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N�. 9 <br />EXPLANATION OF GEOLOGIC MAP UNITS <br />TOW -Ohio Creek Wasatch Formations (Eocene and Paleocene): <br />Van- colored (usually red, purple, green, yellow, and gray) mudstone and siltstone with <br />interbedded medium -gray, lenticular sandstone and conglomeratic sandstone. The <br />formation generally is obscured by surficial deposits. is prone to mass - wasting, and <br />is potentially unstable. <br />Knry - Mesa Verde Formations (late Cretaceous): <br />Brown, gray: and light gray to white sandstone interbedded with dark gray shale. <br />Commercially important coal beds occur in the lower part of the formation. The <br />formation forms very steep slopes which are subject to rockfalls and other mass - <br />wasting processes. In many places these steep slopes are stable. <br />Kill - Mancos Shale (late Cretaceous): <br />A dark brown to gray laminated silty shale which is prone to erosion and mass <br />wasting especially where mantled by thin colluvium. The shale locally contains <br />swelling clays (montmorillonite) and water corrosive to concrete. Flash floods <br />and mudflows occur along drainages that traverse the Mancos Shale. <br />Glacial Deposits <br />oat - Floodplain alluvium (Holocene): Mixtures of silt, sand, pebbles, and cobbles that <br />have been recently deposited and /or reworked by fluvial processes. The alluvium <br />forms the physiographic floodplains of the modern drainage system and is a <br />potential source of sand, gravel, and crushed -rock aggregate. <br />Qas - Slope -wash debris (Holocene to late Pleistocene): Generally fine- grained soil and <br />rock detritus transported and deposited by running water that is not confined to <br />channels. The deposits form a relatively thin veneer over older surficial deposits <br />or bedrock, may include some wind -blown (eolian) material, and may be easily <br />eroded if protective vegetation is removed. <br />Qagy - Younger alluvial gravels (late Pleistocene): Poorly sorted, rounded to subrounded, <br />unconsolidated pebbles and cobbles in a matrix of sand and silt. These gravels vary <br />greatly in composition because of local source conditions and they cap the first <br />well- defined terrace above modern streams. Sheet flooding, erosion, and local <br />swelling soils are important geologic hazards associated with these gravels. <br />Qagm - Middle alluvial gravels (middle Pleistocene). Poorly sorted, rounded to subrounded, <br />poorly consolidated gravels in a fine - grained matrix. These gravels have a better developed <br />soil profile and have a greater amount of weathered igneous -rock fragments than the younger <br />alluvial gravels. Middle gravels include alluvial -fan and river - terrace materials, form nearly <br />planar surfaces situated at two or more levels, and are subject to sheet flooding and erosion. <br />QTa - High -level alluvium (QuaternarylTertiary): Bouldery alluvial deposits that form <br />planar, gently sloping surfaces high above modern streams. The location and <br />occurrence of the deposits (Tweto and others, 1976) suggest formation during <br />the Tertiary or early Quaternary. These deposits are subject to sheet flooding <br />and erosion. <br />Colluvial Deposits <br />Qls - Landslide deposits (Holocene to late Pleistocene): A heterogeneous assemblage <br />of unconsolidated soil and /or rock formed by slow to rapid downward and outward <br />mass movement in response to gravitational stress. These deposits, which include <br />earthflows, usually form an irregular, hummocky topography and may have an <br />associated main scarp. Relative age of the deposits is noted by subscripts (1 is <br />the youngest). Qlsl deposits most likely were formed during the Holocene and Q's 2 <br />and QIs3 deposits probably were formed during the Wisconsin glacial stage. <br />Qmf - Mudflow deposits (Holocene): Clay and fine - grained debris that may include larger <br />rock fragments incorporated into the debris during downslope movement of the wet. <br />viscous mass of soil and rock material. The deposits have a youthful physiography <br />characterized by a gently undulating topography with an incised, braided drainage <br />network. With decreasing viscosity during movement the deposits grade to fluvial <br />sediments and with increasing viscosity grade to slow- moving earthflows. <br />Qdit,2 - Debris -fan deposits (Holocene to late Pleistocene): Unsorted, unconsolidated <br />debris of soil, rock, and displaced vegetation deposited where stream gradient <br />decreases. This gradient decrease most commonly near the confluence of a <br />tributary stream with a larger trunk stream. Usually composed of mud, sheet -, and <br />debris -flow material, the deposits result from the rapid movement and deposition <br />of solid material during unusually heavy r n or snowmelt runoff. 0I {deposits <br />probably formed during the Holocene; Qd� deposits most likely were deposited <br />during previous glacial stages. <br />Qda - Debris - avalanche deposits (Holocene): Unsorted mixtures of soil and rock <br />material formed by their generally sudden and rapid downslope movement and <br />deposition. Usually formed during periods of rainfall, the deposits generally <br />produce a relatively small, elongate rise that may extend out to gently sloping <br />areas below the steep slopes from which the materials originate. <br />Qsfc 1,23 - Slope- failure - complex (unit) deposits (Holocene to late Pleistocene): <br />Unsorted mixtures of soil and rock material formed by various mass- wasting <br />processes including landslides, earthflows, mudflows, soil creep, and debris <br />avalanches. Not all of these processes occur within a specific deposit and the <br />age of movement may vary with a particular area. The general age of the unit is <br />noted by subscripts (i is the youngest). <br />Qcw - Colluvial -wedge deposits (Holocene to late Pleistocene): Unconsolidated, <br />heterogeneous soil material and rock fragments f ou n d near the base of a slope. <br />Formed by gravity- dominated processes, the deposits may be subject to <br />continued mass - wasting. <br />IIIIII VIII VIII VIII VIII VIII IIII IOI <br />LEGEND. <br />C -1 SURFACE WATER MONITORING STATION <br />SPRING <br />COAL REFUSE <br />Bs GROUND WATER MONITORING WELL <br />1 <br />H ❑ SPRINGS & STOCKPONDS <br />- - - - - - PERMIT BOUNDARY <br />- --- COUNTY LINE <br />— - — PERENNIAL STREAM <br />- - <br />INTERMITTENT OR EPHEMERAL STREAM <br />- - <br />DITCH <br />— — RAILROAD <br />\ LAKE <br />PAVED ROAD <br />? 1 <br />SECONDARY ROAD <br />- - -- 4WD ROAD <br />GEOLOGIC HAZARDS BOUNDARY AREA <br />GEOLOGIC UNIT BOUNDARY <br />❑ <br />EXPLANATION OF GEOLOGIC HAZARDS UNITS <br />B , <br />A is t LANDSLIDE <br />is 2 (Relative age of landslides is indicated by subscripts 11 is the youngest ] ) <br />'- is 3 <br />mf - MUDFLOW <br />da - DEBRIS AVALANCHE <br />rf - ROCKFALL <br />dff - DEBRIS FAN <br />df 2 (Relative age of debris fans is indicated by subscripts [ 1 is the youngest ] ) <br />sfc 1 - SLOPE FAILURE COMPLEX <br />sfc 2 (Relative age of this unit is indicated by subscripts [ 1 is the youngest ] ) <br />sfc3 <br />`'- <br />_ us UNSTABLE SLOPE <br />' pus POTENTIALLY UNSTABLE SLOPE <br />_ pfp - PHYSIOGRAPHIC FLOODPLAIN <br />Sf SHEET FLOW FLOODING AND EROSION <br />- pms POTENTIAL MINE SUBSIDENCE <br />ph POTENTIAL HYDROCOMPACTION <br />- es EXPANSIVE (SWELLING) SOIL OR ROCK <br />(ECEIVEI- <br />SEP 05 2000 <br />SCALE <br />2000' 0 2000' 4000' <br />—t nommosor— <br />CONTOUR INTERVAL 40 FT. <br />o <br />N <br />„ yti <br />nXBOW P.O. Box 535 <br />Sanborn Creek Mine Somerset, CO. 81434 <br />f'RC_I <br />PERMIT REVISION PR -04 <br />DRAW NO I I' I <br />REGIONAL GEOLOGY /HY®ROL OG Y <br />Permit Number — <br />class;R!"ermit <br />Section /Exhibit : C� "% i' .c <br />- ! - <br />I Class' 0 Revision <br />Type /S: eq: _. _. _- _- _- _- _._- _- - -_ -_ . _. _._ <br />- <br />'OGe <br />.. <br />.. <br />- <br />— Class❑ R eport O Hydro ner-al <br />Doc ._..... — _...... — - -_ - <br />' ' <br />2.04-M2 <br />DType: <br />Application (coal only) 0 Bond ❑ Enbrcemenl U Inspection <br />IIIIII VIII VIII VIII VIII VIII IIII IOI <br />