9mm (36in.) dia. 16 9 4 13 13 9mm (36in.) dia. 6mm (24in.) dia. 36 9mm (36in.) dia. ort To M- 7 12 S21N5W S2N5W 6mm (24in.) dia. 76mm (3in.) dia. 6mm (24in.) dia. 9mm (36in.) dia. 76mm (3in.) dia. 35 12 13 6mm (24in.) dia. 6mm (24in.) dia. M- 8 33D 14 11 9mm (36in.) dia. 13-FSA Site 12 15 16 5 8 17 17 9mm (36in.) dia. 6mm (24in.) dia. 9mm (36in.) dia. 9mm (36in.) dia. 8 M- 9 1 316T Culvert Crossing 18 9 FSA-4 Jungjuk Road 34 ine 8 M- 1 7 6 7 M To 11 312T 1 7 8 6 Road Mileost roosed Jungjuk Road roject Disturbance Limit Culvert AT: C:\Users\aradel\Drobox\Donlin\18122_1_Maing_44_Suort\Revision_A\TA_3XXC_Road_MB_ABR_215812.mxd 1 Contour 1 Contour Cross Section owerline (- Figure Detail Reference 472 Business ark Blvd., Suite G-25 Anchorage, Alaska 9953 ACAD-Donlin Jungjuk Alignment and toes.dxf (Recon); Donlin_Jungjuk_MaterialSites_Rev3_1522 (Recon) 5 1, 1 inch = 1, feet 8/12/215 LAN VIEW ENGINEERING MA TA-33C OA-1995-12
14 532 53225 15 TO MINE SITE 12 FUEL STORAGE SITE LIMITS B-B 33D 13 EXISTING SURFACE EXCAVATION LIMITS A-A 33D 3% 685575 124 126 136 134 132 13 128 685575 JUNGJUK ROAD ALIGNMENT (MILE 2.3) TO JUNGJUK ORT 13 14 A A-A CROSS-SECTION A-A 33D ORIZONTAL SCALE 1 = 2 VERTICAL SCALE 1 = 4 A 12 SITE LIMITS 532 53225 1 2 Ft EXISTING SURFACE MATERIAL SITE 12 LAN VIEW SCALE 1 = 2 3% % 5% EXCAVATION LIMITS B B-B CROSS-SECTION B-B 33D ORIZONTAL SCALE 1 = 2 VERTICAL SCALE 1 = 4 B Existing 1 Contours Cut Area 55 Existing 5 Contours roosed 1 Contours roosed Drainage Direction Overburden And Growth Media Stockile 55 roosed 2 Contours Temorary Fuel Storage AT: C:\Users\mlengiewicz\Drobox\Donlin\18122_1_maing_44_suort\revision_a\TA_Material_sites_ML_215811.dwg Donlin_Jungjuk_MaterialSites_Rev3_1522.dwg (RECON) FEB 215 472 Business ark Blvd., Suite G-25 Anchorage, Alaska 9953 AS SOWN 8/11/215 MATERIAL SITE 12 LAYOUT AND SECTIONS TA-33D OA-1995-12
S2N51W S21N5W 27 34 S21N5W S2N5W 26 35 1 6 5 South Getmuna Creek 7 14-FSA Site 1 8 State-Owned. Tentatively Aroved (TA) or atented Land M- 1 North Getmuna Creek South Getmuna Creek 8 To ort 6 M- 12 7 5 8 22 23 11 1 9 North Fork Getmuna Creek Floodway No.2 Culvert, 15mm (6in.) dia. North Fork Getmuna Creek Floodway No.1 Culvert, 9mm (36in.) dia. 9-FSA ( at Mileost 11.2) - North Getmuna South Fork Getmuna Creek Floodway No.1 Culvert, 9mm (36in.) dia. South Fork Getmuna Creek Floodway No.2 Culvert, 15mm (6in.) dia. M- 11 7-FSA ( at Mileost 9.8) - Getmuna Tributary 6 7 8-FSA Lower Jungjuk- Donlin Road ( at Mileost 1.2) - South Getmuna S2N5W S2N51W 5 General Grant Selection 6 8 To Mine 7 8 Land Status Road Mileost Mosaic Uland AT: C:\Users\aradel\Drobox\Donlin\18122_1_Maing_44_Suort\Revision_A\TA_3XXA_Road_MB_ABR_215812.mxd Waters Wetlands owerline roject Disturbance Limit Culvert 1 Contour 1 Contour roosed Jungjuk Road ACAD-Donlin Jungjuk Alignment and toes.dxf (Recon) 5 1, 472 Business ark Blvd., Suite G-25 Anchorage, Alaska 9953 1 inch = 1, feet 8/12/215 LAN VIEW WETLANDS MA TA-34A OA-1995-12
27 22 23 34 S21N5W S21N5W S2N51W S2N5W 26 35 1 6 5 7 8 Creek Getmuna 34D 14-FSA Site 1 M- 1 8 5 To ort 9-FSA ( at Mileost 11.2) - North Getmuna 11 1 North Fork Getmuna Creek Floodway No.2 Culvert, 15mm (6in.) dia. 9 314T 316T M- 12 North Fork Getmuna Creek Floodway No.1 Culvert, 9mm (36in.) dia. 5 Culvert Crossing South Fork Getmuna Creek Floodway No.2 Culvert, 15mm (6in.) dia. 8-FSA Lower Jungjuk- Donlin Road ( at Mileost 1.2) - South Getmuna South Fork Getmuna Creek Floodway No.1 Culvert, 9mm (36in.) dia. 314T M- 11 314T 312T FSA-4 Jungjuk Road 7-FSA ( at Mileost 9.8) - Getmuna Tributary 6 7 8 6 8 7 6 To Mine 7 8 Road Mileost roosed Jungjuk Road roject Disturbance Limit Culvert AT: C:\Users\aradel\Drobox\Donlin\18122_1_Maing_44_Suort\Revision_A\TA_3XXB_Road_MB_ABR_215812.mxd 1 Contour 1 Contour Cross Section owerline ( - Figure Detail Reference ACAD-Donlin Jungjuk Alignment and toes.dxf (Recon); Donlin_Jungjuk_MaterialSites_Rev3_1522 (Recon) 5 1, 472 Business ark Blvd., Suite G-25 Anchorage, Alaska 9953 1 inch = 1, feet 8/12/215 LAN VIEW ENGINEERING MA TA-34B OA-1995-12
5 35 26 S21N5W S2N5W 8 7 23 Getmu na Creek 14-FSA Site 1 34D M- 1 8 M- 12 34 M- 11 314T 314T 7-FSA ( at Mileost 9.8) Getmuna Tributary Road Mileost roosed Jungjuk Road roject Disturbance Limit Culvert AT: C:\Users\aradel\Drobox\Donlin\18122_1_Maing_44_Suort\Revision_A\TA_3XXC_Road_MB_ABR_215812.mxd 1 Contour 1 Contour 7 ine To M 8 7 8 6 7 6 8 9 5 1 11 6 1 8-FSA Lower Jungjuk- Donlin Road ( at Mileost 1.2) South Getmuna FSA-4 Jungjuk Road S21N5W S2N51W Culvert Crossing 27 316T South Fork Getmuna Creek Floodway No.1 Culvert, 9mm (36in.) dia. South Fork Getmuna Creek Floodway No.2 Culvert, 15mm (6in.) dia. North Fork Getmuna Creek Floodway No.1 Culvert, 9mm (36in.) dia. 314T 312T 22 North Fork Getmuna Creek Floodway No.2 Culvert, 15mm (6in.) dia. 9-FSA ( at Mileost 11.2) North Getmuna rt 6 5 To o Cross Section owerline (- Figure Detail Reference 472 Business ark Blvd., Suite G-25 Anchorage, Alaska 9953 ACAD-Donlin Jungjuk Alignment and toes.dxf (Recon); Donlin_Jungjuk_MaterialSites_Rev3_1522 (Recon) 5 1, 1 inch = 1, feet 8/12/215 LAN VIEW ENGINEERING MA TA-34C OA-1995-12
531 44 46 45 47 46 EE CR NA RT 46 47 NO 46 TO MINE SITE EXISTING SURFACE TM U 46 49 GE 6862 45 48 K 6862 SITE LIMITS EXCAVATION LIMITS 47 47 A A-A 34D B-B CROSS-SECTION A-A A ORIZONTAL SCALE 1 = 5 VERTICAL SCALE 1 = 1 47 34D 5 48 48 51 FUEL STORAGE 6861 6861 54 49 EXCAVATION LIMITS 459 SITE LIMITS B 53 EXISTING SURFACE 52 JUNGJUK ROAD ALIGNMENT (MILE 16.3) B-B 34D CROSS-SECTION B-B B ORIZONTAL SCALE 1 = 5 VERTICAL SCALE 1 = 1 EK RE AC RT O 5 UN GE UT 5521 52 SO JU N TM GJ UK 5 51 TO 49 551 51 A-A 51 34D 52 52 MATERIAL SITE 1 LAN VIEW SCALE 1 = 8 4 8 Ft 531 Existing 1 Contours 55 55 Cut Area Existing 5 Contours roosed Drainage Direction roosed 1 Contours Overburden And Growth Media Stockile roosed 2 Contours Temorary Fuel Storage AT: C:\Users\mlengiewicz\Drobox\Donlin\18122_1_maing_44_suort\revision_a\TA_Material_sites_ML_215811.dwg 472 Business ark Blvd., Suite G-25 Anchorage, Alaska 9953 Donlin_Jungjuk_MaterialSites_Rev3_1522.dwg (RECON) FEB 215 AS SOWN MATERIAL SITE 1 LAYOUT AND SECTIONS 8/11/215 TA-34D OA-1995-12
11 or t 1 22 27 To 15 9 9 1 5 re Ge tm un ac 7 No rth M- 14 6 9mm (36in.) dia. 9mm (36in.) dia. M- 15 To Mine 21 11 6 7 6 8 9 16 State-Owned. Tentatively Aroved (TA) or atented Land 1 9 16-FSA Site 8 - Access Road 28 9mm (36in.) dia. Kuskokwim Cor (Surface) and Calista Cor (Subsurface) atented or IC Land [12(a)] 9 M- 13 9mm (36in.) dia. Two Bull Creek Culvert, 12mm (48in.) dia. 12mm (48in.) dia. ek 6 8 15-FSA Site 9 8 General Grant Selection 7 No rth G etm un ac re ek 8 17 2 8 9 29 7 17-FSA Site 8 8 Land Status Road Mileost Mosaic Waters Uland Wetlands owerline roject Disturbance Limit Culvert AT: C:\Users\aradel\Drobox\Donlin\18122_1_Maing_44_Suort\Revision_A\TA_3XXA_Road_MB_ABR_215812.mxd 1 Contour roosed Jungjuk Road 1 Contour 472 Business ark Blvd., Suite G-25 Anchorage, Alaska 9953 ACAD-Donlin Jungjuk Alignment and toes.dxf (Recon) 5 1, 1 inch = 1, feet 8/12/215 LAN VIEW WETLANDS MA TA-35A OA-1995-12
8 29 17 2 9 16 21 28 1 22 27 15 11 9 1 9 To ort Culvert Crossing 316T 8 9 15-FSA Site 9 35D 9mm (36in.) dia. M- 13 5 6 7 12mm (48in.) dia. M- 14 Two Bull Creek Culvert, 12mm (48in.) dia. 6 M- 15 9mm (36in.) dia. 9mm (36in.) dia. To Mine 9mm (36in.) dia. 316T 312T Culvert Crossing FSA-4 Jungjuk Road 11 9 8 16-FSA Site 8 - Access Road 312T 1 9 8 7 6 6 7 8 17-FSA Site 8 35D 9 7 8 Road Mileost roosed Jungjuk Road roject Disturbance Limit Culvert AT: C:\Users\aradel\Drobox\Donlin\18122_1_Maing_44_Suort\Revision_A\TA_3XXB_Road_MB_ABR_215812.mxd 1 Contour 1 Contour Cross Section owerline ( - Figure Detail Reference ACAD-Donlin Jungjuk Alignment and toes.dxf (Recon); Donlin_Jungjuk_MaterialSites_Rev3_1522 (Recon) 5 1, 472 Business ark Blvd., Suite G-25 Anchorage, Alaska 9953 1 inch = 1, feet 8/12/215 LAN VIEW ENGINEERING MA TA-35B OA-1995-12