Laserfiche WebLink
PROTECTIVE COVER SOIL <br /> 8 OZ/SY GEOTEXTILE <br /> LCRS GRAVEL <br /> �I12 OZ/SY CUSHION GECTEXTILE• PROTECTIVE COVER SOIL <br /> 60 MIL HOPE GEOMEMBRANE - <br /> DRAINAGE GEOCOMPOSTTF <br /> 60 MIL HDPE GEOMEMBRANE <br /> 60 MIL HDPE GEOMEMBRANE <br /> 3 <br /> 12'ADDITIONAL FOUNDATION SOIL <br /> 11 DRAINAGE GEOCOMPOSTE 5 <br /> ,N PROTECTIVE,COVER SOIL <br /> PLACED 12 VERTMALLY 1 <br /> UP OPE FLOOR <br /> AS REFUSE FILL ADVANCES N <br /> N <br /> O <br /> N E <br /> Up <br /> !� PREPARED LINER SUBGRADE LOW-PERMEABILffY LOW-PERM FpH BANG "`Vus\ \ <br /> LOW-PERMEABILITY SOIL(1X10-TCM/SEC) SOIL -TCM/SEC) <br /> SOIL(1X10- CM/SEC) OR GCL OR GCL \ `� ct <br /> OR GCL ED <br /> LINERS SUBGRADE CLASS 111 WASTE a <br /> PREPARED LINER SUBGRADE y <br /> •CUSHION GEOTEXTILE MAY BE ELIMINATED PROVIDED <br /> j LCRS GRAVEL IS SUB-ANGULAR TO ROUNDED p <br /> BASE LINER SECTION 1 SLOPE LINER 2 INTERMEDIATE LINER SECTION 3 <br /> NTS 6 NTS 6 NTS 6 <br /> N <br /> C <br /> O <br /> N <br /> SI MIL HDPE <br /> SINGLE SIDED <br /> TEXTURED <br /> SDE SLOPE/BASE LINER <br /> TRANSITION <br /> 16 OZ GEOTEXTILE 1 �6'LCRS PIPE <br /> B S <br /> LCRS GRAVEL BASE UNER� <br /> 1 3 8 <br /> 2 �i 12 OZ GEOTDTTILE• 8 OZ S EDGE OF ANCHOR TRENCH16 OZ GEOTEXTILE <br /> LE B OZ GEOTEXDLE ANCHOR TRENCH BACKFILL <br /> tY PROTECTIVE (COMPACT TO 90R) � <br /> U <br /> SOIL COVER DRA NAGE GEOCOMPOSTTE <br /> l } 12'LCRS GRAVEL p <br /> 60 MN.HSE �p 60 MIL HOPE GEOMEMBRANE N <br /> GEOMEMBRANE `v 2°- <br /> LINER SUBGRADE O <br /> 18' <br /> GEOTEXTILE LAP 1 ®(iRUS10N WELD 60 MIL HDPE 2' 12 OZ/SY GEOTEXTILE SLOPE LINER e <br /> GEO40MLE GEOMEMBRANE 6 0 <br /> V) N <br /> 60 MIL HOPE GEOMEMBRANE60 MtL HOPE w c <br /> SLOPE TO FLOOR DOUBLE SIDED LINER SUBGRADET 2' 2' <br /> TEXTURED <br /> LOW-PERMEABILITY 4� O O: <br /> SOIL(txto-YcM/mac) (— ? o c <br /> OR GCL <br /> 3 �a 0 <br /> •CUSHION GEOTOMLE MAY BE ELIMINATED PROVIDED •CUSHION GEOTEXTILE MAY BE EUMINATED PROVIDED <m V a <br /> LCRS GRAVEL LS SUB-ANGULAR TO ROUNDED LCRS GRAVEL 1S SUB-ANGULAR TO ROUNDED '+ U <br /> oa <br /> J <br /> J � <br /> SLOPE TO BASE LINER SECTION 4 LCR MAINLINE/LATERAL PIPINGAND TRENCH 5 TOP LINER ANCHOR TRENCH SECTION 6 a <br /> N 6 <br /> NTS <br /> 6 NTs 6 <br /> HDPE GEOSYNTHETIC VFPE GEOMEMBRANE <br /> STRIP DRAINS <br /> AT APPROXIMATELY VEGETATWE LAYER 1'HIKE 24' I <br /> 7 <br /> 10 fYET O.C. 0=PER PUN <br /> 4' AND TAG <br /> DUX 1�4'SPEEi.PIPE <br /> EMBEDDED <br /> PEReFlNISHED GRADE —'I FILLED WrtH CONCRETE I�NOUC CRS ORORPER�IREMENTS o <br /> T \ \ \ 0 n - (STAMP WTM ELEVATION/D1TE'j ^ <br /> EXISTING <br /> XISTI GTXATE = L_ INS1 <br /> _ 2'GALV STEEL PIPEINTERtO <br /> COVER \ \�\\y� y \\\�\ �\\ \�� N 3 LAYER '''��'A�� GROUT FlUFD WITH <br /> REFUSE y. j ► � A 3/8'DIAMETER HOLES � jp •Lj <br /> 1p FOUNDATION AADDDIT SECTION B–B L <br /> SOIL PLACEMENT <br /> NOTE USE SOLID PIPE HDPE MIN <br /> SECTION A–A <br /> VFPE GEOMEMBRANE . � � � ALONG THE SLOPES <br /> VEGETATIVE LAYERHOPE i?<7' I-TYP --'-I r <br /> STRIP DRAM FINISHED GRADE \\� ( TYP 4'DIA X 1 4' w <br /> AT APPROXIMATELY �j q STEEL PIPE� LED J <br /> 10 FEET O.C. \ >, WITH CONCRETE J p <br /> INVERT OF 8'OR e' B t- <br /> PER i DIA SOLID HDPE <br /> e SLOTTED PIPE Q N <br /> EXISTING SURVE EM SETTLEMENTpp- V J <br /> F TX � COMPACTED Z YM \ OILHarm* <br /> O w <br /> REF115E FOR SLOPE <br /> E +SEE FINAL.GRADING SECTION A-A 1. PLACE PIPE WITH HOLES DOWN AS SHOWN CONCRETE t p <br /> (x:i'M SLOTTED PIPE PERFORATED PIPE TYPICAL 4 PLACES <br /> FINAL COVER SECTIONS LCRS HDPE PIPE8 SETTLEMENT MONUMENT 9 <br /> NTS 6 NTS 6 NTs 6 <br /> i <br /> Sheet�of�. <br /> Rev <br />