PLAN VIEW ACCESS ROAD ENGINEERING MAP
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1 9mm (36in.) dia mm (36in.) dia. 6mm (24in.) dia. 36 9mm (36in.) dia. ort To M S21N5W S2N5W 6mm (24in.) dia. 76mm (3in.) dia. 6mm (24in.) dia. 9mm (36in.) dia. 76mm (3in.) dia mm (24in.) dia. 6mm (24in.) dia. M- 8 33D mm (36in.) dia. 13-FSA Site mm (36in.) dia. 6mm (24in.) dia. 9mm (36in.) dia. 9mm (36in.) dia. 8 M T Culvert Crossing 18 9 FSA-4 Jungjuk Road 34 ine 8 M M To T 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_ 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
2 TO MINE SITE 12 FUEL STORAGE SITE LIMITS B-B 33D 13 EXISTING SURFACE EXCAVATION LIMITS A-A 33D 3% JUNGJUK ROAD ALIGNMENT (MILE 2.3) TO JUNGJUK ORT A A-A CROSS-SECTION A-A 33D ORIZONTAL SCALE 1 = 2 VERTICAL SCALE 1 = 4 A 12 SITE LIMITS 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_ dwg Donlin_Jungjuk_MaterialSites_Rev3_1522.dwg (RECON) FEB Business ark Blvd., Suite G-25 Anchorage, Alaska 9953 AS SOWN 8/11/215 MATERIAL SITE 12 LAYOUT AND SECTIONS TA-33D OA
3 S2N51W S21N5W S21N5W S2N5W 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 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 FSA ( at Mileost 9.8) - Getmuna Tributary 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_ 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 inch = 1, feet 8/12/215 LAN VIEW WETLANDS MA TA-34A OA
4 S21N5W S21N5W S2N51W S2N5W Creek Getmuna 34D 14-FSA Site 1 M To ort 9-FSA ( at Mileost 11.2) - North Getmuna 11 1 North Fork Getmuna Creek Floodway No.2 Culvert, 15mm (6in.) dia T 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 T 312T FSA-4 Jungjuk Road 7-FSA ( at Mileost 9.8) - Getmuna Tributary 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_ 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 inch = 1, feet 8/12/215 LAN VIEW ENGINEERING MA TA-34B OA
5 S21N5W S2N5W Getmu na Creek 14-FSA Site 1 34D M- 1 8 M M T 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_ mxd 1 Contour 1 Contour 7 ine To M FSA Lower Jungjuk- Donlin Road ( at Mileost 1.2) South Getmuna FSA-4 Jungjuk Road S21N5W S2N51W Culvert Crossing T 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
6 EE CR NA RT NO 46 TO MINE SITE EXISTING SURFACE TM U GE K 6862 SITE LIMITS EXCAVATION LIMITS A A-A 34D B-B CROSS-SECTION A-A A ORIZONTAL SCALE 1 = 5 VERTICAL SCALE 1 = D FUEL STORAGE 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 SO JU N TM GJ UK 5 51 TO A-A 51 34D MATERIAL SITE 1 LAN VIEW SCALE 1 = Ft 531 Existing 1 Contours 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_ 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
7 11 or t To re Ge tm un ac 7 No rth M mm (36in.) dia. 9mm (36in.) dia. M- 15 To Mine State-Owned. Tentatively Aroved (TA) or atented Land 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 FSA Site 9 8 General Grant Selection 7 No rth G etm un ac re ek 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_ 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
8 To ort Culvert Crossing 316T FSA Site 9 35D 9mm (36in.) dia. M mm (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 FSA Site 8 - Access Road 312T FSA Site 8 35D 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_ 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 inch = 1, feet 8/12/215 LAN VIEW ENGINEERING MA TA-35B OA
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