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ry 0 0 0 0 <br /> pW w w LU w w <br /> m m m m <br /> 6 N N N to <br /> fan <br /> a a c� a a <br /> 0 0 0 0 0 0 <br /> d m d d 6) d EXISTING GROUND <br /> rn rn rn rn rn rn <br /> W W W EXISTING GROUND W W W <br /> 2.0% 40' 0.4/° 29' Top Of Wall(TOW) N 7. 40' 291 <br /> ° 0.6% 0 2.0% 0.4% 0.4% <br /> 2.0./o �- <br /> 2;1 <br /> EXISTING GROUND -0 <br /> % 10' - 25' <br /> / Haul Road A Typical Section EXISTING GROUND Bottom of Wall(BOW) � MSE Wall Typical Section <br /> Typical Sections - Haul Road A & MSE Wall <br /> Scale: 1 " = 10' <br /> 6610 6610 6560 6580 6525 6525 <br /> 6655 u�i 6855 6575 6575 8545 6595 6525 v 6525 <br /> 6600 2 6600 6570 6575 6540 6540 6515 a e 6575 <br /> 6585 `O O `O 6585 65&5 'T fO w 6585 6535 o ro ro m <br /> n n II a '; 6535 6510 <br /> q os q II II p 6510 <br /> 6595 w w w 6585 6565 n y 6560 6535 o 0 6535 6505 w w 'J+ 6555 <br /> ro "' EXISTING GROUN n EXISTING GROUND <br /> 6585 O ¢ 6585 6555 II it it 6555 6525 `O 6525 6555 <br /> OWEL=6577.8 .;0 2.0% w 2.2%O EXISTING GROUND ° it EXISTING GROUN TOWEL=6492.5 28%858<l 6585 6555 w w w 6550 6525 w w w 6525 6495 '�22 495 <br /> 6575 6575 6545 p O O 8545 6515 0 C C 6515 6495 6490 <br /> 6570 6570 6540 TOW EL=6538.13 -au 2o% "� 1.6%w 6540 6510 TOW EL=6507. K� 0.4% 6510 6485 6485 <br /> 656q55 6565 6535 6535 6505 6505. 6480 6485 <br /> 656'00W EL=6558.63 6560 6535 6530 6555 6500 64793OW EL=6472. 6475 <br /> 6555 8555 6525BOWEL=6520.58 6525 6495HOW EL=6483.15 6485 6475 6470 <br /> 6550 6550 6525 6520 6495 6480 6485 6465 <br /> 6545 6545 6515 6515 6485 6485 6460 6460 <br /> 6540 55460 6510 6655 455 10 64W g6480 6455 fi6 <br /> 65% 80 -69 40 -W 0 20 40 60 80 IRR35 '0100 -80 -60 -40 -20 0 20 40 60 80 J 05 "T)00 -80 -60 -40 -20 0 20 40 60 80 iW475 '900 -60 -W -40 -20 0 20 40 60 80 iW�O <br /> 107+00 119+00 129+00 135+00 <br /> MSE Wall Cross Sections <br /> Scale: 1 " = 40' <br /> 7315 7315 6700 N6700 <br /> 7310 M 7310 6695 ^ ^ 6695 <br /> EXISTING GROUND <br /> 7305 0 0 7305 6690 II II II 6690 <br /> 7300 N N ^ 7300 6685 w w w 6685 <br /> 7295 II II 7295 6680 O O O 6685 <br /> w EXISTING GROUND 2.0% "1 0.4% w <br /> 7295 � ¢ ¢ r 7295 6675 _J 6675 <br /> 7285 O 2 00� 3 1% / 7285 6670 6670 <br /> 7280 T 7280 6665 6665 <br /> 7275 7275 6660 6650 <br /> 7270 7270 6655 6655 <br /> 7265 7265 6650 6650 <br /> 7260 7260 6645 6645 <br /> 7255 7255 6640 6640 <br /> 7250 7250 6635 6635 <br /> 7245 777245 6630 6630 <br /> 724goo -80 -60 -40 -20 0 20 40 60 80 700240 662180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 1#25 <br /> 0+00 80+00 <br /> 7255 7255 6675 6675 <br /> 7250 7250 6670 6670 <br /> 7245 7245 6665 6665 <br /> 7245 7245 6665 m c`Oo 6660 <br /> 7235 ^ ^ 7235 6655 6655 <br /> 7235 n n 7235 6655 m `� 6650 <br /> 7225 w LU 'L 7225 6645 w w w 6645 <br /> 7220 j O O O 7220 6640 ?' O' ¢ ¢ 6640 <br /> 7275 1 >O w 2.3% w EXI ING GROUND 7275 6635 1 O O _ EXISTING GROUND 6635 <br /> 2 w 2.0% W 2.0% LL14.1% <br /> 7210 7210 6630 2 6630 <br /> 7205 7205 6625 6625 <br /> 7200 7200 6620 6620 <br /> 7195 7195 6675 6615 <br /> 7190 7190 6610 6610 <br /> 7185 77185 6605 666605 <br /> 718g0o -80 -60 -40 -20 0 20 40 60 80 1W180 66og20 -100 -80 -60 -40 -20 0 20 40 60 80 1W 00 <br /> 10+00 90+00 <br /> 7175 7175 6635 6635 <br /> 7170 7170 6630 0 N 6630 <br /> 7165 v N 7165 6625 0 o No 6625 <br /> 7160 r r 7160 6625 6625 <br /> 7155 7155 6615 0 `D <br /> II II II w w w EXISTING GROUN 6675 <br /> 7150 J J J 7150 6610 y C4 ¢ ¢ 6610 <br /> w w w EXISTING GROUND <br /> 7145 r. V' ¢O O 7140 6605 '1 j Ow 2'0/O LU 0.9% 0 6605 7140 21 �O ;2.0% w 1.0% - <br /> 7135 7135 6595 6595 <br /> 7130 7130 6590 6590 <br /> 7125 7125 6585 6585 <br /> 7120 7120 6580 6580 <br /> 7115 7115 6575 6575 <br /> 7110 7110 6570 6570 <br /> 71055 7105 6565 6565 <br /> 710100 -80 -60 -40 -20 0 20 40 60 80 1d1o0 656920 -100 -80 -60 -40 -20 0 210 40 60 80 1#60 <br /> 20+00 100+00 <br /> 7095 7095 6600 6600 <br /> 7090 7090 6595 ry o 6595 <br /> 7085 0 7085 6590 to h 6590 <br /> 7080 'o ^ u^i 7080 6585 `O 6585 <br /> 0 0 o EXISTING GROUND J J J <br /> 7075 ^ ^ ^ 7075 6580 w w w 6580 <br /> 7070 w w w 7070 6575 1 '�'O ¢ ¢ 6575 <br /> 7065 r. c� ¢O ¢O 7065 6575 Ow EXISTING GROUN 6575 <br /> �• w 2.0% 0.7% Lou <br /> 7060 1 O 2.0% w 1.4% w 7060 6565 6565 <br /> 7055 2• 7055 6560 6560 <br /> 7050 7050 6555 6555 <br /> 7045 7045 6550 6550 <br /> 7040 7040 6545 6545 <br /> 7035 7035 6540 6540 <br /> 7030 7030 6535 6535 <br /> 7025 7025 6530 66530 <br /> 702900 -80 -60 -40 -20 0 20 40 60 80 ld 20 652120 -100 -80 -60 -40 -20 0 2040 60 80 100 25 <br /> 30+00 110+00 <br /> 7025 7025 6570 6570 <br /> 7020 7020 6565 rn w 6) 6565 <br /> 7015 7015 6565 cNo 6560 <br /> v °' 7010 6555 6555 <br /> 7010 N o N 'O m 0EXISTING(GROUND <br /> 7005 m 7005 6555 116550 <br /> 7000 7000 6545 w w LU 6545`O EXISTING GROUN r O ¢ ¢ 6540 <br /> 6995 -I -' II 6995 6545 TOW EL=6535.52 .N j O O O <br /> w w w w 20% w 0.5% 4 <br /> 6995 yC7 ¢ 6995 6535 ------ 6535 <br /> 6985 2.0% T 4.�/O 6985 6530 6530 <br /> 6980 - 6980 6525 - 6525 <br /> 6975 6975 6525 6520 <br /> 6970 6970 651pow -6519.93 6515 <br /> 6965 6965 6510 6510 <br /> 6960 6960 6505 6505 <br /> 6955 6955 6500 f6500 <br /> 695pp -20 0 20 40 60 80 1 f950 64%o -80 -60 -40 -20 0 20 410 60 80 1[XJ 95 <br /> -100 -80 -60 -40 <br /> 40+00 120+00 <br /> 6935 6935 6545 6545 <br /> 6930 ^ d, 6930 6540 6540 <br /> 6925 0 6925 6535 0 6535 <br /> 6920 rn 6920 6530 6530 <br /> 6915 `O `O �O EXISTING GROUND 6915 65256525 <br /> IZk <br /> 6910 w w w 6910 6520 6520 <br /> 6955 p ¢O o O 6905 6515 y ¢ ¢ EXISTING GROUND 6575 <br /> 6955 •1 w 2.0% "' 2.3k 6900 6510j O O Ow 6575 <br /> w 2A% w 0.8% <br /> 6895 6895 6505 - 6505 <br /> 6895 6890 6500 6500 <br /> 6885 6885 6495 6495 <br /> 6880 6880 6490 6490 <br /> 6875 6875 6485 6485 <br /> 6870 6870 6480 6480 <br /> 6865 F68865 6475 �46475 <br /> 686goo -80 -60 -40 -20 0 20 40 60 80 1pp 60 647go0 -80 -60 -40 -20 0 20 4�0 60 80 1W 70 <br /> 50+00 130+00 <br /> 6860 6860 6515 6515 <br /> 6855 6855 6510 2 6510 <br /> N cti <br /> 6850 ^ ^ 6850 6505 6505 <br /> ^ <br /> N "' �' 6845 6500 a m 6500 <br /> 6840 p u u EXISTING GROUN 6840 6495 6495 <br /> 6835 w w w 6835 6490 Ed <br /> `� `O 6490 <br /> 6830 0 9 ¢ 6830 6485 O w w 6485 <br /> 6825 LU 2.0% Uj 7.1% Ow 6825 6480 =^v,� O ¢O 6480 <br /> 6820 6820 6475 LU1.0% w 6475 <br /> 1 EXISTING GROUND <br /> 6815 2 6815 6470 6470 <br /> 6810 6810 6465 6465 <br /> 6805 6805 6460 6460 <br /> 6800 6800 6455 6455 <br /> 6795 6795 6450 6450 <br /> 6790 6790 6445 66445 <br /> 6785 6785 644900 - -80 -60 -40 -20 0 20 410 60 80 1&440 <br /> 6780 6780 140+00 <br /> 6775 6775 <br /> 6770 6770 <br /> 6765 6765 <br /> 6760 6760 <br /> 6755 6755 <br /> 6750 6750 <br /> 6745 �6745 <br /> 674940 -220 -200 -130 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 10U 40 <br /> 60+00 <br /> 6780 6780 <br /> 6775 6775 <br /> 6775 ^ 0 6770 <br /> 6765 ^ 5765 _. <br /> 6765 m m EXISTING GROUND 6765 <br /> 6755 W W w 6755 <br /> 6750 O ¢ ¢ 6750 <br /> 6745 LU 2.0% 25% Ow 6745 <br /> 6740 6740 <br /> 6735 21 6735 <br /> 6730 6730 <br /> 6725 6725 <br /> 6720 6720 <br /> 6715 6715 <br /> 6710 6710 <br /> 6705 6705 <br /> 6700 6700 <br /> 6795 6795 <br /> 6790 6790 <br /> 6785 6785 <br /> 6780 667780 <br /> 67%0 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 Y00 75 <br /> 70+00 <br /> Haul Road A Cross Sections <br /> Scale. 1 " - 30' TRA19 <br /> Approved 3/20/18 <br /> LEGEND ENGINEERS CERTIFICATION HAUL ROAD A <br /> PAVED HAUL ROAD I, LEE E. SAMPSON, <br /> reviewed <br /> hereby certify that this TYPI CAL & CROSS SECTIONS- <br /> ------- has been reviewed by me and is true <br /> ---__ and correct to the best of my knowledge and -- <br /> - - ORIGINAL GROUND - - information, relying on information supplied �' <br /> ` SCALE: AS SHOWN <br /> by experts employed by Colowyo Coal DATE: 1/31/18 <br /> ANTICIPATED CUT AREAS Company or qualified consultants working <br /> for Colowyo Coal Company,and that I am a ', DRWG.BY.. ToNYiBwc <br /> ANTICIPATED FILL AREAS Professional Engineer licensed in Colorado as COAL APPROVED BY: LES <br /> required by the provisions of C.R.S. IV,F COMPANY <br /> 12-25-101 through C.R.S. 12-25-119. IN `1 PEo �Nv4� DRWG NO. <br /> -._PLE-PRODUC'17 - <br /> WITNESS WHEREOF, I have hereunder set - <br /> my hand and affixed myseal. Colowyo Coal Company MAP 25G <br /> 5731 State Highway 4 Sheet 2 of 2 <br /> Meeker,Coloradoay 13 <br /> "-ol``,`PO uuI bee,','' <br /> i No. REVISION DATE BY ICHK <br /> Gov ••�. J <br /> , o <br /> 47031 t C �? 22, 0 <br /> ��i��F ••��' �� t zedamatlal", <br /> O <br />