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FU03-10� <br />/ <br />ACTIVE FILL AREA <br />LIMITS OF FU -03 LINER <br />/ <br />/ <br />—�1/-------- FU04-01 ' <br />—90 -- ---------- <br />II WMU FU -03 WMU FU -04 <br />80 <br />70FU03-11 / FU04-02 FU04-03 <br />I <br />------60 <br />— — — — — — — — - <br />--- — -- — --- — <br />I <br />60 <br />5�0 50 <br />0- <br />- — — — <br />7 <br />�- <br />-------— p—� r—�--- ------ o —40 <br />*� ACCESS ROAD <br />LINER ANCHOR TRENCH <br />8" LOCKING <br />Lo <br />r) <br />NI <br />EXISTING PROBE (ABANDON IN-PLACE) <br />m I NEW PROBE LOCATION PER DETAIL A <br />1/4" LABCOCK VALVE, PVC <br />8" STEEL CASING x 5' LONG <br />PAINTED BRIGHT YELLOW <br />3' SQUARE OR CIRCULAR <br />CONCRETE APRON, 4" THICK <br />4 { <br />GRADE <br />BENTONITE SEAL <br />PROBE CASING (TYPICAL), <br />BLANK 3/4" DIA. SCH. 40 <br />PVC, FLUSH THREADED <br />i' THICK BENTONITE SEAL (TYPICAL) <br />o <br />LONESTAR #3 SAND OR EQUAL <br />3/4'�DIACSCHN 40 PVC,) LUSH <br />TREADED WITH 0.020" SLOTS <br />ENGRAVED OR STAMPED LETTERS/ EXAMPLE: <br />NUMBERS MINIMUM 1/4" HIG' GP -12A = SHALLOW <br />GP -12B = MEDIUM <br />GP -12C = DEEP <br />er <br />PROBE "GP -12A" <br />DEPTH <br />PERFORATED PIPE <br />SOLID PIPE <br />'3/32" STAINLESS STEEL WIRE ROPE <br />WITH OVAL SLEEVE CLAMP, McMASTER CARR <br />1 1/2" x 3" METAL PLATE (ENGRAVED OR STAMPED) <br />McMASTER CARR (BRASS, ALUMINUM OR STAINLESS STEEL) <br />PROBE I.D. TAG DETAIL <br />NG PROBE DETAIL <br />NTS ` J <br />TEMPORARY 6" PVC HEADER <br />(MOUNTED TO FENCE POSTS) <br />W <br />U <br />z <br />U-1 <br />W <br />0 <br />z <br />V) <br />X <br />w <br />N <br />GRAPHIC SCALE <br />I <br />( IN ,` FEET ) <br />PROBE LOCATION PLAN <br />(SOUTH BOUNDARY OF WMU FU -03/04/05) <br />SCALE: 1"=50' (FULL SIZE) <br />NEW GAS MONITORING PROBE <br />PER DETAIL A <br />PERIMETER ACCESS ROAD <br />;L <br />WMU <br />ral <br />REMOVE VAULT & PROBE CASING <br />(3' MINIMUM BELOW GRADE) AND <br />V'MINIMUM <br />WITH SOIL <br />1 <br />1 F <br />PERIMETER ACCESS ROAD <br />ANCHOR <br />TRENCH <br />i <br />EXISTING GAS MONITORING PROBE <br />TO BE ABANDONED IN-PLACE <br />t <br />� I <br />TYPICAL SECTION AT PERIMETER B <br />NTS — <br />3 <br />0 <br />EXISTING PROBE (ABANDON IN-PLACE) <br />NEW PROBE LOCATION PER DETAIL A <br />1 GRADE <br />S K <br />GEOSYNTHETIC CLAY LINER <br />60 mil SINGLE TEXTURED — <br />HDPE GEOMEMBRANE <br />GEOCOMPOSITE DRAINAGE NET <br />EXISTING OR FUTURE <br />INTERMEDIATE COVER <br />X'. OPERATIONS LAYER <br />z z a <br />�Ma <br />Z (n Y <br />� � U <br />(n <br />LL <br />Lu <br />Lu <br />z <br />0 <br />z <br />w <br />UI J <br />wQ <br />Q z u) <br />V w 0 <br />OM r- <br />0 0 <br />a ¢ <br />s <br />z <br />woo <br />U- <br />¢ <br />V)U} n <br />cn <br />Qz <br />m Q Q 0 <br />z j > zGo <br />} z(0 :2 O <br />�0,)ao, <br />w <br />.r <br />Y <br />2 <br />U <br />Z <br />0 <br />ai <br />0 <br />z <br />- -- <br />;� <br />Z <br />;, <br />Q <br />J <br />Q� <br />W <br />z <br />cc <br />ca <br />Q O <br />LL <br />O <br />a LL <br />a - <br />QJ <br />� <br />Z � <br />J 'Q <br />Lu <br />OV <br />Ocr. <br />a Q <br />F_- CV <br />QV <br />O � <br />W <br />O Z <br />cn o <br />�� <br /><a <br />T <br />T <br />DATE <br />SEPTEMBER 2005 <br />PROJECT NO <br />2005.0043 <br />FILENAME <br />86289DB.DWG <br />SHEET NO <br />DRAWING NO <br />1 OF 1 <br />1:\DWG\ALLIED\FORWARD\2005GASSYSTEMDESIGN\100%DESIGNREV3\PROBEPLAN.DWG <br />