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1034
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3500 - Local Oversight Program
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PR0544196
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Entry Properties
Last modified
2/27/2019 2:42:52 PM
Creation date
2/27/2019 1:45:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544196
PE
3528
FACILITY_ID
FA0006536
FACILITY_NAME
WELLS FARGO BANK PROPERTY
STREET_NUMBER
1034
STREET_NAME
CENTRAL
STREET_TYPE
AVE
City
TRACY
Zip
94805
APN
23517127
CURRENT_STATUS
02
SITE_LOCATION
1034 CENTRAL AVE
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
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Tags
EHD - Public
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FIELD ME'T'HODS <br />Site Safety Plan <br />Field work performed by Gettler-Ryan Inc. (GR) is <br />Plan and the Site Safety Plan. GR personnel and su <br />on the contents of these plans prior to initiating site <br />the work is performed acts as the Site Safety Offic <br />monitor ambient conditions as part of the Health a <br />Well Abandonment <br />Prior to well abandonment, the total _depth of the <br />measured and recorded. Groundwater monitoring v <br />cement using a tremie pipe and pump. The trem <br />pressurized to approximately 10 pounds per square <br />is removed and the upper 5 feet of well casing is drill, <br />or native material, depending on local regulations. <br />Well Destruction <br />Prior to well destruction, the total depth of the well <br />and recorded. Groundwater monitoring wells are <br />casing, sandpack, and seal material. The boring is <br />well to insure that all the casing and seal material z <br />backfilled to ground surface with neat cement pla+ <br />Storing and Sampling of Drill Culd s <br />Drill cuttings are stockpiled on and covered with <br />conditions and regulatory requirements. Stock <br />classification on the basis of one composite sami <br />composed of four discrete soil samples, each collec <br />discrete samples are then composited in the labor <br />Each discrete stockpile sample is collected by remo <br />stainless steel or brass sample tube into the stockpi <br />sample tubes are then covered on both ends with <br />placed in a cooler with blue ice for preservation. <br />accompanies the selected soil eamnles to the analyt <br />sheeting after completion of <br />AN INC. <br />PROCEDURES <br />nducted in accordance with GR's Health and Safety <br />ontractors who perform work at the site are briefed <br />ork. The GR geologist or engineer at the site when <br />GR utilizes a photoionization detector (PID) to <br />Safety Plan. <br />ell and the depth -to -water in the well casing are <br />.s are abandoned by filling the well casing with neat <br />is removed and the cement in the well casing is <br />;h (psi) for approximately 2 minutes. The well box <br />out. The boring is then backfilled with neat cement <br />d the depth -to -water in the well casing are measured <br />aroyed by drilling the well boring out to remove the <br />anced at least one foot past the installed depth of the <br />removed. Upon completion of drilling, the boring is <br />using a tremie pipe and pump. <br />,astic sheeting or stored in drums depending on site <br />e samples are collected and analyzed for disposal <br />per 100 cubic yards of soil. Stockpile samples are <br />1 from an arbitrary location on the stockpile. The four <br />my prior to analysis. <br />ng the upper 3 to b inches of soil, and then driving the <br />;d material with a hand, mallet, or drive sampler. The <br />Mon sheeting or aluminum foil, capped, labeled, and <br />A chain -of -custody form is initiated in the field and <br />;al laboratory. Stockpiled soils are covered with plastic <br />
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