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A B C / E <br /> S 3N 3A 2N <br /> MIA <br /> com <br /> I <br /> 3 <br /> \ TWO 9-INCH-THICK LIFTS OF ASTM C33 SEEPWATER COLLECTION CHANNEL 6200 <br /> a FILTER SAND LIGHTLY COMPACTED s Grillage,street <br /> ( ) T _� -- ��/i /'�� �i �� creenwooa Village,co e0111 <br /> 0 <br /> of PLACED ON EXISTING GRADE PRIOR A, I � � ao33.694 7o(phone) <br /> 0 1 \ ( TO BUTTRESS CONSTRUCTION ® 1 363�saa I I <br /> HORIZONTAL DRAIN <br /> 2018 FOUNDATION � <br /> sas rax <br /> - - = " <br /> DRAIN EXTENSION N <br /> 2018 BURIED HDPE \ _... -. I ��._ � i� -- - �-! .� _, _.. -- <br /> \ \\t \ I I CULVERT EXTENS _ _ CLIMAX NU <br /> ION <br /> -100 200 300 <br /> � — - C AX MOLYBDENUM <br /> SEEPWATER COLLECTION CHANNEL I EXISTING BURIED HDPE -- - ® SCALE IN FEET COMPANY, <br /> - <br /> ® T CULVERT -- _ HENDERSON MILL <br /> NEAR PARSHALL, CO <br /> \ I - FOUNDATION DRAIN.FURTHER <br /> EVALUATION OF EXTENSION IS-, - -- <br /> \ 2018 12"DRAINAGE I�� - _. _-_ ® NEEDED DURING THE NEXT - - <br /> PIPE EXTENSION - -� YEAR CONSTRUCTION. <br /> TWO 9-INCH-THICK LIFTS OF ASTM C33 <br /> E-2---' -- 2018 12"DRAINAGE <br /> FILTER SAND(LIGHTLY COMPACTED) - PIPE I <br /> PLACED ON EXISTING GRADE PRIOR I + - - _ _ SOUTH BUTTRESS N V �/ N <br /> EXTENS O <br /> 2 TO BUTTRESS CONSTRUCTION �- \ NORTH BUTTRESS ..._-. ---_. _-..- ___._ �,\ - 2 <br /> ® F-2N I F-2 1 HENDERSON <br /> ----,_ 2018 AS-BUILT DAYLIGHT f - <br /> 2018 AS-BUILT l -- I - - -- (--— — _-- r3 DAM BUTTRESS <br /> �\ DAYLIGHT _ \ —1 _ - 1 _ - REV.1 DRMS COMMENTS <br /> C'INC-18-G4 -Q 4 EXISTING BURIED HORIZONTAL �G 3 C 2N C' APRIL 2020 <br /> DRAIN FILLED WITH GROUT AND <br /> I ABANDONED IN PLACE -" BURIED PIPE <br /> BURIEDPIPE <br /> CULVERT <br /> CULVERT) \��\ I I I _ �.,,,..... .. _... COLLECTION BOX - -. <br /> 2019 AS-BUILT DAYLIGHT - <br /> 1 J COLLECTION BOX \ > / - <br /> 3 � <br /> SOUTH AREA <br /> GH-4 <br /> Q ."— GH-2N �, .. <br /> I H-4 1 NORTH A <br /> II <br /> \TWO9-INCH-THICK LIFTS OF ASTM H-3A H-3 \�- NARROWS -2 I H-2A� I C-18-H2 <br /> FILTER SAND(LIGHTLY COMPACTED) I Q H-3B H-2NB Q I AREA �, I—E BY <br /> PLACED ON EXISTING GRADE PRIOR _ / -- c <br /> TO BUTTRESS CONSTRUCTION WEST(STEPBACK)BUTTRESS -" ISSUED FOR BIDDING <br /> - _ <br /> k ISSUED FOR CONSTRUCTION 6/012018 <br /> EXISTING TOE _ -.� - <br /> �o 14 _ _DRAIN(BURIED) - -- — � v <br /> 0 - <br /> - - - <br /> � „_ ..- i -- _—. _------ — _ _.. _\" ._.- �— � - _ NO DESCRIPTIONSIONS DATE <br /> i Q12 <br /> w AS <br /> -- -' _ -... :. - I-2N -BUILT 1V162018 <br /> I3 \ <br /> m4 -..- 7777777777v_ _. 4 10 AS-BUILT 10252019 <br /> E I f <br /> REV"1 DRMS COMMENTS 04113202 <br /> v\ <br /> LEGEND ABBREVIATIONS PHASEIINSTRUMENTATION COMBINED FILTER AND TAILINGS FILL PLACEMENT VOLUME <br /> HDPE HIGH DENSITY POLY ETHYLENE AECOM PROJECT NO: 60605719 <br /> ------ EXISTING GROUND FILTER-AS-BUILT EL OR ELEV ELEVATION INSTRUMENT SURFACE GRADE NORTHING EASTING 1. 2018 BUTTRESS FILL-66,440 CY DRAWN BY: AWF <br /> N NORTHING OR NORTH E-2(PIEZOMETER) 8,780.23 192,050.20 1,836,811.00 DESIGNED BY: PAS <br /> m — — — ORIGINAL GROUND(1974) Q PIEZOMETER-EXISTING GH-2N(PIEZOMETER) <br /> 8,825.77 191,951.50 1,836,202.00 2. 2019 BUTTRESS FILL-80,500 CY CHECKED BY: LY <br /> m DATE CREATED: 1025118 <br /> — — — EXISTING PIEZOMETER-2019 AS-BUILT GH-4(PIEZOMETER) 8,826.61 192,706.81 1,835,668.32 3. TOTAL BUTTRESS FILL-146,940 CY PLOT DATE: 12202018 <br /> 3 ROAD H-2NB(PIEZOMETER) 8,841.68 192,235.63 1,835,848.44 SCALE: ASSHOWN <br /> INCLINOMETER-EXISTING <br /> EXISTING TOPOGRAPHY H4(PIEZOMETER) 8,836.94 192,640.19 1,835,634.00 ACAD VER: 2013 <br /> —8300— ELEVATION CONTOUR IN FEET INCLINOMETER-2019 AS-BUILT INC-18-H2(INCLINOMETER) 8,841.93 191,709.90 1,836,290.00 SHEET TITLE <br /> ABOVE MEAN SEA LEVEL <br /> —?— BURIED PIPE,ALIGNMENT UNKNOWN ® POWER POLE-EXISTING <br /> INC-18-G4(INCLINOMETER) 8,825.17 193,034.60 1,835,842.00 <br /> 5 CROSS SECTION LOCATION A,REFERS TO THE e BUTTRESS PLAN <br /> LOCATION WHERE THE SECTION WAS CUT.CROSS GENERAL NOTES: PHASE <br /> SECTION DESIGNATION 2,REFERS TO THE SHEET 1. EXISTING TOPOGRAPHY IS PROVIDED BY HENDERSON OVERALL SITE PLAN <br /> a 2 NUMBER WHERE THE SECTION IS LOCATED. (OCTOBER 2015) <br /> 3 DETAIL LOCATION 1 REFERS TO THE DETAIL 2. DATUM:LOCAL MINE COORDINATE SYSTEM REV.1 DRMS COMMENTS� e DESIGNATION.3 REFERS TO THE DRAWING 3. AS-BUILT TOPOGRAPHY IS PROVIDED BY HENDERSON <br /> NUMBER WHERE THE DETAIL IS SHOWN OR (NOVEMBER 2018) A P R I L 2020 <br /> WHERE THE DETAIL IS INDICATED. <br /> A I B C D E F SHEET 2 OF 7 <br />