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RCK # 27 INTERSECTION 1 900 Ww% ACCESS HAULROAD COAL STOCKPILE INTERSECTION 1614(y) 1850 0100 I1W 2,00 3 +W 4+W S +W 6+(X) 7 +00 8 +W 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17+00 18 +00 19 +00 20 +00 ZI +00 22 +00 23 +00 24 +W 25 +00 26+00 27 +00 28+00 29+00 30 +00 31 +00 32 +00 33 +W 34 +00 35 +00 36 +00 37 +00 38 +00 39 +W 40 +00 41 +00 42 +00 43 +00 44 +00 45 +00 46 +00 47 +00 48 +00 49 +00 50100 51 +00 52 +00 53 +W TIPPLE (HAULKOAD B -1) SCORIA STORAGE INTERSECTION AREA COAL STOCKPILE (ACCESS /HAULKOAD) INTERSECTION 1900 6850 0100 COAL YARD INTERSECTION 6950 6850 6J00 G4550 1900 T: W: 0 +00 1 +00 2 +00 3 +W 4100 5+00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +W 17+00 18 +00 19+00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 HAULROAD B- KR CROSSING (HAULKOAD C) INTERSECTION 1900 HAULROAD A uwrt. 64K4 RR CRO55ING (HAULROAD B -2) I+W 2 +W 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 1 +W 12 +00 13 r00 14 +00 HAULROAD B -2 15 +00 16 +00 HAULROAD A �T 8 +00 5950 INTERSECTION 11 +00 HAULROAD C INTERSECTION 16 +00 17 +00 18 +00 19 +00 20 +00 5900 22 +00 23+00 - - 2657. 6000 25 +W -Y 0.03X 2•�X — 28 +00 29 +00 30 +00 2. 6900 9 7. 1 ,� X 6900 25a7 — 307% 7 X 123X i76X REFUSE 4 4850 _ 403Y L06X 174X 060% eas+ G850 6850 OIW 1100 2+00 3+00 4+00 5+(XJ 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +W 141W 15 +W I6 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23+00 24 +00 25 +00 26 +W 27+00 0 +00 1 +00 2 +00 3+00 4+00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 TIPPLE (HAULKOAD A) REFUSE HAULROAD INTERSECTION INTERSECTION X950 I 6950 COAL STOCKPILE (ACCESS /HAULKOAD) INTERSECTION 1900 6850 0100 COAL YARD INTERSECTION 6950 6850 6J00 G4550 1900 T: W: 0 +00 1 +00 2 +00 3 +W 4100 5+00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +W 17+00 18 +00 19+00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 HAULROAD B- KR CROSSING (HAULKOAD C) INTERSECTION 1900 REFUSE AREA INTERSECTION 6950 �A 69W 0 +00 1 +00 uwrt. 64K4 630% 6850 I+W 2 +W 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 1 +W 12 +00 13 r00 14 +00 HAULROAD B -2 15 +00 16 +00 17 +00 18 +00 19 +00 _ 20, 21100 2, ^100 23 +00 24 +00 25 +00 26 +00 27 +00 REFUSE AREA INTERSECTION 6950 �A 69W 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 121W 13100 14+00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23+00 24 +00 25 +W 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 REFUSE HAULROAD TYPICAL ROAD CROSS- SECTIONS I F_ 20' TO 40' RUNNING 5URPACE ROAD 5URFACING 4 " -8" COMPACTED GRAVEL OR ASPHALT PAVEMENT ROAD BASE 1 2 " -1 G" COMPACTED SUITABLE ROAD BASE MATERIAL CUT SECTION 1.0 2.0 NOTE: ROAD DESIGN AND CONSTRUCTION CERTIFICATIONS FOR THE HAULROAD5 SHOWN ON THI5 MAP ARE PROVIDED IN EXHIBIT 25 OF THE PAP. TRUCK TURN - AROUND HAULROAD B- 2 INTERSECTION 'I'l 9900 c;tSSU 0'�% 9.6g� 1850 c;FLJO 6800 0100 1100 2 -00 31W sY HAULROAD B -2 v DRIVEWAY 404h mpi HAULKOAD C BATCH WEIGH FACILITY INTERSECTION INTERSECTION 6900 6900 1% 777. 0.56% 0.80% 6850 6850 Y 1.0 2.0 0100 1 +W 2 +00 3 +00 4 +00 5 +00 BATCH WEIGH HAULROAD 20' TO 40' RUNNING 5URPACE ROAD SURFACING 4 " -8" COMPACTED GRAVEL OR ASPHALT PAVEMENT _FROAD BASE 12'- 1 G' COMPACTED I 1 SUITABLE ROAD BASE MATERIAL I, MICHAEL 10P I 1G)1oj/ A REGISTERED PROFE55IONAL ENGINEER IN THE A PEA50DY ENERGY COMPANY REVISED STATE Ofg j1 F a HEREBY CERTIFY THAT THE ROAD SURVEY INFORMATION . sY PRE5ENT�J9 `YQ THE BEST OF MY KNOWLEDGE AND BELIEF. v 404h mpi = 3z 4 N N MICHA L DATE cT ° o .XcL �P. E.No24 1.01 2.0 FILL SECTION MAP # 30 PATH : MAP 30 ROAD PROFILES.DWG -MLI(, `it IY A PEA50DY ENERGY COMPANY REVISED TWENTYM I LE COAL CO. DATE sY FOIDEL CREEK MINE ROAD PROFI LES AND CROSS - SECTIONS ROUTT COUNTY, COLORADO 29515 ROUTT COUNTY ROAD M 27. OAK CREEK. COLORADO 80467 DRAWN BY KEC SCALE N.T.S. PATH : MAP 30 ROAD PROFILES.DWG -MLI(, `it IY