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0o N s <br />a <br />J10 COMPACTED <br />RANDOM FILL <br />25 <br />-J 1 <br />----------- <br />I� <br />— -- — <br />`r <br />- - ___--- A 3' ANCHOR TRENCH <br />! --- - CONCRETE <br />I IIII - <br />0 5 10 FT <br />C <br />VERTICAL <br />2;51H:1V POND A 2 5H TV — PON <br />2.5H IV'. <br />,N \ — _ COMPACTED <br />RANDOM FILL <br />25 <br />- - L <br />2' 3' ANCHOR TRENCH - <br />D CONCRETE <br />PLAN VIEW o s o FT <br />VERTICAL <br />20 0 20 <br />COMPACTED <br />RANDOM FILL <br />r12 525 25 <br />2'a3' ANCHOR TRENCH <br />J',3 ANCHOR TRENCH <br />NOTE(S): <br />INSTALLATION <br />1 THE GCL SHALL BE INSTALLED TO THE LIMITS INDICATED ON THE DRAWINGS, IN <br />ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION GUIDELINES, OR AS <br />DIRECTED BY THE ENGINEER THE SURFACE UPON WHICH THE GCL MATERIAL WILL <br />BE INSTALLED SHALL BE INSPECTED BY THE EARTHWORKS CONTRACTOR, GCL <br />INSTALLATION CONTRACTOR, AND ENGINEER TO VERIFY THAT THE CONCRETE <br />SURFACE IS FREE OF DEBRIS, ANY PARTICLES OVER 3/4 INCHES IN DIAMETER, <br />AND OBJECTS THAT MAY DAMAGE THE GCL UPON ACCEPTANCE OF THE PREPARED <br />SURFACE, PARTIES INVOLVED WITH THE INSPECTION SHALL SIGN AN R <br />APPROVAL/ACCEPTANCE NOTIFICATION <br />THE GCL MATERIAL SHALL NOT BE DEPLOYED OVER STANDING WATER OR DURING 1 <br />HEAVY PRECIPITATION EVENTS <br />3 OVERLAPS SHALL BE A MINIMUM OF 9 INCHES ON THE PANEL EDGES AND 18 <br />INCHES AT THE PANEL ENDS THE OVERLAPS SHALL BE FREE FROM "FISH <br />MOUTHS," WRINKLES, OR FOLDS ALL DIRT, GRAVEL, OR OTHER DEBRIS SHALL BE <br />REMOVED FROM THE OVERLAP LOOSE GRANULAR BENTONITE SHOULD BE PLACED <br />BETWEEN THE PANEL OVERLAPS AT A RATE OF 1/4 POUND PER LINEAL FOOT (OR <br />AS RECOMMENDED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER) <br />REV I DATE I DESCRIPTION <br />-LEY LEACH FACILITY <br />D LINER SYSTEM <br />-- COMPACTED <br />RANDOM FILL <br />ISSUED DATE <br />03/31/15 <br />PROJECT No <br />74201125N <br />DRAWING No I REV <br />U100 0 <br />