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3500 - Local Oversight Program
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PR0545735
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Entry Properties
Last modified
6/5/2020 2:08:41 PM
Creation date
6/5/2020 1:59:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545735
PE
3528
FACILITY_ID
FA0003502
FACILITY_NAME
TRACY CITY PUBLIC WORKS
STREET_NUMBER
560
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23515006
CURRENT_STATUS
02
SITE_LOCATION
560 S TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Wright Environmental Services, Inc. <br /> EXPLORATORY DRILLING, SOIL AMPG PROTO WELL <br /> CONSTRUCTION AND <br /> WELL 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 /> 1. 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 <br /> don budonet t the <br /> discretion <br /> eaeson <br /> of the supervising geologist. All logging <br /> il <br /> Classification System, together <br /> geologic <br /> (bedding,ding, <br /> fractures, fossils, mineralogy as appropriate for site geology delineao <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 he working drill rig. if small diameter (less that provide i a <br /> hydraulic push sampling method is used, the drilling contract <br /> er discrete portior will ns of core <br /> extruder to push the core out of the tube for logo g. <br /> may be retained in sampling tubes depending upon the required testing for the <br /> proj ect. <br /> 2. All sail sampling tools ( TSP}spoon s, cored etc.) <br /> t will <br /> be disassembled, <br /> steam- <br /> cleaned <br /> or cleaned in soapy { each sample. The cleaned <br /> lly <br /> rinsed with or distilled water, and air-dried prior to taking <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 ork e. <br /> The drill rig will arrive on-site clean, be decontaminated as needed during w <br /> at <br /> the discretion of the logging geologist and prior to leaving the site. <br /> 3. 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 soilwill bis hene removed, sealed, labeled and logged liner will be pushed <br /> into the soil. The liner logged onto chain-of- <br /> custody <br /> hain o-custody forms and packed in a chilled ice chest. <br /> WES Sampling Protocols <br /> -last rev. 5/96 Page ]. <br />
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