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M <br />tl <br />W <br />w <br />;t <br />OLO MASS CAP <br />NW CORNIM SECTION 12 <br />I <br />d� f{ <br />,rt <br />�YCblcn CZMT12bt - PmTleFs <br />f:.p- - MSF -t <br />_ PHHs'Fl 02 <br />'i.� _ PNAs1G3 <br />INSTALL SILT rENCINo <br />ALONG <br />18'57'49' <br />2628.86' <br />US HIGHWAY 40 LIES APPX. 70' SOUTH OF SECTION LINE <br />GLO BRASS CAP <br />N1 /4 CORNER SECTION 12 <br />r = <br />CP -259 <br />N: 14274,762 \\ ., +�\�►, �'� '+Y� 43 0 i " ✓- _ ✓ J 05 1616 <br />6452.7 �. x8 44 A j,i ✓ ✓/ ti / <br />\ \ S <br />I\� ti \ .e, {� CULTIVATION (ALFALFA) <br />/ \ % , -� 270.89 i r �; i ✓/ �/. . v P <br />♦� �� <br />Ile \ ,� \ S 85'S631�W : -e �� j� '•^/ ' N 14156. 36 <br />E <br />7 95. 93 <br />6462.2 <br />\ ! �;�= ��_ r fry i �; •± ✓ i . <br />4y GRADE TO DAYLIGH .+� -r �.'+' r, r t <br />' -- - iii✓'. <br />�`O d~� PHA E 3 MINE I — ' �" . "•- CULTIVATION LIN <br />�/ <br />TOPSOIL STORAGE, <br />EXISTING PIT ,.. jj <br />AREA <br />FLOOR <br />\ = % <br />i <br />\ /MAINTAIN IN SLOPE DURING MINING OPERATION! <br />S ♦ FLOOR Of PIT ! <br />TEMR A6-1'NAcr/ 1 I I! I I! I I <br />i <br />IM cause u j PHASE ONE MINE A R 6,4AMUM 1 SLOPES DURING <br />,I A21 n op $.6 ACRES <br />ITOTAL RETENTION , ��,I I i I l !I j <br />}H #2 1. <br />\ / <br />TH /3 <br />�l \ r/. <br />A, <br />%\ / )\ <br />1 <br />3 �\ <br />J/ <br />CIIIH /7 <br />J/ <br />PHASE 2 PIT AREA <br />6,8 ACRES <br />/ 7r <br />J' <br />/ 1i <br />i <br />J/ <br />f <br />I <br />o <br />,e <br />\ i .0 C –124 / / <br />N- 12746.732 <br />E- 16474.619 r <br />6784.90 <br />/ /01LTIVATION LINE A <br />i <br />J <br />CP -335 <br />l! i N�12590406 <br />\\ / Ff 16274.808 ! t <br />\� 6481.45 1 <br />1 <br />/ ! <br />1 1 I <br />rn� <br />CP -322 <br />N- 13163.448 <br />E- 16980.723 <br />5473.52 <br />~ 1,,6 ACRES <br />I I• <br />i a <br />J ti^ <br />12 <br />�_ <br />m co <br />Cl N <br />M 01 <br />to N <br />Lri <br />MINING PLAN, PHASE 3 (FINAL_) <br />NW1 /4 SECTION 12, T6N R88W, 6TH P.M. <br />ROUTT COUNTY, COLORADO <br />(FUNK GRAVEL PIT) <br />NgTES:PIT SLOPES NO GREATER THEN 2:1, THE FLOOR WILL DRAIN AT 19 TO WEST. <br />2. A TOTAL RETENTION SETTLING POND WILL BE CONSTRUCTED AS SHOWN TO <br />CAPTURE ALL STORM RUNOFF. THE EXISTING CREEK WILL BE PROTECTED <br />FROM RUNOFF BY INSTALLING SILT FENCE AND STRAW BALES AS NOTED. <br />3. THE PROPOSED TOPSOIL AND OVERBURDEN STOCKPILES WILL BE SURROUNDED <br />BY BERMS AND /OR SILT FENCE. <br />4. ALL STAGING AREAS WILL BE BERMED TO CONTAIN ANY SPILLAGE (FUEL, ETC.) <br />5. FINAL MINE STAGE (PHASE 3) WILL INCLUDE GRADING THE PHASE 1 PIT TO DAYLIGHT <br />TO THE NORTH. <br />aeQ. <br />C A e' y <br />h$ <br />�A <br />9� <br />a <br />F <odr <br />5Q <br />RECEIVED <br />MAR 10 2004 <br />Divisive of Minerals end Geology <br />I _ - ,ED <br />10 2004 <br />Divisim� ........_. _._ ,..a Geology <br />to /l.tt5" 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 TFN YFAPq FROM THE nATF nF (FRTIFICATION CNnWN ucRFnN. <br />., <br />op 100, 00 0 300' <br />9 INDICATES MONUMENT FOUND AS NOTED <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 />ROUTT COUNTY <br />ROAD AND BRIDGE <br />MINING PLAN, PHASE 3 ( <br />NE1 /4 SECTION 12 <br />T6N R88W, 6TH P.M. <br />ROUTT COUNTY, COLORADO DOWLING <br />LAND SURVEYORS <br />P.O. BOX 954 <br />SCALE DWG DATE REV FILE HAYDEN, CO. 81639 <br />.*Newer' (n7n) 976 -3131 <br />