2012-02-28_REVISION - M1980244 (48)

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zI z A Y K J Q U N H O J a NORTHWEST 10200 10100 10000 I:OZtZ#1 w 0 9800 w 9700 0 9500 b'.$0. SOUTHEAST 10200 - - - - - - - -- - I - -- - - - - - - -- \ - - - - -- - - -- - - - -- - - - -- - - -- - - - - -- - - - -- - - -- - - -- t - -- - - I - - -- - - - - -- - - - -- - -- - + - - -- -F - - -- - - - -- - -- - - -- I - MILL P PLATFORM � � � � -11-T � ISTINQ -- -I - - \ � - - _ELF T - � M \ - - - - - - - -- - � I i \ .. � %I _ \ _r y - - -- 2 � -n:-aa . .- . .:_�., - -, -_•� � - - - � N� � �r o �- O O N ca N N N N ro N N O r rn N r rn r rn O OO d- O OO O OO I� O OO r O OO �n 0 00 d- O OO r`7 O OO O OO N 0 00 r r^ [O d d"e} a0 N NN O OO O ` `-^ L0 � �^ c0 r r7" r- n nn 'N n n"! � O OO O O O^ CO O Oap N L LD r r7 N N m m. I It O O c cv Lf) N N N N �� . 0 +00 1 +00 SOUTHWEST 10000 - w DIZ U- 9900 — z 0 Q - w 9800 2' 2 +00 3 +00 4+00 5 +00 e - - 20 O 0) c0 r �r N N0c ocp co 00 0- 00 00 00 CEO 0000 no 0 0) 0) 0) 0)0 0)0 rn0C 1 +00 2 +00 3 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +0u 7z+uu iotw lgtuu 1Tj+uu 1vTUu L1Tw _..__ -- C MILL PLATFORM CROSS SECTION C 100 0 100 200 FEET 100 0 100 200 FEET 200 VERTICAL SCALE HORIZONTAL SCALE VERTICAL EXAGGERATION =1 X is G A20 NORTHEAST _ 10000 SELECT FILL A CESS R AD -- t Ir ' - t: _y 9900 \\\ Y BEXTUR SINGLk� UIRED �! \� - -- - _� -- -- -DOWN) LLDPE GEOMtMBRA - - r- - -\ m ra 80 mil SINGLE- SIDED \\ \\ \ \ \/ EXISTING_ GROUND NDELEVATION -- 9800 v TEXTURED (TEXTURED \ \\ \\ \\ \ \\ \\ \ \ \\ FINISHED SURFACELEVATION FACE DOWN) LLDPE 3ROUND (2011) \ \ \ \rGEOMEMBRANE SURFACE (ELEVATION GEOMEMBRANE r7 t010 r) 00 r 00 co 00 r) 00 d- 00 to 00 --� 00 d- 00 O 00 r7 00 �. 00 N 1010 I- NN 7 4:,* N 00 0) LnO 00 0) 1010 r 00 r7 r r') 1� 1� 00 4 OO N OO co Oo O 00 d- 00 '`) 00 O 06 op co 00o6 r7 0606 0) 0606 N 000 Ln 00op O 00 °) Lnh Ln d"e} O •-w O 0D C0 M10 CO 0O �7 N 0) OQ 0).- (�6)r"0 OJ �00)�00) jO -0 N NO r7 NO Lo NOCO NO 10 NO 0) NOO Mw 0)1(1 p) O t0* N rQ r) toe} r7wv r7 Lo rO� 0708 �;-)% 1l 0700 � rn0p � 0100 � 0700 co 0700 00 00 co 00 ro 010 � 070) OO O , 061 0) 00 (rnOOi 60)1 rnoof m 00i60i rn 00i00i rn rn� rn rno0i � 6) 001 0) 00 0) 00) 6) 061 0) 061 0) 00 0) 001 0) 001 6) 00) 0) 001 0) Ma) 0 6) 06) 0 001 4+00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14+00 15 +00 �\ MILL PLATFORM CROSS SECTION D G (ACCESS ROAD 30 2 NTS X00 2' MINIMUM DRAIN COVER FILL 80 mil SINGLE -SIDED TEXTURED (TEXTURED FACE DOWN) LLDPE GEOMEMBRANE FUTURE DRAIN-\ 13' COVER FILL 2. r, 2 1.5 HIGH SAFETY BERM 3' FUTURE SOIL' 21/ LINER FILL 1 J VERBURDEN MATERIAL H H H BENCH LINER TIE -IN A200 A201 A202 NTS w k_ CD Q t L Lai 9800 z m m 9700 9500 5 I 18' SELECT STRUCTURAL FILL - - -- 2' MINIMUM DRAIN COVER FILL NERBURDEN MkTE�- �' -` "` "` ,; ,, _�, , ,• , �-�-`� "�' qtr 1 SOIL LINER FILL DI Y Dl TYPICAL COVERED LINER DETAIL .201 A202 NTS 2' 2 +00 3 +00 4+00 5 +00 e - - 20 O 0) c0 r �r N N0c ocp co 00 0- 00 00 00 CEO 0000 no 0 0) 0) 0) 0)0 0)0 rn0C 1 +00 2 +00 3 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +0u 7z+uu iotw lgtuu 1Tj+uu 1vTUu L1Tw _..__ -- C MILL PLATFORM CROSS SECTION C 100 0 100 200 FEET 100 0 100 200 FEET 200 VERTICAL SCALE HORIZONTAL SCALE VERTICAL EXAGGERATION =1 X is G A20 NORTHEAST _ 10000 SELECT FILL A CESS R AD -- t Ir ' - t: _y 9900 \\\ Y BEXTUR SINGLk� UIRED �! \� - -- - _� -- -- -DOWN) LLDPE GEOMtMBRA - - r- - -\ m ra 80 mil SINGLE- SIDED \\ \\ \ \ \/ EXISTING_ GROUND NDELEVATION -- 9800 v TEXTURED (TEXTURED \ \\ \\ \\ \ \\ \\ \ \ \\ FINISHED SURFACELEVATION FACE DOWN) LLDPE 3ROUND (2011) \ \ \ \rGEOMEMBRANE SURFACE (ELEVATION GEOMEMBRANE r7 t010 r) 00 r 00 co 00 r) 00 d- 00 to 00 --� 00 d- 00 O 00 r7 00 �. 00 N 1010 I- NN 7 4:,* N 00 0) LnO 00 0) 1010 r 00 r7 r r') 1� 1� 00 4 OO N OO co Oo O 00 d- 00 '`) 00 O 06 op co 00o6 r7 0606 0) 0606 N 000 Ln 00op O 00 °) Lnh Ln d"e} O •-w O 0D C0 M10 CO 0O �7 N 0) OQ 0).- (�6)r"0 OJ �00)�00) jO -0 N NO r7 NO Lo NOCO NO 10 NO 0) NOO Mw 0)1(1 p) O t0* N rQ r) toe} r7wv r7 Lo rO� 0708 �;-)% 1l 0700 � rn0p � 0100 � 0700 co 0700 00 00 co 00 ro 010 � 070) OO O , 061 0) 00 (rnOOi 60)1 rnoof m 00i60i rn 00i00i rn rn� rn rno0i � 6) 001 0) 00 0) 00) 6) 061 0) 061 0) 00 0) 001 0) 001 6) 00) 0) 001 0) Ma) 0 6) 06) 0 001 4+00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14+00 15 +00 �\ MILL PLATFORM CROSS SECTION D G (ACCESS ROAD 30 2 NTS X00 2' MINIMUM DRAIN COVER FILL 80 mil SINGLE -SIDED TEXTURED (TEXTURED FACE DOWN) LLDPE GEOMEMBRANE FUTURE DRAIN-\ 13' COVER FILL 2. r, 2 1.5 HIGH SAFETY BERM 3' FUTURE SOIL' 21/ LINER FILL 1 J VERBURDEN MATERIAL H H H BENCH LINER TIE -IN A200 A201 A202 NTS w k_ CD Q t L Lai 9800 z m m 9700 9500 5 I 18' SELECT STRUCTURAL FILL - - -- 2' MINIMUM DRAIN COVER FILL NERBURDEN MkTE�- �' -` "` "` ,; ,, _�, , ,• , �-�-`� "�' qtr 1 SOIL LINER FILL DI Y Dl TYPICAL COVERED LINER DETAIL .201 A202 NTS 6 +00 7 +00 8 +00 9 +00 10 +00 11 +0u 7z+uu iotw lgtuu 1Tj+uu 1vTUu L1Tw _..__ -- C MILL PLATFORM CROSS SECTION C 100 0 100 200 FEET 100 0 100 200 FEET 200 VERTICAL SCALE HORIZONTAL SCALE VERTICAL EXAGGERATION =1 X is G A20 NORTHEAST _ 10000 SELECT FILL A CESS R AD -- t Ir ' - t: _y 9900 \\\ Y BEXTUR SINGLk� UIRED �! \� - -- - _� -- -- -DOWN) LLDPE GEOMtMBRA - - r- - -\ m ra 80 mil SINGLE- SIDED \\ \\ \ \ \/ EXISTING_ GROUND NDELEVATION -- 9800 v TEXTURED (TEXTURED \ \\ \\ \\ \ \\ \\ \ \ \\ FINISHED SURFACELEVATION FACE DOWN) LLDPE 3ROUND (2011) \ \ \ \rGEOMEMBRANE SURFACE (ELEVATION GEOMEMBRANE r7 t010 r) 00 r 00 co 00 r) 00 d- 00 to 00 --� 00 d- 00 O 00 r7 00 �. 00 N 1010 I- NN 7 4:,* N 00 0) LnO 00 0) 1010 r 00 r7 r r') 1� 1� 00 4 OO N OO co Oo O 00 d- 00 '`) 00 O 06 op co 00o6 r7 0606 0) 0606 N 000 Ln 00op O 00 °) Lnh Ln d"e} O •-w O 0D C0 M10 CO 0O �7 N 0) OQ 0).- (�6)r"0 OJ �00)�00) jO -0 N NO r7 NO Lo NOCO NO 10 NO 0) NOO Mw 0)1(1 p) O t0* N rQ r) toe} r7wv r7 Lo rO� 0708 �;-)% 1l 0700 � rn0p � 0100 � 0700 co 0700 00 00 co 00 ro 010 � 070) OO O , 061 0) 00 (rnOOi 60)1 rnoof m 00i60i rn 00i00i rn rn� rn rno0i � 6) 001 0) 00 0) 00) 6) 061 0) 061 0) 00 0) 001 0) 001 6) 00) 0) 001 0) Ma) 0 6) 06) 0 001 4+00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14+00 15 +00 �\ MILL PLATFORM CROSS SECTION D G (ACCESS ROAD 30 2 NTS X00 2' MINIMUM DRAIN COVER FILL 80 mil SINGLE -SIDED TEXTURED (TEXTURED FACE DOWN) LLDPE GEOMEMBRANE FUTURE DRAIN-\ 13' COVER FILL 2. r, 2 1.5 HIGH SAFETY BERM 3' FUTURE SOIL' 21/ LINER FILL 1 J VERBURDEN MATERIAL H H H BENCH LINER TIE -IN A200 A201 A202 NTS w k_ CD Q t L Lai 9800 z m m 9700 9500 5 I 18' SELECT STRUCTURAL FILL - - -- 2' MINIMUM DRAIN COVER FILL NERBURDEN MkTE�- �' -` "` "` ,; ,, _�, , ,• , �-�-`� "�' qtr 1 SOIL LINER FILL DI Y Dl TYPICAL COVERED LINER DETAIL .201 A202 NTS