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O <br />O <br />O <br />O <br />O <br />N <br />N <br />e <br />5 <br />_u <br />z <br />U <br />w <br />O <br />tr <br />a <br />a <br />O <br />w <br />n <br />a <br />Q <br />E 40 ^fin <br />E a C� <br />E 50.000 <br />F F5 mfr <br />R90W R89Wt <br />I <br />,,t I <br />1 Li 16 <br />1 i0 <br />1 <br />1 <br />/ 1 <br />I 1 <br />1 <br />1 <br />1 <br />c, <br />32 / .\� 3"A <br />/ 34 3' 36 I <br />/ 11 <br />33 <br />If <br />1 \ 1 <br />41 �\ 75 <br />\ <br />175 I <br />41 \ <br />I _ / <br />�_ �,— i.: �w f_ —.: MPIM MI taw fM M"M ��I�: �� �M f "M <br />41 1 <br />/ <br />I / r / /i I I 1 <br />I —_.� <br />1 G 75 75 1 <br />/• 1 <br />/ 75 ��� \ I �% 41 41 on an 'ft <br />i <br />/ <br />, \ 11 <br />\ <br />If 75 r <br />1 / <br />% I ' <br />`` <br />I •sso <br />/ ice. - -. -- . - - - - -- <br />. \` •ECS -2 i fr // / �--� i <br />r' •SSi i c•i T <br />ECS -I 10 74 <br />,, •/' __ - _ Vie.. <br />75 locations SC -1 thru SC -14 i T _ giver ,Z <br />gr <br />/ <br />WV-3 •\ EC- 1 fC` I C! 2 \ �/' ,- /Y <br />C'; 7 - /�• —� _. __. - 133 - On <br />F <br />G 9 l SC S ���� \ \ / //1 � //. Ulln 1S <br />E _ 74 \ n <br />_ <br />EC + <br />I - _ <br />_ - -- - Town of Somerset <br />I <br />20 <br />I <br />LI <br />R 90 W R 89 W <br />H <br />I's <br />T <br />12 <br />S <br />r <br />3 <br />LEGEND <br />- - — — r PERMIT BOUNDARY <br />- — COUNTY LINE <br />--- - -•— SOIL TYPE BOUNDARY <br />D SOIL STUDY AREA <br />• SOIL SAMPLING SITE <br />NOTE. FOR SOIL SAMPLE .DESCRIPTIONS REFER TO TABLE 2.069 -Ti <br />EXPLANATION OF SOIL UNIT TYPES <br />2 Absarokee - Work loams, 6 - 25% slopes <br />12 Beenom - Absamkee loans, 5 - 20% slopes <br />13 Beenom - Absarokee Association, 20 - 60% slopes <br />18 Bulkley clay loam, 12 - 25% slopes <br />33 Delson stony loam, 3 - 20% slopes <br />34 Delson very stony loam, 20 - 60% slopes <br />35 Fluvaquents, flooded <br />36 Fluvents, flooded <br />38 Fughes loam, 15 - 25% slopes <br />39 Fughes loam, 25 - 65% slopes <br />41 Fughes - Curecanti stony loam, 10 - 40% slopes <br />45 Haplaquolls, flooded <br />47 Kech -Rock outcrop complex, 10 - 40% slopes <br />60 Potts loam, 1- 6% slopes <br />62 Progresso loam, 6 - 12% slopes <br />67 Rock outcrop <br />74 Tom'orthents - Haplargids complex, very stony <br />75 Tombrthents - Rock outcrop, sandstone complex <br />82 Work loam, 6 - 12% slopes <br />NOTES: <br />REFER TO MAP 2.05 -M3 FOR SUPPLEMENTAL <br />DETAILED SOILS INFORMATION IN ELK CREEK AREA <br />MAP KEY <br />SCALE <br />1000' 0 1000' 2000' <br />CONTOUR INTERVAL 40 FT. <br />SEP U <br />Permit N�er .-7 0 <br />Class. ermit <br />_Secv n /Ezhi_biL_ _ <br />Class: O Revision <br />-- - - - -?3 ----------------•----------- <br />Type /Seq .' <br />Class: O Report ❑ Hydro OGeneml - - - - -- —. - - -' <br />Doc Type: <br />OApplication (Coal only) ❑ Bond � Enforcement ❑ InspecUOn <br />-- — — — — — — <br />I <br />I <br />I <br />— — � <br />I <br />I <br />I <br />r1J <br />I <br />I <br />I <br />SCALE <br />1000' 0 1000' 2000' <br />CONTOUR INTERVAL 40 FT. <br />SEP U <br />Permit N�er .-7 0 <br />Class. ermit <br />_Secv n /Ezhi_biL_ _ <br />Class: O Revision <br />-- - - - -?3 ----------------•----------- <br />Type /Seq .' <br />Class: O Report ❑ Hydro OGeneml - - - - -- —. - - -' <br />Doc Type: <br />OApplication (Coal only) ❑ Bond � Enforcement ❑ InspecUOn <br />0 <br />Issued for PR -04 <br />8 /9/00 <br />✓Nettleton <br />JGates <br />fNetiferan <br />N0 <br />REVISIONS <br />DATE <br />DESIGN BY I <br />DRAWN BY <br />REVIEWED AND <br />SIGNED BY <br />OXBOWW P.O. Box 535 <br />Sanborn Creek Mine Somerset, CO. 81434 <br />PROJECT: <br />PERMIT REVISION PR -04 <br />DRAWING TITLE <br />REGIONAL SOILS <br />QD MONTGOMERY WATSON <br />Sheet 2 Of 2 Sheers <br />SCALE <br />aS NOTED <br />DRAWING Ijo <br />2.04 -M7 <br />