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GROUND SURFACE <br />GROUT SEAL #1 <br />0' bgs TO 5' bgs <br />GROUT SEAL #2 <br />10' bgs TO 15' bgs <br />GROUT SEAL #3 <br />20' bgs TO 30' bgs <br />TIGHT—FITTING PLASTIC CAP WITH SWAGELOCK <br />SS—OCA—B-4MT OR EQUIVALENT <br />(ABOVE GROUND MONUMENT CASING <br />mlill'111111m <br />DIAMETER PVC BLANK WELL CASING <br />0.5—INCH DIAMETER PVC SLOTTED WELL CASING I <br />0.020—INCH SLOTS <br />SEAL CONSISTING OF <br />HYDRATED MEDIUM BENTONITE CHIPS <br />MONTEREY SAND FILTER PACK <br />N N <br />HORIZONTAL SCALE, NOT TO SCALE <br />8—INCH DIAMETER BOREHOLE <br />bgs = BELOW GROUND SURFACE W E <br />S <br />0 5 <br />VERTICAL SCALE (FEET) <br />DRAWN BY: <br />MILLER BROOKS' D C N <br />DATE: PROPOSED LANDFILL GAS <br />�f 07/17/07 MONITORING PROBE DESIGN FIGURE <br />�.......___.._ REVISED BY: <br />DCN <br />REVISED: 3 <br />2124 MAIN STREET, SUITE 200 07/1707 3242 SOUTH EL DORADO ST. <br />HUNTINGTON BEACH, CA. 92648 APPROVED BY: STOCKTON, CA <br />(714) 500-5400 JB <br />DATE: FILE: K:\DWGS\707 COVE CONTRACTORS\Proposed Landfill Gas Monitor Probe Design <br />PROJECT NO. 01-707-0001-01 .07/17/07 DATE PLOTTED: 06/18/07 <br />