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GLO BRASS CAP <br />NW CORNER SECTION 12 <br />W. <br />M <br />00 Do <br />In <br />N ,O <br />�If>r <br />18'57'49' <br />2628.86' <br />US HIGHWAY 40 LIES APPX. 70' SOUTH OF SECTION LINE GLO BRASS CAP <br />N1 /4 CORNER SECTION 12 <br />O 00 <br />50' i J j r ¢ "i rn <br />�5, a �• rr �'FQ t N <br />TH7 N <br />P z <br />% PHASE 2 PIT AREA i / �o <br />6.8 ACRES +/— Jt - �r„ GJ �x <br />r r/ <br />I � r <br />N <br />o M <br />aN ♦ i / <br />a N - CP -322 <br />N- 13163.448 <br />E- 16980.723 <br />6473.52 <br />r -•Yf6 /' <br />oe <br />4 ! r <br />0" <br />! ! N <br />! j a <br />!I <br />j ! EP16474.619, <br />6784.90 ! ! <br />/ CULTIVATION LINE <br />0) ° <br />CP- <br />9 <br />r ! ! ! r ! <br />N-12590.206 I d ¢ ! <br />/ Ej 481.4808 <br />/✓ 6481.45 � <br />I <br />4 ! ! <br />12 <br />r 9 ;0) <br />I ^ <br />/ C <br />- - <br />X- i / <br />- X i1 <br />2671.85' N 88'25'35 "W NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED ON ANY DEFECT <br />IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT MAY ANY <br />ACTION BE COMMENCED MORE THEN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. <br />MINING PLAN, PHASE 3 (FINAL) <br />NW1 /4 SECTION 12, T6N R88W, 6TH P.M. <br />ROUTT COUNTY, COLORADO <br />(FUNK GRAVEL PIT) <br />NOTES: <br />1. PIT SLOPES NO GREATER THEN 2:1, THE FLOOR WILL DRAIN AT 1% TO WEST. <br />2. A TOTAL RETENTION SETTLING POND WILL BE CONSTRUCTED AS SHOWN TO <br />CAPTURE ALL STORM RUNOFF. THE EXISTING CREEK WILL BE PROTECTED <br />FROM RUNOFF BY INSTALLING SILT FENCE AND STRAW BALES AS NOTED. <br />3. THE PROPOSED TOPSOIL AND OVERBURDEN STOCKPILES WILL BE SURROUNDED <br />BY BERMS AND /OR SILT FENCE. <br />4. ALL STAGING AREAS WILL BE BERMED TO CONTAIN ANY SPILLAGE (FUEL, ETC.) <br />5. FINAL MINE STAGE (PHASE 3) WILL INCLUDE GRADING THE PHASE 1 PIT TO DAYLIGHT <br />TO THE NORTH. <br />c_ <br />@ .. <br />c <br />N M O <br />C N <br />O C1 <br />U � <br />00 <br />i 00 00 30Ri <br />o <br />O N <br />s INDICATES MONUMENT FOUND AS NOTED E E�z <br />N O` O O <br />a- 0LL00 <br />INDICATES SURVEY CONTROL POINT <br />CONTOUR INTERVAL = TWO FEET <br />ELEVATIONS BASED ON USGS TOPO MAP ELEVATION <br />AT W1/4 CORNER OF SECTION 12 - 6500.0 <br />CP -259 <br />,<A <br />�� <br />w, - -✓ , <br />"� - <br />N: 14274.762 <br />E: 16162.058' <br />'�,' <br />'0, <br />% <br />_.,bb \94594 <br />- <br />6452.70; <br />'. <br />'�. <br />.v 84 <br />�..: ' <br />_.� ✓... - �- - <br />...w_ <br />i-� <br />CULTIVATION (ALFALFA) <br />270.89 <br />`° <br />56 31 „- <br />S 85' W <br />, —� <br />�"/ <br />HP -312 <br />�.. <br />e <br />-«. , -". <br />—w' <br />r., <br />r <br />t <br />E- <br />3 <br />3 <br />1e.- <br />i <br />67395. <br />462.2 <br />GRADE TO DAYLIGHT <br />6 <br />;4 <br />- <br />0. <br />I <br />� „n <br />CULTIVATION LIN <br />PHA E 3 MINE <br />2.8 ACR <br />�• <br />� <br />-Vol T OPSOIL <br />STORA�� <br />EXISTING PIT <br />_ � <br />�/� <br />AREA <br />FLOOR <br />- <br />"° <br />1.6 ACRES �- <br />3 <br />r � <br />! <br />I� <br />i <br />% <br />TH <br />#1 4 <br />- <br />¢ <br />INSTALL SILT FENCING AND //OR STRAW BALES <br />EXISTIN DRAINAGE <br />/l1 <br />j MAINTAIN 1% SLOPE DURING MINING OPERATIONS <br />. FLOOR OF PIT <br />g <br />¢ <br />- - - -- <br />ALONG <br />¢ <br />� <br />/ <br />M <br />r <br />PHASE ONE MINE <br />A R EA,E?MUM, SLOPES DURING G <br />4 <br />¢ <br />4 <br />ACRES +/— s <br />¢ <br />ry <br />,,.6 <br />I <br />TOTAL RETENTION <br />! <br />! <br />OTH #2 <br />i <br />SETTLING POND <br />/ <br />.ti ,Y <br />" j <br />T #3 <br />r <br />J <br />op <br />je <br />j <br />O 00 <br />50' i J j r ¢ "i rn <br />�5, a �• rr �'FQ t N <br />TH7 N <br />P z <br />% PHASE 2 PIT AREA i / �o <br />6.8 ACRES +/— Jt - �r„ GJ �x <br />r r/ <br />I � r <br />N <br />o M <br />aN ♦ i / <br />a N - CP -322 <br />N- 13163.448 <br />E- 16980.723 <br />6473.52 <br />r -•Yf6 /' <br />oe <br />4 ! r <br />0" <br />! ! N <br />! j a <br />!I <br />j ! EP16474.619, <br />6784.90 ! ! <br />/ CULTIVATION LINE <br />0) ° <br />CP- <br />9 <br />r ! ! ! r ! <br />N-12590.206 I d ¢ ! <br />/ Ej 481.4808 <br />/✓ 6481.45 � <br />I <br />4 ! ! <br />12 <br />r 9 ;0) <br />I ^ <br />/ C <br />- - <br />X- i / <br />- X i1 <br />2671.85' N 88'25'35 "W NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED ON ANY DEFECT <br />IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT MAY ANY <br />ACTION BE COMMENCED MORE THEN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. <br />MINING PLAN, PHASE 3 (FINAL) <br />NW1 /4 SECTION 12, T6N R88W, 6TH P.M. <br />ROUTT COUNTY, COLORADO <br />(FUNK GRAVEL PIT) <br />NOTES: <br />1. PIT SLOPES NO GREATER THEN 2:1, THE FLOOR WILL DRAIN AT 1% TO WEST. <br />2. A TOTAL RETENTION SETTLING POND WILL BE CONSTRUCTED AS SHOWN TO <br />CAPTURE ALL STORM RUNOFF. THE EXISTING CREEK WILL BE PROTECTED <br />FROM RUNOFF BY INSTALLING SILT FENCE AND STRAW BALES AS NOTED. <br />3. THE PROPOSED TOPSOIL AND OVERBURDEN STOCKPILES WILL BE SURROUNDED <br />BY BERMS AND /OR SILT FENCE. <br />4. ALL STAGING AREAS WILL BE BERMED TO CONTAIN ANY SPILLAGE (FUEL, ETC.) <br />5. FINAL MINE STAGE (PHASE 3) WILL INCLUDE GRADING THE PHASE 1 PIT TO DAYLIGHT <br />TO THE NORTH. <br />c_ <br />@ .. <br />c <br />N M O <br />C N <br />O C1 <br />U � <br />00 <br />i 00 00 30Ri <br />o <br />O N <br />s INDICATES MONUMENT FOUND AS NOTED E E�z <br />N O` O O <br />a- 0LL00 <br />INDICATES SURVEY CONTROL POINT <br />CONTOUR INTERVAL = TWO FEET <br />ELEVATIONS BASED ON USGS TOPO MAP ELEVATION <br />AT W1/4 CORNER OF SECTION 12 - 6500.0 <br />