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✓ � :fN/ Ali. <br /> A=COM <br /> h <br /> ,�\'�\ \ \ ��. �^�{ t� 1, • I • �- �\- I LNEcno CHANNEL <br /> HORIZONTAL DRAI �smxoxrosHwo�ar•mweseW Mw.l <br /> w 1 <br /> CJIV_RI Fs. - _ 0 100 _200 - 300 CLIMAX MOLYBDENUM <br /> } ON <br /> 2018 FOUNDATION COMPANY, <br /> DRAIN EXTENSION <br /> \, \ • 1 LtIS'INC BURIED HDPE GRAVETRESS ."- <br /> \ �� \ C�LV`c R' r BUTTRESS —_ \ _ <br /> \\�� ) ! - HENDERSON MILL <br /> SEEPWATER COLLECTION- �p ASAUILT NEAR PARSNALL,CD <br /> �p'C \ <br /> / - FOUNDATION UHAIN <br /> \\\�\\\\\\\\�\\ I - DAYLIGHT — <br /> SOUTH BUTTRESS <br /> \�\\\\\\\\\\ �\\\ NORTH BUTTRESS3 <br /> ,2 <br /> \ v�vvvv vv v 1' o o 1 r _ i 2 <br /> DAM RES <br /> ' / I � HENDERSON <br /> _ G --_. i 41 ` I I , 9 PHASE <br /> TT S <br /> ` A� v I AS-BUILT_•-'"- �� v V FEBRUARY 2021 <br /> ORIGINAL]DAM <br /> � 1 <br /> BURIED PIPE \ <br /> 2020 AS-BUILT DAVLIGIR <br /> \ t' I <br /> Api �BURIED PIPE IVERT col Fc ION eox <br /> � 2020 AS BUILT DAYLIGHT <br /> /COLLECTKMI BO% i„ i' SOUTH AREA p REGIg <br /> \ ..�! <br /> 3 A, <br /> \\ 88H)„ F_r� \\ �\ I ?�, �_ '-_ 3 cp�`�,Wz�a�y,•.t0 <br /> �\\\\ \ �Ha •. /j I \ t 3Pg47 <br /> NORTHAREA -^O H 21 I. • A•F���' N(,\� <br /> O HL --�1_ <br /> • \' __ <br /> H-3A H-3 <br /> ` <br /> QH7B H-2NBO I \ SwEDFgi NODING�{ <br /> WFST(STEPBACK)BUTTRESS '\ <br /> EXISTINGTOE <br /> DRAIN(BURIED) •' -_ -.- _-..— -.- ISSUED 1-t cDN9TnutTK»I <br /> _- --.STEPBACK OAM 1-2A� _.. � \ <br /> ' I1 <br /> . <br /> REVISIONS <br /> Ko. oEsrAlPrnx WTE <br /> \ 43 I-2N A Asau9i <br /> A `\\ \8t� � � I .... 4 � ASB <br /> v` 'y J - \ � JII 8 Asau9 <br /> LEGEND ABBREVIATIONS <br /> HDPE HIGH DENSITY POLY ETHYLENE 2020 INSTRUMENTATION �coM Exa�ECTuo_ <br /> ------ EXISTING GROUND PIEZOMETER-EXISTING EL OR ELEV ELEVATION PIEZOMETER TI P 08nwu n•Q INSTRUMENT SURFACE GRADE NORTHING FASTING <br /> N NORTHING OR NORTH ELEVATION OEBK•E0T': <br /> --- ORIGINAL GROUND(1974) O PIEZOMETER-2020 AS-BUILT VWP-2001(PIEZOMETER) 87w.265 8"D.2% 192 5.697 18MW5.132 <br /> --- VWP-2002(PIEZOMETER) 8780.123 BT72.0B8 192021.419 18W769.128 wTE wEATEO: <br /> EXISTING ® PIEZOMETER-2020 ABANDONED VWP_2M3(PIEZOMETER) 8798.685 8781.625 193036.052 1835999.16A MA�g71 <br /> ROAD .,•.,� �11m <br /> INCLINOMETER-IXISTING 18A(PIEZOMETER) 8071A2 8807A23 191835.111 18359]7.)81 <br /> EXISTING TOPOGRAPHY COMBINED FILTER AND TAILINGS FILL PLACEMENT VOLUME 1-2 PIEZOMETER TR <br /> —8 — ELEVATION CONTOUR IN FEET • POWER POLE•EXISTING ( ) BB71.37 9801.316 191516.11] SHEET <br /> 1836205.&9B SHEET TITLE <br /> ABOVE MEAN SEA LEVEL <br /> BURIED PIPE,ALIGNMENT UNKNOWN 1. 2018 PHASE I BUTTRESS FILL-66,W CV GENERAL NOTES' <br /> 5 ' CROSS SECTION LOCATION A.REFERS TO THE 2. 2019 PHASE I BUTTRESS FILL-80,500CV 5 BUTTRESS PLAN <br /> 1. EXISTING TOPOGRAPHY IS PROVIDED BY HENDERSON(OCTOBER 2015 <br /> LOCATION WHERE THE SECTION WAS CRO55 PHASE II <br /> SECTION DESIGNATION THE ES 2,REFERS TO THE SHEET AND NOVEMBER 2020) <br /> � A 2020 PHASE II BUTTRESS FlLL-50.]50 CV OVERALL SITE PLAN <br /> 2 NUMBER WHERE THE SECTION IS LOCATED. 3. AS-BUILT <br /> FF 2. DATUM:LOCAL MINE COORDINATE SYSTEM <br /> �. 2020 PHASE II GMVElSAND BUTTRESS FLL-1.130 CV <br /> 3. AS-BUILTTOPOGRAPHYPROVIDEDBV HENDERSON IDECEMBER.1 FEBRUARY 2021 <br /> 5. TOTAL PHASE I&11 BUTTRESS FILL-201.690 CV <br /> A B C D E F SHEET 02 OF 07 <br />