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B & L COGAN, LLC
<br />SPECIAL LAND USE PERMIT AND MINING PLAN
<br />L 0 CA TED IN THE NORTHEAST QUARTER OF THE SOUTHEAST Q UAR TER AND THE S 0 UTHEA S T
<br />QUARTER OF THE NORTHEAST Q UAR TER OF SECTION 34 AND THE SOUTHWEST QUARTER OF THE
<br />NORTHWEST QUARTER AND THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER SECTION 85,
<br />TOWNSHIP 14 SOUTH, RANGE 78 WEST OF THE 6TH PRINCIPAL MERIDAIN
<br />CHAFFEE COUNTY, COLORADO
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<br />AAI ROUT CREEK
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<br />3 114" B.L.M.
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<br />ADJOINER
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<br />6'
<br />639. 1 6' .01 --
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<br />9.33 ACRES
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<br />1273.72'
<br />9.33 ACRES
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<br />ALUMINUM CAP
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<br />BE ABANDONED
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<br />40'xGO' POSSIBLE
<br />DITCH H ` 200' SCREENING
<br />BA K /SI FUTURE SCALE
<br />ACI
<br />L J LOCATION — — — — — — — 'SEETNN 3
<br />FARM TWO 50' SETBACK
<br />�0 TRACK o (TYPICAL)
<br />O
<br />634.72' 634.72' 634.72'
<br />S 8(5056'1411 E
<br />� T 1 4SR78W
<br />L453)5 ADJOINER SCOLORADO DEPARTMENT OF CORRECTIONS
<br />3 114" B.L.M.
<br />ALUMINUM CAP
<br />2638,71'
<br />S
<br />I ASS DRINKING
<br />\ WATER FOR
<br />F CATTLE
<br />N.W.N.A.
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<br />ALUMINUM CAP
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<br />1 269.23'
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<br />9.25 ACRES
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<br />BE ABANDONED
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<br />DETAIL
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<br />SCALE: I " =40'
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<br />9.25 ACRES
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<br />JN, 9.26 ACRES
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<br />9.26 ACRES I
<br />9.26 ACRES
<br />40'xGO' POSSIBLE
<br />DITCH H ` 200' SCREENING
<br />BA K /SI FUTURE SCALE
<br />ACI
<br />L J LOCATION — — — — — — — 'SEETNN 3
<br />FARM TWO 50' SETBACK
<br />�0 TRACK o (TYPICAL)
<br />O
<br />634.72' 634.72' 634.72'
<br />S 8(5056'1411 E
<br />� T 1 4SR78W
<br />L453)5 ADJOINER SCOLORADO DEPARTMENT OF CORRECTIONS
<br />3 114" B.L.M.
<br />ALUMINUM CAP
<br />2638,71'
<br />S
<br />I ASS DRINKING
<br />\ WATER FOR
<br />F CATTLE
<br />N.W.N.A.
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<br />1994
<br />3 114" B.L.M,
<br />ALUMINUM CAP
<br />3 I14'' B. L. M\
<br />ALUMINUM CAP
<br />4SR78W
<br />SW /G
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<br />1994
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<br />3 I14'' B. L. M\
<br />ALUMINUM CAP
<br />4SR78W
<br />SW /G
<br />535
<br />LEGEND
<br />O FOUND MONUMENT AS NOTED
<br />0 TELEPHONE PEDESTAL
<br />0 WELL
<br />3E FENCE
<br />—E —E UNDERGROUND ELECTRIC
<br />- SOILS BOUNDARY
<br />LEGAL DESCRIPTION
<br />\�1
<br />VICINITY MAP
<br />NOT TO SCALE
<br />S
<br />E
<br />0' 200' 400' 600'
<br />SCALE
<br />I " = 200'
<br />NE 114 OF THE 5E I /4 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 34, THE SW I /4 OF THE NW I /4
<br />AND THE NW 114 OF THE SW 114 SECTION 35, TOWNSHIP 14 SOUTH, RANGE 78 WEST OF THE GTH
<br />PRINCIPAL MERIDIAN, CHAFFEE COUNTY, COLORADO
<br />GENERAL NOTES
<br />1) BASIS OF BEARING FOR THIS SURVEY 15 GRID NORTH FROM COLORADO STATE PLANE COORDINATE
<br />SYSTEM CENTRAL ZONE, BASED ON G.P.S. OBSERVATIONS BETWEEN THE SOUTHWEST SIXTEENTH G �M
<br />CORNER OF SECTION 35 AND THE WEST CENTER SIXTEENTH CORNER OF SECTION 35, BETWEEN
<br />MONUMENTS AS SHOWN HEREON, HAVING A BEARING OF S 0101327' W
<br />2) EXISITING ACCESS * DIRT ROADWAYS WITHIN THIS PROJECT ARE FOR AGRICULTURAL USE ONLY,
<br />3) MOBILE SCREENING OPERATION WILL MOVE WITH PHASES AND BE LOCATED WITHIN THE 200 RECE: Ao
<br />SCREENING SETBACK AS SHOWN E®
<br />4) CONTOURS SHOWN HEREON DERIVED FROM U.S.G.S. DIGITAL ELEVATION MODEL. CONTOUR JUN L�12
<br />(j !+
<br />INTERVAL IS 5.0 FEET.
<br />Division of Reclamation,
<br />LAND SURVEYOR'S CERTIFICATE "nin4 &Safety
<br />I, SYDNEY A. SCHIEREN, A REGISTERED LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF COLORADO, DO HEREBY
<br />CERTIFY THAT THI5 LAND SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION, AND THAT THE PLAT REPRESENTS THE
<br />RESULTS OF SAID SURVEY AND 15 TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE.
<br />SOIL TYPE OuB:OURAY GRAVELLY LOAM, THICK
<br />SURFACE VARIANT, 1 TO 3 PERCENT
<br />SLOPES
<br />Gv: GRAVELLY ALLUVIAL LAND
<br />RcF:ROCKLAND, 15 TO 60 PERCENT
<br />SLOPES
<br />SYDNEY A. SC#+E'REN
<br />COLORADO P.L.S. 37937
<br />r
<br />NEW PRIMARY
<br />\
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<br />ACCESS TO BE
<br />CONSTRUCTED
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<br />EXISTING ACCESS TO \
<br />BE ABANDONED
<br />DETAIL
<br />SCALE: I " =40'
<br />LEGEND
<br />O FOUND MONUMENT AS NOTED
<br />0 TELEPHONE PEDESTAL
<br />0 WELL
<br />3E FENCE
<br />—E —E UNDERGROUND ELECTRIC
<br />- SOILS BOUNDARY
<br />LEGAL DESCRIPTION
<br />\�1
<br />VICINITY MAP
<br />NOT TO SCALE
<br />S
<br />E
<br />0' 200' 400' 600'
<br />SCALE
<br />I " = 200'
<br />NE 114 OF THE 5E I /4 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 34, THE SW I /4 OF THE NW I /4
<br />AND THE NW 114 OF THE SW 114 SECTION 35, TOWNSHIP 14 SOUTH, RANGE 78 WEST OF THE GTH
<br />PRINCIPAL MERIDIAN, CHAFFEE COUNTY, COLORADO
<br />GENERAL NOTES
<br />1) BASIS OF BEARING FOR THIS SURVEY 15 GRID NORTH FROM COLORADO STATE PLANE COORDINATE
<br />SYSTEM CENTRAL ZONE, BASED ON G.P.S. OBSERVATIONS BETWEEN THE SOUTHWEST SIXTEENTH G �M
<br />CORNER OF SECTION 35 AND THE WEST CENTER SIXTEENTH CORNER OF SECTION 35, BETWEEN
<br />MONUMENTS AS SHOWN HEREON, HAVING A BEARING OF S 0101327' W
<br />2) EXISITING ACCESS * DIRT ROADWAYS WITHIN THIS PROJECT ARE FOR AGRICULTURAL USE ONLY,
<br />3) MOBILE SCREENING OPERATION WILL MOVE WITH PHASES AND BE LOCATED WITHIN THE 200 RECE: Ao
<br />SCREENING SETBACK AS SHOWN E®
<br />4) CONTOURS SHOWN HEREON DERIVED FROM U.S.G.S. DIGITAL ELEVATION MODEL. CONTOUR JUN L�12
<br />(j !+
<br />INTERVAL IS 5.0 FEET.
<br />Division of Reclamation,
<br />LAND SURVEYOR'S CERTIFICATE "nin4 &Safety
<br />I, SYDNEY A. SCHIEREN, A REGISTERED LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF COLORADO, DO HEREBY
<br />CERTIFY THAT THI5 LAND SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION, AND THAT THE PLAT REPRESENTS THE
<br />RESULTS OF SAID SURVEY AND 15 TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE.
<br />SOIL TYPE OuB:OURAY GRAVELLY LOAM, THICK
<br />SURFACE VARIANT, 1 TO 3 PERCENT
<br />SLOPES
<br />Gv: GRAVELLY ALLUVIAL LAND
<br />RcF:ROCKLAND, 15 TO 60 PERCENT
<br />SLOPES
<br />SYDNEY A. SC#+E'REN
<br />COLORADO P.L.S. 37937
<br />
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