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SOIL OPERATIONS LAYER <br />GEOCOMPOSiTE DRAIN <br />2' 60—mH DOUBLE --SIDED <br />TEXTURED HDPE <br />GEOMEMBRANE <br />= GEOSYNTHETIC <br />CLAY LINER (GCL) <br />x ' x is —'z - x • - x -x xx X' PREPARED <br />FOUNDATION LAYER <br />1' <br />NATIVE SOIL <br />OR EARTNFlLL <br />1' <br />BASE LINER SYSTEM <br />DETAIL <br />1�- 1° col C1 <br />A etiv. Na Trfr A T Ar►IT <br />26' <br />SOIL OPERATIONS LAYER <br />GEOCOMPOSITE DRAIN <br />60—mil DOUBLE—SIDED <br />TEXTURED HDPE <br />GEOMEMBRANE <br />GCL <br />= x PREPARED <br />i <br />g/ FOUNDATION LAYER <br />NATIVE SOIL <br />OR EARTHFILL <br />tee/ <br />,75 <br />SIDE SLOPE LINER SYSTEM <br />DETAIL 2 <br />1" = 1' CO�C' <br />0 1 11/13M6 <br />I REV. NO. I DATE <br />SAH I SAN I JVR I JVR <br />- -- <br />DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY APPROVED <br />DATE OF ISSUE: 11/13/2018 <br />DESIGNED BY: SAH <br />DRAWN BY: SAH <br />CHECKED BY: JVR -- <br />APPROVED BY: JVR <br />��O_ESS) <br />V • R <br />FLOOR LINER <br />SYSTEM DETAIL <br />SIDE SLOPE LINER <br />SYSTEM DETAIL <br />8—oz SEPARATOR - .1- <br />GEOTEXTILE : H <br />LCRS DRAINAGE I" t <br />GRAVEL :.. (..: . <br />:.... ::. 1 OVERLAP <br />1 <br />-:.J . <br />— x - -x .x -' x x x x <br />—B—�B B 13 B B B B—� <br />4' MIN. <br />� I - <br />I SEE NOTE 2 <br />1 6" DIA. SDR 9 <br />PERFORATED <br />HDPE LCRS <br />PIPE(') <br />BASE TO SIDE SLOPE <br />LINER SYSTEM TRANSITION <br />SECTION A <br />1" = 1' CQ! C10 <br />DRAINAGE DITCH <br />TOP OF SLOPE ANCHOR TRENCH AT ROAD <br />SECTION K`c <br />1" = 1' C01 C10 <br />Geo-Losic <br />ASSOC1ATES <br />143E Spring Hill Dr, Grass Valley, California 95945 <br />geo-logic.com 1530.272.2448 <br />PROTECTIVE PLYWOOD COVER1 <br />2 <br />I <br />ANCHOR TRENCH BACKFILL 1 <br />2. M. _ .•, <br />x r <br />- J <br />1 1 <br />4' `T-� 1' <br />TEMPORARY SIDESLOPE <br />ANCHOR TRENCH <br />SECTION rB <br />1K=V Col c1 <br />Z <br />it Cr <br />3' <br />fw <br />FOOTHILL SANITARY LANDFILL <br />NOTES <br />1. SS WIRE ROPE LOCATION SHOVIIN ON PLANS. <br />2. THE CONNECTION OF THE SIDE SLOPE AND FLOOR GEOMEMBRANE <br />SHALL NOT BE WITHIN 5 -FT OF THE TOE OF SLOPE AND SMALL NOT BE <br />LOCATED IN THE LEACHATE COLLECTION PIPE TRENCH. <br />DETAILS <br />•- • <br />C10 <br />AU 17.1254 <br />This drawing has not been published but rather has been 13wilED FOR COMBTRUCTION <br />prepared by Geo—Logic <br />Associates, Inc. for use <br />by the client named in the <br />title block, solely in respect. of the construction operation, <br />and maintenance of the facility named in the title block. <br />Geo—Logic Associates, <br />Inc. shall not be liable <br />for the use of this drawing <br />on any other facility or for any other purpose. <br />6104%- <br />. 1 ( .0 <br />qq <br />