuous coring may be done at the discretion <br />of the supervising geologist. All logging will be done using the Unified Soil <br />Classification System, together with pertinent geologic observations (bedding, <br />fractures, fossils, mineralogy etc.) as appropriate for the site geology delineation. <br />Continuous core (when collected) will be placed in core boxes for storage at the Client <br />designated area. The core will be collected in a coring barrel, tube or other coring <br />technology as used on the working drill rig. If small diameter (less that 2-inches) <br />hydraulic push sampling method is used, the drilling contractor will provide an <br />extruder to push the core out of the tube for logging. Other discrete portions of core <br />may be retained in sampling tubes depending upon the required testing for the <br />project. <br />All soil sampling tools (split spoons, cores, etc.) will be disassembled, steam- <br />cleaned or cleaned in soapy (TSP) water, rinsed with clean tap water and finally <br />rinsed with or distilled water, and air-dried prior to taking each sample. The cleaned <br />tools will then be reassembled with similarly cleaned, dry brass sample liners and <br />carefully lowered into the hollow stem augers for the collection of the next sample. <br />The drill rig will arrive on-site clean, be decontaminated as needed during work at <br />the discretion of the logging geologist and prior to leaving the site. <br />When sampling exploratory trenches, stockpile soils or during soil excavation, <br />the soil sample will be collected by the following procedure; a clean brass liner will <br />be pushed into the stockpile or excavation sidewall, or soil in the excavator bucket. <br />About two inches of soil will be brushed away whereupon the liner will be pushed <br />into the soil. The liner is then removed, sealed, labeled and logged onto chain-of- <br />custody forms and packed in a chilled ice chest. <br />WES Sampling Protocols Page 1
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