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7 505 <br />7 g00 <br />z <br />0 <br />F- <br />u <br />w <br />01 <br />0 <br />w <br />Of O <br />w� <br />Z <br />�w <br />L F- <br />Q� <br />Q <br />Li 77g5 <br />0 <br />0 <br />0 <br />Q <br />0 <br />0 <br />u <br />EDGE OF <br />GRAVEL <br />STATE OF COLORADO <br />DIVISION OF RECLAMATION MINING dc SAFETY <br />BdcL COGAN, LLC <br />EXHIBIT "E" /PHASING PLAN <br />L 0 CA TED IN THE NORTHEAST Q UAR TER OF THE SOUTHEAST Q UAR TER AND THE SOUTHEAST <br />QUARTER OF THE NORTHEAST QUARTER OF SECTION 34 AND THE SOUTHWEST QUARTER OF THE <br />NORTHWEST Q UAR TER AND THE NORTHWEST Q UAR TER OF THE SOUTHWEST QUARTER SECTION 35, <br />T 0 WNSHIP 14 SOUTH, RANGE 78 WEST OF THE 6TH PRINCIPAL MERIDAIN <br />CHAFFEE COUNTY, COLORADO <br />3 114" B.L.M. <br />ALUMINUM CAP <br />ADJOINED <br />PAUL M01_TZ /KAREN KLUGH n33 <br />0 <br />O I �62o <br />/42329 „w I <br />O8 <br />9.33 ACRES <br />y I - <br />N 88 04038” W <br />1273.72' <br />9.33 ACRES <br />0 <br />56A3k2�6 <br />I I <br />O <br />9.33 ACRES of O <br />I O \ <br />RC 00 O n� rye. <br />HELENA DITCH 3 j - - <br />9.26 ACRES ® col <br />t 9.26 ACRES <br />77g0 <br />I0 <br />I ko <br />m <br />II Ir <br />20.00' I \ <br />20' UTILITY <br />EASEMENT <br />I <br />77g5 `SEE <br />ti DETAIL _ <br />DIRT <br />ROAD <br />634.72' <br />o <br />50' SETBACK <br />(TYPICAL) <br />634.72' <br />S 88 °58' 14" E <br />ADJOINER <br />COLORADO DEPARTMFN- OF CORRECTIONS <br />OR <br />76/0 <br />\ ` N, W. N. A. <br />—I MONITORING <br />WELL <br />%14 <br />9.28 ACRES <br />C � ( <br />O <br />/ I <br />15 I <br />9.27 ACRES <br />l � � OA <br />1' N6A30002 <br />ACRETROUT CREEK DITCH <br />I <br />III <br />S 88 053156" E <br />1 269.23' <br />\ 30' DITCH <br />\ \ \ SETBACK <br />® I <br />9.25 ACRES <br />F\ q/d 36 „� <br />F \ I I I 02 <br />9.25 ACRES <br />Q5\ 9.26 ACRES I �\ <br />O � \ <br />F <br />9.26 ACRES I SRVo \F <br />OS. F <br />I I I <br />200' SCREENING \\\ <br />SETBACK I I <br />SEE NOTE 3 <br />III <br />T 1 45R78W <br />�6 <br />534 535 <br />1994 <br />3 114” B.L.M. <br />ALUMINUM CAP <br />634.72' <br />2638.7 I' <br />x <br />� % <br />s <br />D° \ <br />0 <br />m <br />0 <br />m <br />0 <br />m <br />U <br />c <br />U <br />v <br />DRINKING <br />\ WATER FOR <br />F CATTLE <br />E — E <br />N. W. N. A. <br />.MONITORING <br />01 <br />N <br />N <br />m <br />m <br />0 <br />O <br />N <br />'T145R78W <br />NWY6 <br />535 <br />1994 <br />3 114" B.L.M. <br />ALUMINUM CAP <br />F- <br />5 88 045'09" E <br />Z <br />AND THE NW 114 OF THE 5W 1/4 SECTION 35. TOWNSHIP 14 SOUTH, RANGE 78 WEST OF THE 6TH <br />2646.48' <br />I <br />639. G' <br />HAY <br />ALUMINUM CAP <br />639. I6' <br />GENERAL NOTES <br />Q <br />634.01' - -� <br />Elf< <br />STORAGE <br />w � <br />SYSTEM CENTRAL ZONE, BASED ON G.P.S. OBSERVATIONS BETWEEN THE SOUTHWEST SIXTEENTH <br />z_o <br />LEGEND <br />O <br />n <br />MONUMENTS AS SHOWN HEREON, HAVING A BEARING OF S 01 ° 13'27" W. <br />0 <br />OO FOUND MONUMENT AS NOTED <br />3) MOBILE SCREENING OPERATION WILL MOVE WITH PHASES AND BE LOCATED WITHIN THE 200 <br />Q <br />® TELEPHONE PEDESTAL <br />w <br />1rece'veo <br />Elf <br />4) CONTOURS SHOWN HEREON DERIVED FROM U.S.G.S. DIGITAL ELEVATION MODEL. CONTOUR <br />D <br />x FENCE <br />INTERVAL IS 5.0 FEET. <br />JUN n5 2092 <br />—E —E— UNDERGROUND ELECTRIC <br />LAND SURVEYOR'S CERTIFICATE <br />Division ofRectamatt0n, <br />SOILS BOUNDARY <br />Minrna&Safnt„ <br />CAD <br />12 <br />_i <br />w <br />RESULTS OF SAID SURVEY AND 15 TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. <br />13 <br />aPDO L /C" <br />�, <br />ISTING ACCESS TO <br />9.36 ACRES <br />ABANDONED <br />9.28 ACRES <br />DETAIL <br />9.36 ACRES <br />a I <br />N <br />O� <br />1® <br />r�ry <br />.33 ACRES <br />CENTER <br />= <br />Rso <br />PIVOT <br />�0 A� <br />IRRIGATION <br />S s` <br />DIRT <br />ROAD <br />O I �62o <br />/42329 „w I <br />O8 <br />9.33 ACRES <br />y I - <br />N 88 04038” W <br />1273.72' <br />9.33 ACRES <br />0 <br />56A3k2�6 <br />I I <br />O <br />9.33 ACRES of O <br />I O \ <br />RC 00 O n� rye. <br />HELENA DITCH 3 j - - <br />9.26 ACRES ® col <br />t 9.26 ACRES <br />77g0 <br />I0 <br />I ko <br />m <br />II Ir <br />20.00' I \ <br />20' UTILITY <br />EASEMENT <br />I <br />77g5 `SEE <br />ti DETAIL _ <br />DIRT <br />ROAD <br />634.72' <br />o <br />50' SETBACK <br />(TYPICAL) <br />634.72' <br />S 88 °58' 14" E <br />ADJOINER <br />COLORADO DEPARTMFN- OF CORRECTIONS <br />OR <br />76/0 <br />\ ` N, W. N. A. <br />—I MONITORING <br />WELL <br />%14 <br />9.28 ACRES <br />C � ( <br />O <br />/ I <br />15 I <br />9.27 ACRES <br />l � � OA <br />1' N6A30002 <br />ACRETROUT CREEK DITCH <br />I <br />III <br />S 88 053156" E <br />1 269.23' <br />\ 30' DITCH <br />\ \ \ SETBACK <br />® I <br />9.25 ACRES <br />F\ q/d 36 „� <br />F \ I I I 02 <br />9.25 ACRES <br />Q5\ 9.26 ACRES I �\ <br />O � \ <br />F <br />9.26 ACRES I SRVo \F <br />OS. F <br />I I I <br />200' SCREENING \\\ <br />SETBACK I I <br />SEE NOTE 3 <br />III <br />T 1 45R78W <br />�6 <br />534 535 <br />1994 <br />3 114” B.L.M. <br />ALUMINUM CAP <br />634.72' <br />2638.7 I' <br />x <br />� % <br />s <br />D° \ <br />0 <br />m <br />0 <br />m <br />0 <br />m <br />U <br />c <br />U <br />v <br />DRINKING <br />\ WATER FOR <br />F CATTLE <br />E — E <br />N. W. N. A. <br />.MONITORING <br />01 <br />N <br />N <br />m <br />m <br />0 <br />O <br />N <br />'T145R78W <br />NWY6 <br />535 <br />1994 <br />3 114" B.L.M. <br />ALUMINUM CAP <br />m <br />m <br />� 5C <br />c\j <br />m <br />O <br />3 I14" B.L.M. <br />rLUMINUM CAP <br />jTI4' SK78W <br />SO <br />535 <br />F- <br />Z <br />AND THE NW 114 OF THE 5W 1/4 SECTION 35. TOWNSHIP 14 SOUTH, RANGE 78 WEST OF THE 6TH <br />3 114" B.L.M. <br />w <br />ALUMINUM CAP <br />GENERAL NOTES <br />Q <br />Elf< <br />T1E45R\711)W <br />w � <br />SYSTEM CENTRAL ZONE, BASED ON G.P.S. OBSERVATIONS BETWEEN THE SOUTHWEST SIXTEENTH <br />z_o <br />LEGEND <br />O <br />n <br />MONUMENTS AS SHOWN HEREON, HAVING A BEARING OF S 01 ° 13'27" W. <br />0 <br />OO FOUND MONUMENT AS NOTED <br />3) MOBILE SCREENING OPERATION WILL MOVE WITH PHASES AND BE LOCATED WITHIN THE 200 <br />Q <br />® TELEPHONE PEDESTAL <br />w <br />1rece'veo <br />Elf <br />4) CONTOURS SHOWN HEREON DERIVED FROM U.S.G.S. DIGITAL ELEVATION MODEL. CONTOUR <br />D <br />m <br />m <br />� 5C <br />c\j <br />m <br />O <br />3 I14" B.L.M. <br />rLUMINUM CAP <br />jTI4' SK78W <br />SO <br />535 <br />LEGAL DESCRIPTION <br />W <br />VICINITY MAP <br />NOT TO SCALE <br />N <br />S <br />E <br />0' 200' 400' 600' <br />SCALE <br />1 11 = 200' <br />NE 1/4 OF THE SE 114 AND THE SE I/4 OF THE NE 114 OF SECTION 34, THE SW I /4 OF THE NW I /4 <br />AND THE NW 114 OF THE 5W 1/4 SECTION 35. TOWNSHIP 14 SOUTH, RANGE 78 WEST OF THE 6TH <br />PRINCIPAL MERIDIAN, CHAFFEE COUNTY. COLORADO <br />GENERAL NOTES <br />`w <br />1) BASIS OF BEARING FOR TH15 SURVEY 15 GRID NORTH FROM COLORADO STATE PLANE COORDINATE <br />. <br />SYSTEM CENTRAL ZONE, BASED ON G.P.S. OBSERVATIONS BETWEEN THE SOUTHWEST SIXTEENTH <br />r✓�l <br />LEGEND <br />O \ \ <br />�� <br />0y <br />�7 <br />MONUMENTS AS SHOWN HEREON, HAVING A BEARING OF S 01 ° 13'27" W. <br />2) EXISITING ACCESS & DIRT ROADWAYS WITHIN THIS PROJECT ARE FOR AGRICULTURAL USE ONLY. <br />OO FOUND MONUMENT AS NOTED <br />3) MOBILE SCREENING OPERATION WILL MOVE WITH PHASES AND BE LOCATED WITHIN THE 200 <br />® TELEPHONE PEDESTAL <br />HON <br />1rece'veo <br />® WELL <br />4) CONTOURS SHOWN HEREON DERIVED FROM U.S.G.S. DIGITAL ELEVATION MODEL. CONTOUR <br />x FENCE <br />INTERVAL IS 5.0 FEET. <br />JUN n5 2092 <br />—E —E— UNDERGROUND ELECTRIC <br />LAND SURVEYOR'S CERTIFICATE <br />Division ofRectamatt0n, <br />SOILS BOUNDARY <br />Minrna&Safnt„ <br />CAD <br />CERTIFY THAT THIS LAND SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION, AND THAT THE FLAT REPRESENTS THE <br />RESULTS OF SAID SURVEY AND 15 TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. <br />aPDO L /C" <br />ISTING ACCESS TO <br />ABANDONED <br />DETAIL <br />SCALE: 1 " =40' <br />LEGAL DESCRIPTION <br />W <br />VICINITY MAP <br />NOT TO SCALE <br />N <br />S <br />E <br />0' 200' 400' 600' <br />SCALE <br />1 11 = 200' <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 � 5CHI€9�FN <br />COLORADO P.L.S. 37937 A 37937 <br />`PS <br />ONgC LAN <br />NE 1/4 OF THE SE 114 AND THE SE I/4 OF THE NE 114 OF SECTION 34, THE SW I /4 OF THE NW I /4 <br />AND THE NW 114 OF THE 5W 1/4 SECTION 35. TOWNSHIP 14 SOUTH, RANGE 78 WEST OF THE 6TH <br />PRINCIPAL MERIDIAN, CHAFFEE COUNTY. COLORADO <br />GENERAL NOTES <br />nn- Jolt -oaf <br />1) BASIS OF BEARING FOR TH15 SURVEY 15 GRID NORTH FROM COLORADO STATE PLANE COORDINATE <br />SYSTEM CENTRAL ZONE, BASED ON G.P.S. OBSERVATIONS BETWEEN THE SOUTHWEST SIXTEENTH <br />r✓�l <br />LEGEND <br />CORNER OF SEC -ION 35 AND THE WEST CENTER 51XTEENTH CORNER OF SECTION 35, BETWEEN <br />MONUMENTS AS SHOWN HEREON, HAVING A BEARING OF S 01 ° 13'27" W. <br />2) EXISITING ACCESS & DIRT ROADWAYS WITHIN THIS PROJECT ARE FOR AGRICULTURAL USE ONLY. <br />OO FOUND MONUMENT AS NOTED <br />3) MOBILE SCREENING OPERATION WILL MOVE WITH PHASES AND BE LOCATED WITHIN THE 200 <br />® TELEPHONE PEDESTAL <br />SCREENING SETBACK AS SHOWN <br />1rece'veo <br />® WELL <br />4) CONTOURS SHOWN HEREON DERIVED FROM U.S.G.S. DIGITAL ELEVATION MODEL. CONTOUR <br />x FENCE <br />INTERVAL IS 5.0 FEET. <br />JUN n5 2092 <br />—E —E— UNDERGROUND ELECTRIC <br />LAND SURVEYOR'S CERTIFICATE <br />Division ofRectamatt0n, <br />SOILS BOUNDARY <br />Minrna&Safnt„ <br />I, SYDNEY A. SCHIEREN, A REGISTERED LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF COLORADO, DO HEREBY <br />CERTIFY THAT THIS LAND SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION, AND THAT THE FLAT REPRESENTS THE <br />RESULTS OF SAID SURVEY AND 15 TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. <br />aPDO L /C" <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 � 5CHI€9�FN <br />COLORADO P.L.S. 37937 A 37937 <br />`PS <br />ONgC LAN <br />