Laserfiche WebLink
PROTECTIVE GEOCOMPOSITE DRAINAGE NET <br />GEOCOMPOSITE DRAINAGE NET OPERATIONS LAYER <br />WMU FUS jE 60 mil DOUBLE TEXTURED <br />FUTURE REFUSE 60 mil DALE TEXTURED REMOVE PLYWOOD HDPE GEOMEMBRANE <br />�° GEOMEMBRANE <br />PERIMETER BERM PROTECTIVE i FILL SLOPE ~� HDPE FILTER <br />(GENERAL EARTHFI L GEOTEXTILE i w! EXISTING FILTER REMOVE <br />MATERIA.) 4• AND PLYWOOD FUTURE PROTECTIVE GEOTEXTILE EXISTING GEOTEX'TILE <br />� ' OPERATIONS LAYER K PERIMETER <br />w= BERM <br />z! <br />1%..... . .................... .... <br />;i mi <br />ANCHOR TRENCH - <br />O <br />-- FUTURE PROTECTIVE <br />I <br />PLASTIC COVERING NG(NOT£5) # T - - -- - -- - ------------ <br />2'MIN <br />GEOCOMPOSITE- <br />- <br />SS 1 DRAINAGE NEEXISTING GEOGRID <br />T <br />I GEOGRID <br />; CUSHION GE <br />OTEXTILEEXISTING EXISTING CUSHION <br />GEOTEXIEGRADE VARIES zLSUBGRADE GEOSYNTHETIC CLAY LIN <br />60 mfl SINGLE SIDEER <br />(VARIES) -UBGRlCETEXTURED HDPE mai <br />FILL <br />.— — GEOMEMBRANE 01 0 2 GEOSYNTHETIC Fill -.....-, 60 mil DOUBLE TEXTURED a� <br />— — — — — — — — (NOTE 4) CLAY LINER•: �X MIN --ANCHOR HDPE GEOMEMBRANE <br />WMU SUBGRADE FILL 3. TdY EXISTING 60 mil ... TRENCH n• <br />lKFU-06MIN MIN DOUBLE TEXTURED ¢ <br />GEOSYNTHETIC HDPE GEOMEMBRANE� <br />CLAY LINER <br />SECTION SECTION <br />rW1 <br />WMU FU -06 TOP OF SLOPE LINER TERMINATION SHT 11 NTS SEE NOTE 7 SHT 11 <br />NTS <br />GEOCOMPOSITE p <br />= DRAINAGE NET PROTECTIVE y <br />60nODOUBLE OPERATIONS LAYER 5 <br />TEXTURED HDPE PLYWOOD <br />0 <br />GE <br />Lu FILTER PERIMETER a. <br />---N <br />1LE <br />m GEOTEXTILE ..... ............ BERM <br />...ILE. .. <br />................... <br />2(1 0 <br />- a 7 <br />cusHloN c£oTExnLE 't <br />LLI <br />i, <br />6 � DOUBLE TEXTURED ERANE- �SUBGRADE FILL ¢ <br />aaFQ O O rn <br />O g GEOSYNTHETIC CLAY LINER RECNHCF�1 N d- <br />GEOGRID LIMIN Z H N <br />�SUBGRADE FILL Q � U rn <br />_ of <br />SECTION U N <br />GENERAL EARTHFIL / NTS SHT 11 - O O Iw- `� <br />w (n Z hi <br />CUSHION / \ FILTER rn � L <br />GEOTEXTILE- GEOTEXTILE rn Q. <br />GEOCOMPOSITE 60 mii DOUBLE <br />DRAINAGE NET TEXTURED HDPE 1 { f 0.5 MIN GRANULAR <br />EXISTING GEOMEMBRANE .�°sE° 2' PROTECTIVE <br />-\c� DRAINAGE MATERIAL <br />_ _ OPERATIONS LAYER GEOCOMPOSITE 0 <br />DRAINAGE <br />GEOCOMPNET REMOVE EXISTING � �� GEOGRID REMOVE EXISTING 60 mil SINGE DRAINAGE NET - ¢ � <br />.. PERIMETER BERM SOIL BERM TEXTURED HDPE = o <br />PROTECTIVE GRANULAR DRAINAGE (NOTE 1) OS MIN 60 mIl DOUBLE GEOCOMPO�iE PROTECTIVE GEOMEMBRANE UJ <br />EXISTING 60 mI SINGLE GENERAL TEXTURED HDPE DRAINAGE NET <br />OPERATIONS LAYER OPERATIONS LAYER <br />/ TEXTURED HDPE MATERIAL a REMOVE 60 rrNl HDPE Z O <br />GEOMEMBRANE GEQSYNTHEnc FARTHFIJ_ GEOMEMBRANE SUBGRADE <br />GEOMEMBRANE b - GEOSYNTHETIC Q <br />ZAi <br />CLAY LINER FILL . ; -: ' CLAY LINER U 3 a <br />0- <br />GEOSYNTHETIC VARIES ..::.: • �- REFUSE 1 LLI <br />o ¢ <br />r.........- ....... ................. .. ........ O <br />CLAY LINER 2( N11N - - - ... ... ... ... .. _ _ i _ --�I - - Z <br />...... <br />g MIN n A,sa, u a <br />L <br />` / 0.5' MIN 1 - - --- - W Q o <br />GEOGRID GRANULAR GENERALFARTH J O rn y <br />�i� FILTER DRAINAGE ., ; .. ...------- -..- EXISTING -...- '-.. .........___....._.... ......---- '- -- - - --FILTER GEOTEXTILE ...... ..._ p v <br />f <br />°' GEOGRID GEOTEXTILE CUSHION MATERIAL ; %' VEGETATIVE — EXISTING REMOVE (SEE NOTE 2) <br />GEOCOMPOSITE GEOTEXTILE , ; • , LAYER CLAY LINER COARSE GRAVEL GEOGRID <br />NOTE DRAINAGE NET REMOVE EXISTING <br />CLAY PLUG T MIN PLYWOOD 1 ` EXISTING REMOVE 3 -INCH DIA <br />GEOSYNTHETIC SUBGRADE FILL(NOTE ) FOUNDATION S�. PERFORATED HDPE PIPE <br />�+ ` REFUSE -- <br />60 mil DOUBLE CLAY LINER SECTION rz t <br />TEXTURED HDPE <br />GEOMEMBRANE "" EXISTING TOP DECK CONNECTION (SEE NOTE 6) SHT 11 J <br />GEOCOMPOSITE NTS <br />H <br />DRAINAGE NET w <br />EXISTING 60 mI SINGLE NOTES: <br />TEXTURED HDPE EXISTING 1. REMOVE EXISTING TERMINATION BERM AND PLYWOOD AND PLACE ENDS OF EXISTING 6. OWNER SHALL PLACE PROTECTIVE OPERATIONS LAYER ON NORTHERN SLOPE ONLY TO APPROX EL _j OI O rh <br />GEOMEMBRANE GEOSYNTHETIC GEOSYNTHICS IN ANCHOR TRENCH. 65 ONCE THE FUTURE CONNECTION AS SOWN ON SECTION Z IS CONSTRUCTED THE OWNER CAN o Z3 Z w <br />CLAY LINER CONTINUE TO PLACE PROTECTIVE OPERATIONS LAYER ON THE SLOPE. Q O ¢ ¢ <br />2. OVERLAP EXISTING AND NEW GEOSYNTHETICS AMINMUM 3 -FEET. CONTINUE <br />2 <br />7. REMOVE EXISTING GEOSYNTHETICS FROM EXISTING ANCHOR TRENCH. OVERLAP GEOSYNTHETICS p z a <br />3. SEW DOWNSLOPE EDGE OF GEOSYNTHETIC CLAY LINER CLOSED TO A MINIMUM OF 3 -FEET. WELD THE EXISTING AND NEW 60-mI HDPE GEOMEMBRANE. I O <br />MAINTAIN BENTONITE WITHIN GEOSYNTHETIC CLAY LINER. F <br />U <br />' W <br />4. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL N <br />5. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE GEOCOMPOSITE <br />DRAINAGE NET. THE PROTECTIVE PLASTIC COVERING SHALL BE REMOVED (BY OWNER) <br />BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED AGAINST THE GEOCOMPOSITE <br />DRAINAGE NET. THE SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED <br />IN CONJUNCTION WITH WASTE PLACEMENT (BY OWNER). TO A MAXIMUM HEIGHT OF <br />10' ABOVE THE LEVEL OF REFUSE THE OWNER SHALL DACE THE SIDE SLOPE OPERATIONS <br />Sheet l2of�.2_ <br />LAYER USING A WHEELED LOADER, WITH NO EQUIPMENT LOADING ON THE SLOPE. OWNER <br />SHALL PROVIDE TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING. TEMPORARY Rev <br />ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. <br />