|
2.04.9.1
<br /> WESTERN FUELS - COLORADO
<br /> A LIMITED LIABILITY COMPANY
<br /> NEW HORIZON MINE
<br /> P.0 Box 628, NUC1A, CO. 81424
<br /> TL'TTLE DRAY TUTTLE DRA SOIL BASELINE MAP
<br /> NEW HORIZON 2 MINE
<br /> BE
<br /> 6 72'+ 69 72•+
<br /> A 98G SCALE: 1' = 400' DWO. DATE: 5/1/99 REV. NO. 1
<br /> " 98G 98H ,+ CONT. iHERVAL: 5' CONT. DATE REV. DATE 1/31/00
<br /> �/ �� �.+ DRAWN BY: DWG. No.:
<br /> BECA HEGAY 98H 7lU 17' / 8 " IN IRVINE, CPSS, ARCPACS N 2404 2049ntr.drp
<br /> ?7nZnJ.�fl� 98E 98A 98H
<br /> + �_�}�__-�38B 7( "+ 1998 Disturbed Area Map NEW HORIZON MINE BASELINE TOPSOIL DATA
<br /> 9 8 A T 9HFT-
<br /> a+ �1---- 98G 4 .��- Unit Acreage and Soil `salvage MAP UNIT MEAN TOPSOIL SALVAGE THICKNESS (FT)
<br /> _ Volumes Is.. 9.o4.9 811. B.toa.o. IN.emetlam) SYMBOL IMP UNIT NAME IST LIFT 2ND LIFT MIXED LIFT
<br /> 1 5�D7' 5 00" 98C ~ 98H ()BB _ \ �- Volume of Salvage Votum4 of Salvage IE TRAVESSILLA - PINON CHANNERY SANDY LOAM COMPLEX, 3 TO 30 PERCENT SLOPES OA OA 0.8
<br /> 98F 8 98A Map Mnterhl Lift 1 M.'.eNnl Lift 2 IEW TITHIC ALA - PILS, L11AI1NERY CEN➢Y LOAM COMPLEX, 3 TO 30 PERCENT SLOPES 0.0 0.0 OA
<br /> _- 98C 66 37' I ` Unit Acreage (cu.yards) kcu,yards) 20C LITHIC HAPLAZEAR S, I L 6 PERCENT SLOPES 0.0 OA OA
<br /> 98B 20L BOVDISH - LAZER COMPLEX, 3 TO 15 PERCENT SLOPES 0.0 .4 1R
<br /> 98H 30C-A BOVDISH - LAZEAR COMPLEX, 3 TO 15 PERCENT SLOPES 0.8 1.3 0.0
<br /> 98C p 4 " 30C PROGRESSO - BOND COMPLEX, 2 TO IS PERCENT SLOPES 0.8 1.3 OA
<br /> r \8 4 98H 14 6776 14069 3OC-A PROCRESSO - BOND C@, 2 T 2 TO 8 PERCENT SLOPES 0.8 1.2 0.0
<br /> �_- �._. 98C 77 74336 111804 30C-A-1 PROGRESSO SANDY LOAM, E TO 4 PERCENT SLOPES 0.9 2.2 0.0
<br /> NST A H p '\\ { 98D 118 190373 25031 3OC-A-2 PROCRESSO SANDY LOAM, 4 TO 15 PERCENT SLOPES 1.1 2.8 OA
<br /> S T 8 98 t, WeAc l8 G D703 BARX D BARK SANDY
<br /> SCALPED M, l TO,H RX, BURIED PERCENT PE La 315 0.0
<br /> COMPLEX, I TO 4 PERCENT SLOPES 8 3.5 0A
<br /> 507 N 31 4' 98F 77 75288 117638
<br /> 98F 33 73288 117638 808 LITHIC - TYPIC HAPLAOUOLLS, SHALLOW i0 DEEP, t TO 3 PERCENT SLOPES QO OA 2.4
<br /> 5 24' BOVHA - � 12, 98G 15 242M 36300 808-A LITHIC - TYPIC HAPLAOUOLLS, SHALLOW TO DEEP, I TO 3 PERCENT SLOPES lA 2A OA
<br /> _ 6" NST 7 , 90H 17 6856 34M 810 TYPIC HAPLAQUOLLS, DEEP, 1 TO 3 PERCENT SLOPES 0.0 OA 0.0
<br /> - R❑p 98A BEGAY FINE SANDY LOAM, 1 TO 3 PERCENT SLOPES 2.0 4A 0.0
<br /> 4 1 _ --.� � C 1 0 0 989 VALLEYCITY - ROCK OUTCROP COMPLEX, 30 TO 60 PERCENT SLOPES 0.3 LO OA
<br /> 98D 60 1' 98 T 46 , g8C I 98 I NST 10 0 0 99C MONIERC13 FINE SANDY LOAM, 0 TO 10 PERCENT SLOPES Ila LO 0.0
<br /> 1 ' 98D 98D 24 7 L P 2 0 0 98D HOVHAC - BARX CO PLEX, 0 0 TO 3 PERCENT SLOPES 1.1 1.4 OA
<br /> NWIERCO 9' R 3 0 0 98E HRVEY - BAR% COMPLEX, O TO 3 PERCENT SLOPES 1.5 3A 0A
<br /> 58� 1 " _'� - /J 3 19 RO I 0 0 96F NAPLARGIDS - ENHDAOUfPT2 ASSOCIATION,3TO15PE 0 TO 3 PERCENT SLOPES 5 23 0.0
<br /> ���{{{ , 98C I ST 98G BOVDISH - BOVBAC COMPLEX, 3 i0 IS PERCENT SLOPES 1 1.8 0.0
<br /> 'P� 6 8 1 _ tl �,J _ Totals 376 566,92E 970,41E C VAMVEM FINE SANDY LOAN, 10 TO 30 PERCENT SLOPES RECEIVE U lz 1.13
<br /> / C COAL 0.0 OA OA
<br /> �9 B f __- --/ / ( E PTS 4 3 1� , 9 8 D \� NST �D SUITABLE TOPSOIL 0.0 04
<br /> 0 OA 0.0
<br /> 8H l 9, R �7�� �_�_ R ROADS FEB 1 � 2001 0A OA
<br /> 8 H !� a a RO ROCK OUTCROP Out C:J 0.0
<br /> 5 9" 98� 1 " 98F 98E 2�` 98D 2 3 DlvisionolMm rais8Gc°n0Y
<br /> 6 28 NST P 99C ��-
<br /> " � � �F SCALE IN FEET
<br /> 11�J 4 ��34`f 7'
<br /> 98H i 98D 44 2$r `i ,A,,fY ;..�, ��98 "3 78' 400 o eoo
<br /> 35 _36 _ 9 z. R 77 38• 45 )3a �0v 48, 29 a '. 3
<br /> -- JB 4Y9� % t c2" 3 6� 38 26'
<br /> 98F ---- =- --�
<br /> ����
<br /> \ 98D9' 9K1ST I 1 NST T __ -- - - -- -- - -__ _ --- -- - -
<br /> 23 a5� t -
<br /> i
<br /> - _ 3
<br /> 1 �
<br /> I - ) 1 E �l s I�_-� `
<br /> 98E DARVEY6 ��� + P 9 �Y60 98E i 30C1-A -� 16
<br /> -P� I
<br /> •+ g I �P
<br /> 15V 9 6 40' i- I� .> 30C1 A I � �
<br /> "+ 1
<br /> 30C-A
<br /> 1 42' DRVEY _ 30G�A
<br /> 5 V 1 4' 9 - �- iY 1 E ��
<br /> / 3 1E
<br /> A 98E moila A i �J 30C
<br /> 1 ��, 4' 98E 1 1E-A a �) �� 5 / ���
<br /> �98E 1 7 i 1 I M aoa 1� 1E ��
<br /> 98E / �/ 98E 1 E 30 1 ' - � 15 I i
<br /> r 4T-
<br /> 1 3' / �)
<br /> 1 9 l� �0• I 1 E=,4 I � = / aoa
<br /> L - - -�� - -j-` -� - / / 1 �1EW
<br /> � `B- 7 30C B �/
<br /> I / /
<br /> 98E 1 30c-A
<br /> 98E 8 a A -
<br /> 23
<br /> �� b
<br /> 23
<br /> � A
<br /> 30C I � � �4 3OC-A - 1
<br /> 40 I 1EW 1E J
<br /> 808 30 2-A / AL P
<br /> NST P' ( y) 30C-A i x 27
<br /> 1E / ! 1 W
<br /> � I 2 1 �_ `J
<br /> E
<br /> 808 P 30C1 -A 80 �'�1E 1WI , <
<br /> 98E 98E - 2oc j i� 22
<br /> 1 E-A o A
<br /> 808 OS 1 E I 2 2
<br /> 1E 1E 1I� 20C A
<br /> P ------ 3 C<-A
<br /> - - _ OC1 - P E- ! .. � e� � 'tEW80b y 1E
<br /> 1 1
<br /> \ fEW 24
<br /> 808 �_
<br /> OC D70J
<br /> _ E Soil Survey Boundaries by Year
<br /> Proposed Disturbance Boundary, 5S
<br /> 1988 Soil Survey Boundary
<br /> aoa 3
<br /> ------ 1996 Soil Survey Boundary \
<br /> RECIS, 1998 Soil Survey Boundary J /
<br /> 04
<br /> AMENDED PERMIT BOUNDARY 7r70
<br /> •ac 98H SOIL MAP UNIT 65
<br /> 2p335 Revision "
<br /> 1998 S❑IL SAMPLE P❑INT Date Desalptlon 4.
<br /> i 90'• Vim, 7 �-TOTAL DEPTH LIFTS 1 AND 2 1/00 Adequacy Revlew Comments 30066
<br /> FSS�ONA\, AMPLE NUMBER
<br /> DARVEY
<br /> 9 T 26' 1998 LAB SAMPLE P❑INT 810
<br /> I certify that this drawing was prepared by me -'---TOTAL DEPTH LIFTS I AND 2
<br /> or under my supervision and that the AMPLE NUMBER
<br /> information contained herein is --curate to 1996 S❑IL SAMPLE P❑INT
<br /> the best of my knowledge uJief. 15�
<br /> c 9 7
<br /> Date
<br /> . AMPLE NUMBER
<br /> - 1988 SOIL DESCRIPTION SITE
<br /> - 1988 SOIL OBSERVATION SITE
<br />
|