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INSTALL 6 FT T–POST FENCE 50 FT <br />ON–CENTER MAX DEPTH OF T–POST: 1 FT <br />Z J <br />Q <br />J I Q <br />W W <br />Z <br />I <br />Nal <br />I� <br />t I <br />'�I�lilll�ill_„III„ III 11— <br />GEOMEMBRANE FLAP <br />PROTECTIVE PLYWOOD COVER <br />ANCHOR TRENCH BACKFILL --�_ <br />j BASE LINER <br />o cot coo SYSTEM DETAIL <br />D <br />> �. <br />7�11 <br />EXTRUSION WELD <br />TO GEOMEMBRANE <br />OEM <br />j�llloi � <br />■■■� <br />INTERIM BASE LINER <br />TERMINATION AND ANCHOR TRENCH <br />SECTION G <br />1'” = 2' CO2C12 <br />EARTHFILL <br />GEOMEMBRANE FLAP <br />PERFORATED <br />LCRS PIPE <br />SSPE <br />EARTHFILL BERM <br />B -B -e -B -B -B - <br />PIPE PENETRATION <br />THROUGH GEOMEMBRANE FLAP <br />SOLID LCRS PIPE <br />ANCHOR TRENCH BACKFILL <br />B—B—B—B—B—B— <br />' � I <br />11 1= J11=1 I <br />INTERIM BASE LINER TERMINATION, <br />ANCHOR TRENCH, AND ACCESS ROAD <br />SECTION J <br />1" = 2' CO2 C12 <br />0 03/06/17 ISSUED FOR CONSTRUCTION JM JVR BMY/JVR BMY 03/06/2017 <br />- -- - DATE OF ISSUE: <br />DESIGNED BY: JVR <br />.. DRAWN BY: JM <br />- * No. C 38976 <br />Exp .O3 -3L-17 <br />CHECKED BY: BMY/JVR � <br />�-f C / V <br />REV NO. DATE DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY APPROVED BY APPROVED BY BMY OF CA��F <br />This drawing has not been published but rather has been prepared by Geo -Logic Associates, Inc. for use by the client named in the title block, solely in respect of the construction operation, <br />and maintenance of the facility named in the title block. Geo-Looic Associates. Inc. shall not be liable for the use of this drawino on anv other facility or for anv other ouroose. <br />INSTALL 6 FT T–POST FENCE 50 FT ON–CENTER <br />MAX DEPTH OF T–POST: 1 FT <br />Ig <br />zJ <br />Q <br />J <br />a I <br />LCRS PIPE AND BASE LINER <br />TERMINATION AND ANCHOR TRENCH <br />SECTION H <br />1" = 2' C <br />BASE LINER LI <br />121 ci SYSTEM DETAIL <br />ACCESS ROAD <br />PENETRATION <br />TREATMENT <br />PERFORATED <br />S TEST PIPE <br />CAP <br />Geo-Lo�i <br />s <br />A S S 0 C I A T E S <br />143E Spring Hill Dr, Grass Valley, California 95945 <br />geo-logic.com 1530.272.2448 <br />EARTHFILL <br />GEOMEMBRANE \ <br />FLAP <br />N <br />SLOPE <br />)F . )L PROVIDE CAP AT <br />PIPE TERMINATION <br />40' <br />10' <br />INSTALL 6 FT T–POST FENCE 50 FT <br />ON–CENTER MAX DEPTH OF T–POST: 1 FT ~ <br />zl <br />a <br />J I rY <br />PROTECTIVE PLYWOOD COVER <br />45' HDPE ELBOW <br />ANCHOR TRENCH BACKFILL <br />INSTALL 6 FT T–POST FENCE 50 FT <br />ON–CENTER MAX DEPTH OF T–POST: 1 FT <br />_H <br />Z J <br />a <br />J of <br />n- W <br />Iz EARTHFILL <br />2' AT SOIL <br />GAS TRENCH <br />-;Iii-1 I I -i I I-1 I <br />I I I I l l l l l l i l l l l l l <br />SOIL GAS PIPE TERMINATION <br />SECTION <br />1" = 2' C01UCI <br />LCRS TEST PIPE AND BASE LINER <br />TERMINATION AND ANCHOR TRENCH <br />SECTION K <br />1" = 2' C <br />AREA 5B CONSTRUCTION <br />NORTH COUNTY SANITARY LANDFILL <br />COUNTY OF SAN JOAQUIN DEPT OF PUBLIC WORKS <br />DETAILS <br />SOLID LCRS TEST <br />PIPE <br />PVC CAP <br />SCREW IN <br />DRAWING NO. <br />C12 <br />PROJECT NO. <br />2016.A118 <br />ISSUED FOR CONSTRUCTION <br />