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2900 - Site Mitigation Program
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PR0009229
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Last modified
6/27/2020 8:05:45 AM
Creation date
6/26/2020 5:02:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009229
PE
2960
FACILITY_ID
FA0004047
FACILITY_NAME
STOCKTON ARMY AIR SUPPORT FAC
STREET_NUMBER
2000
STREET_NAME
STIMSON
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17726004
CURRENT_STATUS
01
SITE_LOCATION
2000 STIMSON ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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CA ARNG Field Quality Assurance Project Plan <br /> geologic setting)(ASTM, 1993).The ASTM standard includes a discussion of various materials suitable <br /> for decommissioning wells and examples of typical abandonment practices. <br /> 8.8.4 Upon completion or termination,each soil boring will be filled with a neat,non-shrinking,cement <br /> grout.The cement grout will consist of a mixture of Type 11 Portland cement or equivalent with 3 pounds <br /> of powdered nonbeneficiated bentonite and 7 gallons of water per 94-pound sack of cement;grout <br /> materials will be weighed or metered.Grouting procedures differ for boreholes created by different <br /> drilling techniques. <br /> 8.8.5 Overdrilling of the wells may be performed to remove casing and well construction materials from <br /> the borehole prior to grouting for abandonment. A hollow-stem auger will be used to drill out existing 2- <br /> inch and 4-inch diameter casing.The size of the augers(ID)will be at least 2 inches larger in diameter <br /> than the ID of the casing.The full depth of the wells will be drilled out. After all casing has been <br /> removed, the augers will be rotated at the bottom of the borehole to remove all well construction debris <br /> to create a satisfactory seal between the new grout and the borehole wall. Grout will then be placed in the <br /> borehole(through the augers)using a tremie pipe. <br /> field QAPP.DOC 8-7 May 2000 <br />
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