|
i
<br /> I
<br /> As
<br /> A - --- -- - - - -- - - - -- 9475
<br /> -- - - -- - --- - - PROJECTED
<br /> 9475 _. -':--..... ------- --- -- -- --------- - - - i I � 'I � - I
<br /> 1 - - - CP
<br /> EL. 9.417.0 ( ) 7 >Ia' --- 9.417.0 EL.'
<br /> CP1 -
<br /> P OJECTED
<br /> 9450
<br /> 9450 20' (TYPJ I CP5 -
<br /> EL 9,377.8 OJECTED EXISTING GROUND (SEESNOTE 2) -�
<br /> EXIST -�-( - - -
<br /> _ �_, PR SURFACE �. l 1-----
<br /> 9425 r --__. . -. -I------- ' _-:_..._. . ._� .----4- -! - - - --------- -...--------- ._.._:-_.._.._-- -- ---. --- ---- -- - CP101 PkOJE_CTED) P7 .• r ,�
<br /> 9425
<br /> ^ 1.5 {PROJECTEl__.,,_., cC L�
<br /> -• i
<br /> nn11
<br /> 1 376.0 t rq, 'S5 f
<br /> EL 9
<br /> .. +
<br /> _ - --- - - -
<br /> - -- - --`- - - _ 9400 Q
<br /> G9400
<br /> -- s y 1 80-MIL DO'BLE SIDED
<br /> GEOMEMBRANE 2 1 � -
<br /> �" / r F' It)wREC G�OMEMBRANE w
<br /> SYSTEM ANCHOR 2.5 - -- -
<br /> GRADE 0 6% MIN. r- - ANCHOR
<br /> w 2.5 J.4r+t4 3N' GEOMEMERANE.._.- _ _ ? -- 375 .
<br /> _ HOR
<br /> 9375 --
<br /> _----- ANC
<br /> PROPOSED, J,
<br /> SUBGRADE
<br /> 1 L 1 - .LDCRS SUMP-' -- - --- >a. r F , --- -- ---i 9350
<br /> I�
<br /> 2 9325 -1
<br /> i
<br /> B i
<br /> ! I
<br /> 9325 -
<br /> 0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 )Cw, 800.0
<br /> I
<br /> i - HORIZONTAL DISTANCE (FT.)
<br /> POND SECTION A-A'
<br /> 2� SCALE: 1"=40'
<br /> REF. DWG. 1 „ n
<br /> B B'
<br /> 9475 ' 9475
<br /> _.... --_.- --..... ----- -r-----.__-- ------__..-'- ------- ---I-.-- ..
<br /> CP2 r'; CP3 NOTES
<br /> PRCJECTED (PROJECTED)
<br /> _.. EL 9 417.0
<br /> EL. 9,417.4 l
<br /> -- - .. - - --- - - ------ ---- - - -1 - - -- - A' -- - - --- - - -- -I - v s_} __,. - ^'F,0 1 . PLACE TEXTURED UPPER LINER IN LOCATIONS
<br /> 9450 �20' (T(P.)- . .:' SYSTEM PONE 2 z ',' , +: ! 20' (TYP) .' .SHOWN IN. PLAN ON DRAWING 1 _
<br /> PLACE
<br /> 1 I __ --�GE©MEMBivY � �, _ � _ �.�. I __ � ------ I: � TEXTURED SIDE UP.-. ,:< •
<br /> ANCHOR
<br /> 9425 -_ ---- r-..___ .._.. --- -- - - 9425
<br /> __. __ _ ____. ! WIDTH MAY IBE MODIFIED DURING
<br /> 2 CONSTRUCTION AS APPROVED BY OWNER.
<br /> Iz
<br /> .. 3. GSE HYPERNET GEONET OR EQUIVALENT.
<br /> a --- -- ---- - --- -- - ---- - .- - - -
<br /> - -
<br /> I � i a
<br /> 0--9400 s'�~ _ GEOMEMBRANE
<br /> COMPACTED'
<br /> SiRUCTUAiAL FIB-- _ SYSTEM ANCHOR a
<br /> " � li ! - ' I�e. Z
<br /> 375
<br /> - 93752.5
<br /> VARIES
<br /> I
<br /> PROPOSED ]_. ---}--- -- ! .- -- - -" 9350 T ,.
<br /> 9350 _-- E)aSTING-GROUN6---- i---- - --- L- ---/ - ----- -- SUBGRADE ------ - -- ---
<br /> 2
<br /> ! 9325
<br /> - -- - 9325- -- ----- --
<br /> ?.d: 100.0 200.0 300.0 400.0 500.0 600.0 700.0 -
<br /> '-,. HORIZONTAL DISTANCE (FT,) LDCRS GEONET
<br /> BETWEEN PRIMARY
<br /> AND SECONDARY
<br /> B POND SECTION B-1S' c (SEE NOTE
<br /> 3)
<br /> - 1 (SEE NOTE 3)
<br /> NES
<br /> 2 �2' MIN.'{ GEOGRADE TO DRAIN
<br /> � t SCALE: 1"=40'
<br /> • UPPER 80 MIL
<br /> REF. DWG. t. SMOOTH HDPE 1% MIN.
<br /> 2
<br /> LDCRS GEONET GEOMEMBRANE
<br /> BETWEEN UPPER (NOTE 1)
<br /> UPPER 80 MIL AND LOWER
<br /> SMOOTH HOPE GEOMEMBRANES LOWER 80 MIL } - LINER
<br /> 53 -- ri. GEOMEMBRANE" (SEE NOTE 3)
<br /> 50' Q _ � ; r (NOTE 1) SMOOTH LLDPE ANCHOR
<br /> GEOMEMBRANE FILL
<br /> 4' IN.
<br /> 1' MIN.
<br /> n!?
<br /> LOWER 80 MIL I SOIL LINER
<br /> f SMOOTH LLDPE 1 ' MIN. SOIL FILL
<br /> GEOMEMBRANE LINER FILL
<br /> _ � I
<br /> F I
<br /> o POND SUBGRADE 2 MIN.
<br /> 80-MIL DOUBLE SIDED m -� �j v\
<br /> TEXTURED GEOMEMBRANE w
<br /> - EXTERNAL POND s
<br /> EXTRUSION ,} ': / 1 GEOMEMBRANE LINER DETAIL 2 T ' PICAL ;;,,FEND ANCHOR DETAIL
<br /> " �Q TO _ - - NOT TO SCALE
<br /> WELD f5. /\�\ Z ' ` NOT SCALE ?
<br /> . . R REF DWGS. 2 8 3
<br /> 3' MIN. a y h h GRADE 1% h. IN .h. COURSE REF. DWG,
<br /> P .4 h 4'. P W '�" '• y 1' M AS 4 k h �•. ,
<br /> OVERLAP y q yh h h. B a. E'y'
<br /> h
<br /> 2.5 y ..< x \///
<br /> /� %/ Q
<br /> 1 / 1 MIN. SOIL LINER FILL \ �j��j��
<br /> o / "% LINER
<br /> \ � `• ,\, �,\ \ ,\ \ \ \ i..\ ,: \/ ` :ANCHOR -j\, •"
<br /> o , / / / \ \. .. .::?.' ': / - v \ \ /, /, \/ \ %\\ \ \. ��\\/\� \`/ , /� \//\:% /\ \ . :: / ;: PROVED t
<br /> / !,./ / ./ / / ../ , PREPARED SUB RADE;, , , ; i / / THIS DR&WING IS NOT AP
<br /> o / / //�/ /;/,\/�� �, / , /\ , / , \, .:::FILL :. /• 0 DESCRIPTION DATE BY CIIKD AP VD Cripple Creels & Victor Gold Mining G
<br /> ,at) �\/ /. \/'\ \/ /.// / /\' \ %\ %'\ .'` \ \ \ ,;\ ENGINEERS STAMP
<br /> E ^
<br /> / / ,/ / // LINER - , / /: / / _ , / , / / /; \, /' _ -�
<br /> I
<br /> �.t(l o \ ! i / \// .'.. - / \/ \' ; /- / \: ., _ ___._.._ _ - _ ______._ {... A Joint VenturaC AngloGold re880n Project
<br /> Corp.. Manot#er
<br /> .......
<br /> ANCH \
<br /> N a \ , FILL •
<br /> w i/=
<br /> N I o _.. - 2 - t�P ,,.. ,�S�; - - PHASE I/IVIII
<br /> M ° TYPICAL'ANCHOR ��,•'; F �Up .. - --.
<br /> _ o s o a, ---�-- -- EXTERNAL POND SECTIONS
<br /> EXTERIOR EDGE v:
<br /> v7N "o, o POND ANCHOR TRENCH OF LINER __ _ .. _._ ` --
<br /> z� ® SEE DETAIL 2 __. WX
<br /> � ; -- niuxN RB/dam M F1 i„aJ
<br /> ,,. _. _. _.... Zi , \ 1. CHEC66DBN .af ..z0 3 e ._ .__ -. - _ �L•, ����\ � Di-d`3'..L NO.:3 PUMP STATION LINER DETAIL " yrslONPl1�`o��` ISSUED FOF cGNSTRUCTION 2/2/O1
<br /> RAB4
<br /> _ . rnntllp Golder JFL 9
<br /> ��c 2 SCALE 1"=2' \ REVISED ISSUED FOR CONSTRUCTION 1/17/01 GS JF JFL - - socw °moo JFL DRAWING 2 OF 3
<br /> _
<br /> rZEF, novas, 2 J x , t Q ISSUED FOR CONSTRUCTION 7/28/00 MRJ JFL JFL AS SHOWN °A jrv�v
<br /> a i
<br /> CC9NS 21
<br /> y
<br /> "C^I -- 3 22 00 MRJ JFL JFL CL
<br /> uxlox Rtvn. . surrE soo, ulEWOOO COIDILOO 80228 rRs NO. 2099DO49 2
<br /> f ��D O t PERMIT / / PHONE: soa efio-oe4o Fnx: sos eee-2oeo
<br />
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