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a A B C E F- / 3N 3A - 2N \� / 2 3 ALcom a TWO 9-INCH-THICK LIFTS OF ASTM C33 SEEPWATER COLLECTION CHANNEL � -�" ��- .i' 62003.Quebec Street a - i FILTER SAND(LIGHTLY COMPACTED) I Greenwood-20 CO 80111 PLACED ON EXISTING GRADE PRIOR 303694277770(phone) O 1 TO BUTTRESS CONSTRUCTION DRAIN / 1 3o3se4-3ea5(rax) LL 2018 FOUNDATION o ,' ' DRAIN EXTENSION I � l� \ HORIZONTAL N 2018 BURIED HDPE ( � CULVERT EXTENSION,t _ CLIMAX MOLYBDENUM 0 300 SEEPWATER COLLECTION CHANNEL _ / 1 ' EXISTING BURIED HDPE �- - /i SCALE IN FEET COMPANY, ® CULVERT I _ HENDERSON MILL NEAR PARSHALL, CO FOUNDATION DRAIN.FURTHER i EVALUATION OF EXTENSION IS - ��2018 12"DRAINAGEa ® NEEDED DURING THE NEXT PIPE EXTENSION I YEAR CONSTRUCTION. TWO 9-INCH FILTER SAND(LIGHTLY C-THICK LIFTS OOMPACTED) _.—_ �� _ ' �I PLACED ON EXISTING GRADE PRIOR �/ _ I _ L a? 19v / ' \ti 2018 12"DRAINAGE PIPE EXTENSION SOUTH BUTTRESS m i TO BUTTRESS CONSTRUCTION 2 NORTH BUTTRESS g OF-3 I + — — _ - F 2N� _ F 2 � �,I HENDERSON TTRESS �, -- 2018 AS BUILT DAYLIGHT -. 2018AS-BUILT I - I i ` DAYLIGHT REVA DRMS COMMENTS _ - G3 _ INC-18-134 Q C' — EXISTING BURIED HORIZONTAL -- — C'-2N C' APRIL 2020 / \ _ I ABANDONEDINPLACEOUTAND . - __ - BURIED PIPE R o \ ® BURIED PIPE—"""' IPE ---- --• - I � �� i. � `CULVERT COLLECTION BOX / CULVERT 2019 AS-BUILT DAYLIGHT _ I COLLECTION Box �\��\ f _ - �p0 EG/sl R GH-2 � ��:•'ME rF•F9 3 + I 3 SOUTH AREA GH4 O H-4 NORTH A ��: •,� S ONA1 E�� 2 TWO 9-INCH-THICK LIFTS OF ASTM C33 H-3A H-3 ��- H-2NB NARROWS -2 H-2A I C 18-H2 O H-3B 0 ISSUED FOR BIDDING FILTER SAND(LIGHTLY COMPACTED) O AREA WEST(STEPBACK)BUTTRESS PLACED ON EXISTING GRADE PRIOR TO BUTTRESS CONSTRUCTION I N - _ ISSUED FOR CONSTRUCTION 6/01/2018 3 _ - EXISTING TOE - —— 5 1-4 DRAIN(BURIED) - ��` V. 1 _ REVISIONS T 1— _ I-2 DESCRIPTION DATE — AS-BUILT 11J762018 1 I3 _ 2N 4 + 4 AS-BUILT 10/25/2019 E I I REV.I ORMS COMMENTS 04113/2020 LEGEND ABBREVIATIONS COMBINED FILTER AND TAILINGS FILL PLACEMENT VOLUME gl HDPE HIGH DENSITY POLY ETHYLENE PHASE I INSTRUMENTATION AECOM PROJECT NO: 60605719 o - EXISTING GROUND FILTER-AS-BUILT EL OR ELEV ELEVATION INSTRUMENT SURFACE GRADE NORTHING EASTING 1. 2018 BUTTRESS FILL-66,440 CY DRAWN BY: AWF N NORTHING OR NORTH E-2(PIEZOMETER) 8,780.23 192,050.20 1,836,811.00 DESIGNED BY: PAS — — — ORIGINAL GROUND(1974) O PIEZOMETER-EXISTING GH-2N(PIEZOMETER) 8,825.77 191,951--- 1,836,202.00 2. 2019 BUTTRESS FILL-80,500 CY CHECKED BY: LY DATE CREATED: 1025118 — — — EXISTING PIEZOMETER-2019 AS BUILT GHQ(PIEZOMETER) 8,826.61 192,706.81 1,835,668.32 3. TOTAL BUTTRESS FILL-146,940 CY PLOT DATE 12rz02018 s ROAD J H-2NB(PIEZOMETER) 8,841.68 192,235.63 1,835,848.44 SCALE AS SHOWN _ - INCLINOMETER-EXISTING EXISTING TOPOGRAPHY H-4(PIEZOMETER) 8,836.94 192,640.19 1,835,634.00 ACAD VER 2013 —8300-- ELEVATION CONTOUR IN FEET INCLINOMETER-2019AS-BUILT INC-1 8-H2(INCLINOMETER)ABOVE MEAN SEA LEVEL 8,841.93 191,709.90 1,836,290.00 SHEET TITLE ? — BURIED PIPE,ALIGNMENT UNKNOWN ® POWER POLE-EXISTING INC-1 8-G4(INCLINOMETER) 8,825.17 193,034.60 1,835,842.00 En 5 CROSS SECTION LOCATION A,REFERS TO THE 5 BUTTRESS PLAN U jilill LOCATION WHERE THE SECTION WAS CUT.CROSS GENERAL NOTES: PHASE SECTION DESIGNATION 2,REFERS TO THE SHEET 1. EXISTING TOPOGRAPHY IS PROVIDED BY HENDERSON a 2 NUMBER WHERE THE SECTION IS LOCATED. (OCTOBER2015) OVERALL SITE PLAN \ 2. DATUM:LOCAL MINE COORDINATE SYSTEM REV.1 D R M S COMMENTS DETAIL LOCATION 1 REFERS TO THE DETAIL 3 DESIGNATION.3 REFERS TO THE DRAWING 3. AS-BUILT TOPOGRAPHY IS PROVIDED BY HENDERSON APRIL 2020 NUMBER WHERE THE DETAIL IS SHOWN OR (NOVEMBER 2018) WHERE THE DETAIL IS INDICATED. A I B C D E F SHEET 2 OF 7