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COMPLIANCE INFO_1993-1994
Environmental Health - Public
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COMPLIANCE INFO_1993-1994
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Last modified
7/6/2021 9:25:03 AM
Creation date
7/3/2020 10:39:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1993-1994
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sfrench
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1993.tif
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EHD - Public
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City of Stockton TL# 394-0027-02 <br /> March 10, 1994 Page 3 <br /> 4.0 PROPOSED FIELD ACTIVITIES <br /> Proposed field activities are summarized in the following <br /> subsections. Standard operating procedures (SOPs) , relevant to the <br /> field activities, are described in Appendix A. <br /> 4. 1 Gas Probe Installation <br /> Twining proposes to drill 13 soil borings to a depth of 20 feet BSG <br /> using 6-5/8-inch diameter hollow-stem augers. The number of <br /> borings is based on the spacing of probes at approximately 1,000 <br /> feet along the perimeter of the landfill. Soil samples will be <br /> collected at five-foot intervals beginning at five feet BSG for <br /> lithologic purposes only. A Twining geologist will log the soils <br /> in accordance with the Unified Soil Classification System. Drill <br /> cuttings will be stored in California Department of Transportation <br /> (DOT)-approved 55-gallon drums. Soil disposal will be the <br /> responsibility of the client. <br /> The gas probes will be constructed of 1-inch diameter schedule 80 <br /> polyvinyl chloride (PVC) well casing and 0.02-inch machine slotted <br /> well screen. Casing and well screen will be flush threaded. Each <br /> gas probe will be screened from approximately 13 to 18 feet BSG. <br /> Rubber stoppers will be placed at the top of the screened section <br /> and at the top of the casing. Teflon04 tubing will extend through <br /> the rubber stoppers from approximately one foot below the bottom <br /> stopper to approximately one foot above the top stopper. Samples <br /> will be obtained through the Teflon TM tubing. <br /> Coarse-grained sand or pea gravel will be placed from the bottom of <br /> the boring to approximately two feet above the top of the machine <br /> slotted casing. Approximately one foot of bentonite pellets will <br /> be placed on top of the filter pack, and the remaining annular <br /> space will be filled with a sand-cement grout. The bentonite <br /> pellets will be hydrated prior to the placement of the grout. <br /> Steel standpipes will be installed to approximately 1 .5 feet above <br /> ground surface, secured in place with concrete, and the lid will be <br /> secured with a lock. <br /> Drilling and well installation activities will be supervised by a <br /> Twining geologist. The Twining geologist will be working under the <br /> direct supervision of a California registered geologist. Twining <br /> understands that the SJCEHD requires oversight of grouting <br /> activities and that no charge will be applied for one hour or less <br /> per well. Twining anticipates completing the grouting for well <br /> abandonment and installation within the specified time frame. <br /> 4.2 Soil Gas Sampling <br /> Methane levels in the gas probes will be measured using a methane <br /> calibrated meter following installation. The results will be <br /> logged and included in the report. <br />
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