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NOTES: <br /> 40 ROAD (PER PLAN <br /> 1. BLEND ENDS OF ANCHOR BERM INTO SURROUNDING <br /> 30' NOMINAL ALL WEATHER ROAD +/-10' BERM TERRAIN AT A MAXIMUM 10 PERCENT GRADE. <br /> GENERAL <br /> APPROX 2' 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. <br /> i <br /> FUTURE WASTE 8" CMB EARTH FILL ROAD <br /> 2 MIN FILL SLOPE ROAD BERM 3. PERFORATION PATTERN: 1/2 INCH DIAMETER HOLES AT PIPE <br /> BY OTHERSPROX %Lj <br /> 2 2 FORTH POINTS, SPACED 6-INCHES ON CENTER. <br /> GENERAL <br /> II)hIf{i= J1111-1(11= 1 <br /> 1 EARTH FILL 2 3 1 <br /> 1 F-, 3° ANCHOR 11 1 FUTURE PROTECTIVE <br /> BERM —_ OPERATIONS LAYER 8 OZISY <br /> / (BY OTHERS) <br /> GEOTEXTILE <br /> 3' MINuuu NATIVE GEOCOMPOSITE <br /> _ <br /> NATIVE DRAINAGE NET <br /> a� <br /> 1 <br /> GROUND � GROUND � ® L <br /> ANCHOR 2 SECTION <br /> G � <br /> TRENCH3T MIN ROAD BERM (TYPICAL) SHT 6 <br /> MIN 60 mil SINGLE TEXTURED NTS <br /> GEOSYNTHETIC HDPE GEOMEMBRANE <br /> CLAY LINER a� <br /> p <br /> SECTION <br /> SOUTH AND WEST SLOPE LINER - TOP SLOPE SHT 6 <br /> TERMINATION/ANCHOR TRENCH (SEE NOTE 1) ° <br /> NTS <br /> a� <br /> o' <br /> i <br /> PROTECTIVE <br /> Q <br /> ' — OPERATIONS LAYER — — <br /> FILTER U) <br /> GEOTEXTILE <br /> Cl <br /> 3" MIN COARSE GRAVEL <br /> — vi <br /> 5° MIN T MIN �° � / \ M//V GRANULAR V MIN p <br /> . . FILTER <br /> // \\ yam_ DRAINAGE Q co <br /> _ PROTECTIVE � � � <br /> - GEOTEXTILE - MATERIAL - ��' O � <br /> - Z N <br /> OPERATIONS LAYER t- <br /> cas _ <br /> zF- M N <br /> =1l11 =111 (III= II II, GEocoMFOSITE 1 (, I 1 -~ ` — c 00 <br /> DRAINAGE NET V MIN ` ` ` C 3" MIN 3" MIN r 1' MW Q U <br /> NATIVE 60-mil SINGLE TEXTURED CUSHION 1 I -- -- r " 11 Q = Q o <br /> > iGROUND HDPE GEOMEMBRANE GEOTEXTILE 6 �- 6 w <br /> OR SUBGRADE (SEE NOTE 2) O� O 1-- <br /> BACKFILL WITH FILL <br /> V) z 6 <br /> SLURRY CEMENT 3" MIN GEOSYNTHETIC CLAY LINER 6 HDPE PIPE 60-mil DOUBLE TEXTURED o Q 0 <br /> CLAY LINER HDPE GEOMEMBRANE 0')MIKTURE SDR II - PERFORATED rn m <br /> (SEE NOTE 3) a� <br /> SECTION ® n a o <br /> TERMINATION OF SHT 6 w <br /> SIDE SLOPE LINER _ W .�,. <br /> NTS Z <br /> z w � a <br /> TAIL ® W<°. z <br /> Za Z-V, <br /> _ 5. <br /> Sv W 0 Q <br /> LEACHATE COLLECTION TRENCH AND PIPE SHT 6 WAM Q <br /> NTS <br /> zao W <br /> za>z <br /> J0 <br /> M _ ¢I a <br /> N � <br /> p V <br /> V <br /> z <br /> 0 Q <br /> I cr <br /> WDm <br /> o <br /> F <br /> Q Fps <br /> J nZ � _p <br /> p : Q c/) L <br /> Q� OZZ `L <br /> � 6 Ou C/) <br /> Of n d z <br /> O omp o <br /> 0 o 0 <br /> 'p SS/ D Z <br /> t— <br /> ��4 BRY Ae � H <br /> cn <br /> 3TII F I Q Q= <br /> 631 v <br /> Exp, 12-31-05 w <br /> S <br /> civi, <br /> OF CA <br /> Sheet 6 of 11 <br /> Rev <br />