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R' <br />•J <br />Permit t{umber <br />Class Permit <br />Section/E#tidt_ ------------------- .-------- <br />Class: O Revision i <br />j_TYffSe9. <br />------- _ _- <br />Class: O Report O Hytlro OGeneml <br />Doc Type: <br />Mpplication (Coal only) O Bond O Enforcement O Inspection <br />UBBS PIT <br />H 4- S. I W31'32•' W. <br />44.E2_� <br />S. 3012'48" W. <br />Ted Hubbs Trust — Permit #M -87 -088 5.56'05'47 "W. <br />36.54' <br />. A a <br />La Plata County Class H 95- �, <br />rn <br />DURANGO <br />OFFICE ' 96 4,38" W. <br />62 <br />DiYislQr! � � y <br />01 il2lrl6ri�ip a Naelu�y � <br />0 <br />a is' <br />it y <br />•'•rc <br />' I <br />S. 3732'39" W. f <br />143.64' <br />' 1 <br />I <br />,JI S. 9'17'41" E. I <br />/ 140.10' <br />t <br />/ I <br />I <br />/ wj ^ry i <br />r <br />I � <br />� 1 <br />Fcnec Unc <br />X X X— {'Fence Corner <br />if• �� " I <br />165.38' x <br />I <br />x <br />Phase IV <br />10.31 Ac.t <br />X <br />50' <br />I <br />x <br />I <br />x <br />I <br />X <br />x <br />0 I <br />0 <br />N <br />x <br />I� <br />Ic <br />X <br />_ c <br />X <br />X <br />�4 <br />rI X <br />N <br />O <br />O X <br />`: <br />(000• <br />Tb3N, Rls.kl <br />,�Nu68 'Pir <br />EkP M",0W <br />CR 133 16A <br />f"AflICL 1W <br />11111. 56G�1 S <br />Hwy i40 <br />�HIASW Rr <br />+ CIP061W <br />x <br />I 1° / I Exlstinp Ranch Accecc <br />IN. 69'27'47" E. 662.67' <br />.p4120" W. Pro oced Amin , Accecc <br />L S.63 — included In ioroa a �_ __ <br />1 <br />X �c X X X X X X X X X X Fence Corner <br />Fcncc Unc —�_ <br />T.33 PI. S 11 S 12 Co. Rd. 133 0 — I — <br />Solar eearin N. 66'15'44" W. <br />R.12W. S14 S13 — — — — — -- <br />N.i.4.P.lol1� � — N 71•S1, rr — _..7_— — �] / J,Y, fFcbar ett 677032 f I <br />S6 �, / / 1 X <br />II 677 8G , Exirtl Ranch Accecc , I <br />I I S. 66030'21" E. <br />_ wect l <br />� r <br />r �e <br />�S r- <br />c <br />HubbcFltt51 <br />HutcPitt .961 <br />+ <br />+ <br />+ <br />I <br />rl+ <br />o+ <br />C + <br />CY <br />CL <br />+ � 'SA g• <br />+ <br />IV <br />f � w <br />I 4i <br />b <br />0/ ci <br />41b <br />tall <br />/ Top Soil <br />i 1 Storage <br />Id <br />t fn <br />Starage I <br />Phase I <br />9.90 Ac.t <br />10 4v <br />ce Top Sell Sterc6c <br />- -- - "- <br />N. I Sol 7'36" W. I -- <br />126.10' (203.G6') S. 63°30'20" W• 563.4V �. <br />,p6 <br />A <br />N. 7'55143" E. <br />Phdsc rr <br />N. 6°57'02" V.I. <br />,"2 ,¢7 AC.f <br />s cis <br />1 N. 72'36'22" C. <br />ef 140.21' <br />zc <br />G2°31'3G" Ir. 4w <br />233.50' <br />• o, ISO, <br />*hard No. 4 <br />J <br />z <br />i v <br />S, 60-27-27- : <br />Phase III <br />14.15 Ac.t <br />0 <br />/P <br />!4v AEr <br />live� <br />e, <br />;o <br />,4 <br />I <br />tI x <br />�IX <br />I I <br />1 X <br />Ix <br />f I <br />I X <br />' I <br />1, x <br />\\X <br />a� <br />0 50. 100 200 300 <br />Scale: 1" = 100' <br />Bearings d6t6rmined by Solar <br />Observation at the SE corner Section <br />11 and tied to survey by traverse. <br />ReforeneG Bearing: S.86 015'44 "E. <br />Elevations of undicturbed areas based on USGS Datum. <br />Elevations arc surveyed on Phan 1. <br />SURVEY LEGEND: <br />511 Sit <br />11 212 ° GLU monument at the Intersection cf Co. i:, <br />Roadc with 6LM Rcfemnec Mmumcntr. <br />T.33N. <br />C. 12W. <br />N.M.P.4. <br />O e clef oalnted sucker rodc /cr t —poor <br />(Piares t, II. L• IIIj <br />C = existing Fcnx Corner. <br />11��► pINhNIINIhIIIiIiIIBNI�I !INI�IIII <br />0 0 0 1 1 4 4 8 <br />O <br />Y <br />0 <br />C <br />w <br />V <br />3 <br />CA <br />ai <br />O <br />rce. <br />(G� <br />=r <br />I' <br />v <br />0 <br />w <br />(� <br />q2 <br />.e <br />tom! <br />C <br />z <br />C <br />N <br />G <br />� <br />N <br />O <br />`Cr <br />O_ <br />x <br />Ut <br />O <br />n <br />� . <br />CL <br />03 <br />o <br />r <br />Ln <br />00 <br />O <br />� <br />W <br />v <br />� � <br />N <br />°sz� <br />�a2 <br />m _. <br />, <br />� r <br />r �e <br />�S r- <br />c <br />HubbcFltt51 <br />HutcPitt .961 <br />+ <br />+ <br />+ <br />I <br />rl+ <br />o+ <br />C + <br />CY <br />CL <br />+ � 'SA g• <br />+ <br />IV <br />f � w <br />I 4i <br />b <br />0/ ci <br />41b <br />tall <br />/ Top Soil <br />i 1 Storage <br />Id <br />t fn <br />Starage I <br />Phase I <br />9.90 Ac.t <br />10 4v <br />ce Top Sell Sterc6c <br />- -- - "- <br />N. I Sol 7'36" W. I -- <br />126.10' (203.G6') S. 63°30'20" W• 563.4V �. <br />,p6 <br />A <br />N. 7'55143" E. <br />Phdsc rr <br />N. 6°57'02" V.I. <br />,"2 ,¢7 AC.f <br />s cis <br />1 N. 72'36'22" C. <br />ef 140.21' <br />zc <br />G2°31'3G" Ir. 4w <br />233.50' <br />• o, ISO, <br />*hard No. 4 <br />J <br />z <br />i v <br />S, 60-27-27- : <br />Phase III <br />14.15 Ac.t <br />0 <br />/P <br />!4v AEr <br />live� <br />e, <br />;o <br />,4 <br />I <br />tI x <br />�IX <br />I I <br />1 X <br />Ix <br />f I <br />I X <br />' I <br />1, x <br />\\X <br />a� <br />0 50. 100 200 300 <br />Scale: 1" = 100' <br />Bearings d6t6rmined by Solar <br />Observation at the SE corner Section <br />11 and tied to survey by traverse. <br />ReforeneG Bearing: S.86 015'44 "E. <br />Elevations of undicturbed areas based on USGS Datum. <br />Elevations arc surveyed on Phan 1. <br />SURVEY LEGEND: <br />511 Sit <br />11 212 ° GLU monument at the Intersection cf Co. i:, <br />Roadc with 6LM Rcfemnec Mmumcntr. <br />T.33N. <br />C. 12W. <br />N.M.P.4. <br />O e clef oalnted sucker rodc /cr t —poor <br />(Piares t, II. L• IIIj <br />C = existing Fcnx Corner. <br />11��► pINhNIINIhIIIiIiIIBNI�I !INI�IIII <br />0 0 0 1 1 4 4 8 <br />O <br />c°c <br />w <br />V <br />CA <br />rce. <br />=r <br />I' <br />to <br />to <br />O <br />3 <br />(� <br />q2 <br />.e <br />tom! <br />C <br />z <br />C <br />x <br />Ut <br />� . <br />r <br />to <br />03 <br />to <br />r <br />O <br />� <br />S <br />v <br />� � <br />°sz� <br />�a2 <br />m _. <br />, <br />OF. <br />ap <br />VA <br />N3 <br />Q <br />� r <br />r �e <br />�S r- <br />c <br />HubbcFltt51 <br />HutcPitt .961 <br />+ <br />+ <br />+ <br />I <br />rl+ <br />o+ <br />C + <br />CY <br />CL <br />+ � 'SA g• <br />+ <br />IV <br />f � w <br />I 4i <br />b <br />0/ ci <br />41b <br />tall <br />/ Top Soil <br />i 1 Storage <br />Id <br />t fn <br />Starage I <br />Phase I <br />9.90 Ac.t <br />10 4v <br />ce Top Sell Sterc6c <br />- -- - "- <br />N. I Sol 7'36" W. I -- <br />126.10' (203.G6') S. 63°30'20" W• 563.4V �. <br />,p6 <br />A <br />N. 7'55143" E. <br />Phdsc rr <br />N. 6°57'02" V.I. <br />,"2 ,¢7 AC.f <br />s cis <br />1 N. 72'36'22" C. <br />ef 140.21' <br />zc <br />G2°31'3G" Ir. 4w <br />233.50' <br />• o, ISO, <br />*hard No. 4 <br />J <br />z <br />i v <br />S, 60-27-27- : <br />Phase III <br />14.15 Ac.t <br />0 <br />/P <br />!4v AEr <br />live� <br />e, <br />;o <br />,4 <br />I <br />tI x <br />�IX <br />I I <br />1 X <br />Ix <br />f I <br />I X <br />' I <br />1, x <br />\\X <br />a� <br />0 50. 100 200 300 <br />Scale: 1" = 100' <br />Bearings d6t6rmined by Solar <br />Observation at the SE corner Section <br />11 and tied to survey by traverse. <br />ReforeneG Bearing: S.86 015'44 "E. <br />Elevations of undicturbed areas based on USGS Datum. <br />Elevations arc surveyed on Phan 1. <br />SURVEY LEGEND: <br />511 Sit <br />11 212 ° GLU monument at the Intersection cf Co. i:, <br />Roadc with 6LM Rcfemnec Mmumcntr. <br />T.33N. <br />C. 12W. <br />N.M.P.4. <br />O e clef oalnted sucker rodc /cr t —poor <br />(Piares t, II. L• IIIj <br />C = existing Fcnx Corner. <br />11��► pINhNIINIhIIIiIiIIBNI�I !INI�IIII <br />0 0 0 1 1 4 4 8 <br />