Laserfiche WebLink
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 />