ARCHIVED REPORTS_2003_5 - Laserfiche WebLink

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NOTES: 1. THE FIRST 10' OF SIDE SLOPE PROTECTIVE OPERATION LAYER SHALL BE PLACED BY THE CONTRACTOR USING A WHEEL LOADER WITH NO EQUIPMENT LOADING ON THE SLOPE. SUBSEQUENT LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT TO A MAXIMUM HEIGHT OF 10' ABOVE THE LEVEL OF REFUSE. FUTURE PROTECTIVE SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEEL LOADER. OPERATIONS LAYER EDGE OF WMU FU-03 (BY OTHERS) GEOCOMPOSITE GEOMEMBRANE 2' PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. DRAINAGE NET \ =� 3. PERFORATION PATTERN: 1/2-INCH DIAMETER HOLES AT PIPE FOURTH PROTECTIVE 10 FUTURE WASTETE POINTS SPACED 6-INCHES ON CENTER. OPERATIONS LAYER FILL SLOPE ® (SEE NOTE 1) APPROX (BY OTHERS) 4. GRADE TOP OF TERMINATION BERM TO MATCH SURROUNDING GROUND = N ® FILTER GEOTEXTILE PROTECTIVE SURFACE. 1 _ Q GRANULAR DRAINAGE TERMINATION OPERATIONS LAYER 1 3 MATERIAL BERM FILTER 2 \ GEOTEXTILE _z GEOSYNTHETIC � s - ---- ----- --- - -- ='--_ _ - -_ - - =_-" -: - _ - 1' MIN °J CLAY LINER 0 — — U0 — a� ° —o— 1 MIN 2% APPROX 2 NATIVE GROUND a�u 2 MIN ' 60-mil SINGLE TEXTURED ° -o - — _ _ — _ -_ _ — _ 1' MIN a� �_ 00 0o 0 0°� — —o° — 0 00, 0 0 °moo°— — — V MIN 6 HDPE GEOMEMBRANE 5' MIN CUSHION GEOTEXTILE GRADE TO GENERAL p (SEE NOTE 2) DRAIN AWAY EARTH FILL 60-mil DOUBLE TEXTURED FROM WMU 2' MIN WELD HDPE GEOMEMBRANE GRANULAR CLAY LINER EASTERN EDGE DRAINAGE MATERIAL / OF CLAY LINER o I 60-mil DOUBLE TEXTURED HDPE GEOMEMBRANE > a� SECTION " k' CUSHION CLAY LINER SLOPE LINER - BASE LINER TRANSITION SHT 5 1/2"x4'x8' CDX GEOTEXTILE NTS FILTER PLYWOOD Q GEOTEXTILE ® GRANULAR 0° ° ° °DETAIL DRAINAGE PROTECTIVE �°00o pU SHT 6 MATERIAL OPERATIONS LAYER o°00 0 0 ° 0(F CUSHION 0 0 , ° 00 0 6" PERFORATED 60-mil DOUBLE TEXTURED — 000°0 o GEOTEXTILE V) CCOLLHDPE LEACHATE HDPE GEOMEMBRANE qMI ECTION PIPE Q 00 (SEE NOTE 3) FILTER GEOTEXTILE N60-MIL DOUBLE TEXTURED N �2' MIN HDPE GEOMEMBRANE U �z-_ u) cI 000,00000 00000 000 °'� 0000 000- 09 000, 0 00 11 O 0 — — °�°o � °0000 0 V MIN Q C Q 00 2' MIN 2' MIN � rn < _ <C o = 1I1= 2�' MIN =111-Illi W ffll_ >ECT0 T MIN CUSHION GEOTEXTILE ' "T ' O z iv EASTERN BASE LINER TERMINATION SHT 5 Q c NATIVE APPROX. 12 FEET CLAY LINER NTS 0) '2 n GROUND rn FILTER GEOTEXTILE o r� FILTER 0 GEOTEXTILEPROTECTIVE Gf2At4iJLA'R{9RAl`NAGF --._ 3 t 04 SECTION OPERATIONS LAYER MATERIAL PROTECTIVE00 OPERATIONS LAYER W 8 LEACHATE COLLECTION TRENCH AND PIPE SHT 5 NTS20' V MIN = 1' MIN o00 0°0 ° o0 —° ° Oo _° -0° Oo ° rA ° 0�011_ o°Q.° ° 0� 4zp = O COQ. TERMINATION GRANULAR ori 2' MIN 4! ti __ Q 3 BERM DRAINAGE ao�o W Of \ NOTE 4 MATERIAL / 10 fff� o J v v CUSHION GEOTEXTILE 0 3 2' MIN NATIVE 60 mil DOUBLE TEXTURED o v / �o o V MIN - -- _- _ - _ GROUND HDPE GEOMEMBRANE 1/2 x4 x8 CDX - - - — - p -� o o .o - o o '.• . .o • . .o . ..-. 1' MIN 0 - 0 .� cn / PLYWOOD \ j/-a: 90 •'90 Po'. Oo 'Oo 90'. 90 90 Qo'. 9 'Ao `90 90;. Aa 40' a CLAY LINER -/ ..04' 9 00 '9.,oa 0 00 'A a° o•T-oo A oo '9. w P,.'ao Q�oo' 'F7, on n 9�-oon-•A oo*P_ao 'A .00 9 e ' I I I I�If iIII /� � z — — — 2' MIN 2 MIN DETAIL �1� O < IIII__II{i �TT- - I GENERAL EARTH FILL BASE IILI=I�,1� - - �I'Il=�� BASE LINER DETAIL SHT 5 CLAY LINER NTS J J z0 CUSHION 2' MIN / / CUSHION p � v w GEOTEXTILE GEOTEXTILE ED a � p HDPE GEOMEMBRANE Qp Z CL t— p EASTERN EDGE OFo Q C i 60-mil DOUBLE TEXTUR / CLAY LINER NATIVE O z HDPE GEOMEMBRANE / GROUND a 0 Z CD cn z SECTION + \ 0 p pop p O S E CT I I V rD �4�( Oh ESS/0 y�fi� O 1D CD O CD z0- w EASTERN BASE LINER TERMINATION SHT 5 BRYAN k �� w � a a — F— iRh T AT NTS ACCESS RAMP 22631 z � w = ' Exp. 12-31-05 U IVIS. w Sheet 5 ofd Rev