ARCHIVED REPORTS_2004 - Laserfiche WebLink

Home Browse Search

EDGE OF WMU FU-04 GEOMEMBRANE f . 10' ip APPROX GEOCOMPOSITE : DRAINAGE NET PROTECTIVE j PROTECTIVE TERMINATION OPERATIONS LAYER -_ OPERATIONS LAYER BERM FILTER SEE NOTE 1 GEOTEXTILE o FILTER GEOTEXTILE o APPROX v a GRANULAR DRAINAGE N _ 2/0 2 �-- _ a MATERIAL 2 = ° ° ° ® 1 M I N GEOSYNTHETIC 1MIN 0 �s. 2.91 0 °o° 0 0 o 1' MINCLAY LINER ° MIN GRADE TO GENERAL DRAIN AWA Q EARTH FILL ~ 2' MIN 2' MIN NATIVE GROUND __ _ FROM WMU Ga till Ilfrii GRANULAR 60-rnilS IN:GLE TEXTURED EASTERN EDGE DRAINAGE MATERIAL - L HDPE GEOMEMBRANE 5 MIN CUSHION GEOTEXTILE (SEE NOTE 2) OF CLAY LINER 60-mil DOUBLE TEXTURED 60-mil DOUBLE TEXTURED HDPE GEOMEMBRANE WELD HDPE GEOMEMBRANE : c 0 CUSHION CLAY LINER CLAY LINER 1/2 x4x8 CDXGEOTEXTILE Q) FILTER PLYWOOD GEOTEXTILE 00 00op SECTION 0 - Q FILTER � /° oo GEOTEXTILEESL PE LINER - BASE LINER TRANSITION SHT4 oCUSHION iL)o°0°o° ° ° 0 0°o ° GEOTEXTILENTS � o a) .. . PROTECTIVE GRANULAR DRAINAGE p GRANULAR ® I �l4 4 4 4 Lj OPERATIONS LAYER MATERIAL DETAIL ® DRAINAGE PROTECTIVE A SHT 6 MATERIAL OPERATIONS LAYER 1' 60-MIL DOUBLE TEXTURED 6" PERFORATED 60-miI DOUBLE TEXTURED MIN 2' MIN HDPE GEOMEMBRANE 1' MIN op - - - - HDPE LEACHATE HDPE GEOMEMBRANE V MIN ° °° '`b ° o0 � �° ®°x °00 A"A l a.. �°o�° u� N COLLECTION PIPE (SEE NOTE 3) FILTER GEOTEXTILE 2' MIN z F- rn N co 00 FERH IF- -_ - _-_ _ -_ -_ _ --- - =- - - - -- - - - - - VMIN / E TI CUSHION ((�1f= QU _� ..ee s+e. - 0 oopnO 00000 000 .Q o*)o o°� °o" ° ° ° °o ° ppo 0 1' MIN O EASTERN BASE LINER TERMINATION SHT 4 NATIVE GEOTEXTILE F=— < 0 2' MIN NTS GROUND 60 mil DOUBLE TEXTURED w 04 2' MIN HDPE GEOMEMBRANE u- O) z I _ Q i \ 2,MIN =lfftllil CLAY LINER V MIN CUSHION GEOTEXTILE NATIVE APPROX. 12 FEET DETAIL CLAY LINER GROUND BASE LINER DETAIL SHT 4 / NTS ! FILTER W � GEOTEXTILE = o SECTION ! v� PROTECTIVE �W� OPERATIONS LAYER ' u- ml LEACHATE COLLECTION TRENCH AND PIPE SHT 4 a9 0 NTS 20' NOTES: s a : p Q` TERMINATION 1 . THE FIRST 10' OF SIDE SLOPE PROTECTIVE OPERATION LAYER no � � GRANULAR SHALL BE PLACED BY THE CONTRACTOR USING A WHEELED LOADER �I ACCESS RAMP BERM DRAINAGE WITH NO EQUIPMENT LQADING ON THE SLOPE. SUBSEQUENT 9!:2 c �I f LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE _ yNOTE 4 MATERIAL 10 PLACED BY THE OWNED IN CONJUCTION WITH WASTE PLACEMENT (n -Y _ TO A MAXIMUM HEIGHT OF 10' ABOVE THE LEVEL OF REFUSE. v -'- 2' fiIIIN SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED LOADER. 1 _ _ V MIN - - -- - . P TEXTURED SID GEOMEMBRANE N OR ioill • .. .: .. 0 . . Q Q :. ;. . Q ;. 0 , , _ _ _ _ _ _ 2 LACE TEX E OF GE ME NE AGAINSTCLAY LINER O CL. ., t�` ao do; po ..•90 .R°;. 90;. •'Oo;. '9°;. •'Oa:. Ao:. Oo; Po. Oo Oo:; Ao. 40 . Ao 1' MIN Q-1 r, i t_.. ,.. i.. 5 d..-oo• A..oo- A..ao .A,req• '.O..ov 'A.:eo• 'A..oo• 'A .'oe' '.0.r«a• 'A..-a:o' ,A�-w Aw 'A..•oot 0 °o 'A :...''0.: .. . 3. PERFORATION PATTERN: 1J2-INCH DIAMETER HOLES AT PIPE FOURTH 11114=1 I --�. -• : . 2' MIN POINTS, SPACED 64NCi-� S ON CENTER. = 11 2' MIN z U, 4. GRADE TOP OF TERMINATION BERM TO MATCH SURROUNDING GROUND � -� GENERAL EARTH FILL 11)1--111 if- SURFACE. =1 I I I I L CLAY LINER Q pLij CUSHION a GEOTEXTILE 60-mil DOUBLE TEXTURED Q z HDPE GEOMEMBRANE EASTERN EDGE OF � �? z CLAY LINER NATIVE rf p 0O GROUND u- w to SEC iIL I c C T I EASTERN BASE LINER TERMINATION SHT 4 AT ACCESS RAMPo�Essi NTS P° LTi Ir Lu No. M631 m E 12-31-D5 �P Sheet-,5-of 10 `� IV l Rev