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I L <br /> PROTECTIVE COVER SOILI <br /> L <br /> 8 OZ SY GEOTEXTILE <br /> LCRS GRAVEL <br /> ' <br /> 12 OZ ' SY CUSHION GEOTEXTILE* <br /> LE <br /> PROTECTIVE COVER SOIL <br /> L HDPE 60 MI H P GEOMEMBRANE <br /> DRAINAGE P <br /> D GE GEOCOMSITE 0 <br /> 60 MIL :HDPE E GEOM MBRANE <br /> 0 MIL HDPE GEOMEMBRANE' <br /> 3 <br /> N ff <br /> DRAINAGE GEOC MPOS <br /> ITE <br /> 12 ADDITIONAL FOUNDATION SOIL <br /> ; <br /> f <br /> r� <br /> 5 ; <br /> rr <br /> / <br /> N <br /> : <br /> PROTECTIVE COVERR SOIL <br /> PLACED 12' VERTICALLYN / <br /> r <br /> / <br /> 1 <br /> \\\ UP SLOPE FROM THE FLOOR: <br /> r <br /> / <br /> _ a AS REFUSE FILL ADVANCES -� <br /> r <br /> 4 / <br /> r <br /> / <br /> / i <br /> , \ <br /> \, <br /> N <br /> / <br /> a <br /> i <br /> \ 1\ <br /> ol <br /> C <br /> E <br /> _ D <br /> _ l <br /> N <br /> S <br /> 0 \ , <br /> L 1 <br /> R <br /> E <br /> _ U <br /> P LINER BG LOW— <br /> PERMEABILITY L NE U RADE S , <br /> LOW, P RM BILiTY E - , <br /> _E EA <br /> W PERMEABILITY <br /> , N <br /> LO / , <br /> _ E �. <br /> R <br /> z , <br /> a� <br /> _ SO1L TX1 M SEC � <br /> 0 C \ <br /> LOW-PERMEABILITY L <br /> ITY { � ) <br /> SOIL 1X10 CM SEC , <br /> / <br /> , <br /> 7 N <br /> OR G L <br /> \ <br /> > 1 1X10 CM SEC <br /> C <br /> SOL ; <br /> OR -GC <br /> -o <br /> OR GCL <br /> PREPARED <br /> CLASS !II W S <br /> TE <br /> LINERS BGRADE <br /> Q <br /> Q <br /> PREPARED I <br /> E RED L NER SUBGRADE (D <br /> CUSHION E MAY BE ELIMINATED PROVIDED <br /> n <br /> GEOTEXTILE TI "EX L PRVI <br /> LCRS .GRAVEL S UN ' <br /> R ` 1 SUB ANGULAR T0 ROUNDED <br /> ED <br /> ` <br /> BASE LINER SECTION _ SLOPE LINER 2INTERMEDIATE LINER SECTIONION <br /> 3 <br /> NTS NTS <br /> ' <br /> ..: , <br /> NTS <br /> 6 <br /> 6 6 <br /> - : o <br /> U <br /> 60 MIL 'HDPE <br /> SN <br /> GLE SIDED <br /> TEXTURED <br /> SE SLOPE/ <br /> BASE SLOPE BASE LINER <br /> 5 TRANSITION <br /> _ S <br /> 16 OZ GEOTEXTILE <br /> n 8 <br /> 2 5 <br /> 1 6 LCR PIPE <br /> I <br /> S <br /> LCRS GRAVEL BASE ER L N <br /> 6 <br /> , <br /> 6 <br /> 1 <br /> 3 <br /> EDGE OF ANCHOR TRENCH <br /> \ t <br /> 1 Z GEOTEXTILE <br /> 2 0 <br /> 8 <br /> OZ <br /> // <br /> SY <br /> 16 0Z GEOTEXTILE <br /> LE1 GEOTEXTILE <br /> ANCHOR TRENCH BACKFILL <br /> Q <br /> J <br /> 8 OZ GEOTEXTILE <br /> --- <br /> _v <br /> / Pr <br /> / <br /> j / f <br /> (COMPACT TO 90%) <br /> r <br /> , r 12" PROTECTIVE <br /> r <br /> RSOL COV WELD <br /> DRAINAGE GEOCOMP <br /> OSITE <br /> ROT CTIV . . <br /> 12 LCRS GRAVEL <br /> r <br /> , <br /> - - <br /> /1 <br /> . , <br /> CMR' SO i <br /> L <br /> r <br /> I <br /> . . <br /> F60 MIL HDPE GEOMEMBRANE <br /> _ <br /> _ , <br /> GEOMEMBRANE <br /> MIL HDPE . , . . _ . . . <br /> — <br /> LL <br /> LINER SUBGRADE' ,. . .,. \ � _ ., <br /> --- - - - - -- — _. - -- o <br /> \ <br /> L�A <br /> � <br /> TELE00 <br /> , _EXT U ION W LD_\� 12 OZ S GEO <br /> a SLOPE LIN <br /> 18 GEOTEXTILE LA <br /> 660 MIL HDPE - 2 <br /> 18 It P _ ___ <br /> , 00 <br /> Qo <br /> GEOMEMBRANE \ <br /> .. / <br /> / <br /> _ GEO EXT L __-.._ _________._ _ __ r , cn <br /> / <br /> 60 MIL HDPE GEOMEMBRANE LLJ <br /> d- <br /> 60 MIL HDPE LINERER SUBGRADE 2 2 f <br /> . <br /> , Ln <br /> .SLOPE FLOOR DOUBLE SIDED <br /> o <br /> Q � <br /> _ <br /> TEXTURED <br /> z <br /> Q <br /> 4 <br /> LOW-PERM EABI LITY <br /> zm <br /> 1X10_� 45 <br /> SOIL <br /> CM/SEC)C 3 <br /> 1 <br /> - C <br /> 0 G <br /> � w <br /> 0 <br /> R CL w <br /> 2 _ <br /> Q <br /> Q <br /> CUSHION N GE <br /> OTEXTI LE <br /> MAY $E FLIM NAT D PROVIDED <br /> CUSHION <br /> GEOTEXTILE MAY BE ELIMINATEDPROVIDED <br /> Q <br /> M <br /> Q) <br /> w <br /> ANGULAR TO <br /> ROUNDED GRAVELISSUB-ANGULAR TO. ROUNDED LCRS GRAVEL IS SUB ` <br /> O <br /> O <br /> of <br /> 0 <br /> 71 w <br /> m <br /> JCO <br /> SLOPE TO BASE LINER SECTION L S MAINLINE/LATERAL AND.: TRENCH <br /> TOP LINER ANCHOR TRENCH <br /> SECTION 6` <br /> NTS <br /> NTS <br /> NT 5 <br /> 6 <br /> 6 <br /> 6 <br /> H , ` NTH PE GEOSY TIC E <br /> D <br /> 1= GEOMEMBRANE <br /> V <br /> PE GEO E <br /> 0 <br /> STRIP <br /> DRAINS 2 <br /> T P <br /> INS"' r <br /> 4 <br /> '. <br /> Y <br /> 1 HIKE <br /> E <br /> AT APPROXIMATELY <br /> :VEGETATIVE. LAYER <br /> _ <br /> , z <br /> NA <br /> IL AND TA <br /> v <br /> 00D PER PLAN <br /> 10 FEET O.C. 4n DIA X 1 4y STEEL PIPE G EMBEDDED 0 >FINI HED GRADE . IN CONCRETEOR PER PER2 ' 0FILLED WITH CONCRETE QC UNTY SURVEYORRE UIEMENTS Q_z � <br /> (STAMP WITH ELEVATION/DATE) oZ <br /> .. <br /> J <br /> - r <br /> / <br /> m <br /> / <br /> d <br /> Q <br /> J <br /> 1 l . . .. <br /> s <br /> 1 <br /> 00/ <br /> Q <br /> O <br /> f r <br /> - <br /> / <br /> c ` INSIDE <br /> \ <br /> \ <br /> , <br /> \ E,oEXISTING 6 LONG FILLED WITH G LV STEELPIPE <br /> INTERMEDIATE FOUN ATIOSINQ <br /> m <br /> C <br /> Q <br /> \, <br /> nz <br /> � Y \ r <br /> \ <br /> N <br /> A <br /> tf\ <br /> / <br /> GROUT <br /> W DIAMETER HOLESCOVER <br /> LAYER <br /> za0 <br /> Q <br /> z0 <br /> , <br /> C <br /> 3/8 <br /> C <br /> V Q7 ctl <br /> J Z N <br /> REFUSE <br /> - <br /> v <br /> X <br /> N <br /> / .- <br /> r <br /> — -O <br /> , SECTION B <br /> B <br /> BECK <br /> ADDITIONAL _ <br /> J r <br /> NTS <br /> FOUNDATION <br /> 8 <br /> 0 <br /> U. <br /> PLACEMENT <br /> . SOL. ' <br /> 6 MIN DIAMETER <br /> NOTE:" USE SOLID :PI <br /> PEHDPE PIPE <br /> SECTIONCTION A— <br /> A <br /> VFPE GEOMEMBRANE ALONG THE SLOPES. <br /> 120 w <br /> VEGETATIVE LAYER <br /> 1 <br /> N <br /> 1 <br /> .P <br /> TYP_ \ <br /> { <br /> O z <br /> P 0 YNTHETIC ) TYP <br /> " HDEGES <br /> f <br /> ry <br /> 4 IA X 1 4 <br /> D <br /> FINISHED GRADE <br /> \ w <br /> STR DRAINS <br /> RAINS \ <br /> , r <br /> \ <br /> , <br /> r <br /> J� <br /> F <br /> \ <br /> J <br /> \ <br /> ,v . <br /> STEELE <br /> EL PIPE <br /> FILL <br /> ED <br /> AT APPROXIMATELY <br /> J <br /> 10 FEET O.C. WITHCONCREfE -1 <br /> U <br /> INVERT OF 6OR 8 B wO� <br /> wP R wDiA SOLID HDPE <br /> f \ \ <br /> , <br /> / <br /> SLOTTED PIPE <br /> PIPEffN <br /> sc �C <br /> w <br /> cn <br /> J <br /> / r <br /> / f \ v <br /> SURVEY SETTLEMENT <br /> U <br /> t <br /> / 'J o <br /> EXISTING <br /> MONUMENT <br /> 1 <br /> , z . <br /> , <br /> Q Q <br /> FOUNDATION <br /> Z <br /> / /r \ \ A F-- <br /> , <br /> /- <br /> .\ � COMPACTED <br /> U 'w <br /> ( ` / , <br /> LAYER \ r SOIL NOTES: <br /> w ` <br /> ry <br /> 0 <br /> 1 <br /> ,�'�"`�X , <br /> SECTION A A 1 . PLACE PIP <br /> E <br /> WITH HOLES DOWN AS SHOWN <br /> .�/ O <br /> 4 <br /> S <br /> SLOP <br /> . . SEE FINAL GRADING <br /> : . <br /> NTS CONCRETE BASE LL- <br /> REFUSE <br /> REFUSE <br /> A <br /> z <br /> PLAN FOR SLOPE , <br /> TYPICAL 4 PLACES` <br /> — <br /> O <br /> 3.1 MAX <br /> SLOTTED PIPE PERFORATED 'PIPE <br /> FINAL COVER SECTIONS <br /> _ LCIRS , HDPE PIPE SETTLEMENT MONUMENT ENT <br /> 9 <br /> NTS <br /> NTS NTS <br /> T <br /> _ <br /> 6 <br /> , . 6 6 <br /> - of ; <br /> Sheets 14 <br /> : Rev <br /> w For ardGr <br /> Dain 29334 db.dw 08 22 20Oi 15:28 <br /> 8 <br />