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plunging and purging, and compressed air evacuation. Each of the <br /> existing wells is equipped with a dedicated pneumatic displacement <br /> pump for sampling. <br /> Regional hydrogeologic information indicates a gentle west to <br /> southwest trending ground water gradient. Monitoring results <br /> indicate a more south trending local gradient. <br /> More wells may be installed if necessary to properly monitor the <br /> site during the postclosure period. The monitoring wells are <br /> currently being sampled quarterly and annually for the parameters <br /> listed in the Waste Discharge Requirements under Ground Water <br /> Monitoring which were issued by the Central Valley Regional Water <br /> Quality Control Board (Appendix A) . Quarterly reports will be <br /> forwarded to the LEA, Regional Board, and the Board. <br /> 15. INSTALLATION OF LANDFILL GAS MONITORING SYSTEM <br /> Twelve tri-level soil-gas wells (GW-1 through GW-12) were installed <br /> outside the limits of the refuse fill at the locations shown on <br /> sheet 3 . The installation work was performed from October 8 to <br /> October 10, 1991. Exploratory borings for the wells were drilled <br /> by a track-mounted CME 650 drill rig, equipped with 6-inch-diameter <br /> continuous-flight augers. An EMCON geologist supervised the <br /> AML drilling and logged the subsurface materials by examining soil <br /> cuttings. Logs of exploratory borings are presented in the <br /> Landfill Gas Monitoring Well Installation Report (Appendix F) . <br /> After being drilled to the designated depth, each exploratory <br /> boring was converted into a tri-level gas well consistent with the <br /> design previously approved by the California Integrated Waste <br /> Management Board (CIWMB) . Gas well construction details are summa- <br /> rized in table 1 and illustrated in figure 3 of Appendix F. The <br /> upper part of each gas probe casing consisted of a specified length <br /> of 1/2-inch Schedule 40 polyvinyl chloride (PVC) pipe. The lower <br /> 5 feet of each casing was a sampling screen consisting of 1/2-inch <br /> Schedule 80 slotted PVC pipe. Each screen section penetrated the <br /> top 5 feet of a predetermined subsurface sampling interval. At the <br /> top of each casing is a monitoring port consisting of a PVC labcock <br /> with a 1/4-inch hose barb fitting. <br /> To identify the probe casings, the labcocks were staggered <br /> vertically to differentiate between shallow, intermediate, and deep <br /> probes. The deep probe is set the lowest, the shallow probe is set <br /> the highest, and the intermediate probe is in between. The labcock <br /> handles were also coded with colored tape to further identify the <br /> monitored intervals. The deep probe handle is blue, the <br /> intermediate probe handle is red, and the shallow probe handle is <br /> yellow. <br /> 14 <br />