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0 <br />I <br />xm <br />20' <br />0 +00 <br />w I <br />I 30 <br />m <br />�I <br />% <br />;�I <br />►i <br />I I I <br />i i l l <br />II <br />- - -1 +00- <br />EXISTING OIL AND <br />MINE ACCESS <br />1 +50 - - 2 +00 - - - 2 +50 -- - --- 3 +00--- 3 +50---- 4 +00 - -- 4 +50 ---- 5 +00 - - - - -- -- - __- \� - -� - - - - -- <br />\ <br />5 +50 6 +00 6 +50- - - -7 +00- - - - � <br />- -- - — - -- - _Real cas N[PI rws ��e l rws — — — — — - - — — — 10 +50— — - 11 +00- — — — - — — 0 2 <br />11 +50- 12 +00— — — — -12 +5 — 1 +88.59- <br />1 <br />PROPOSED .. .. .. <br />.. .. .. .. .. .. .. .. so \ \ . <br />SCALE HOUSE � � � \ <br />1 \ Is ° /e• <br />/ 8 qx� FLOWLINE CROSSING <br />I• X00 8 +50 9 +00 \ + SEE PROFILE <br />I0' 40' 80' 100' 120' <br />SCALE: 1" = 40' <br />15 <br />- - -- <br />#6REBAR ---------------- - - - - -_ <br />18" SPACING <br />I <br />p7 REBAR <br />8" SPACING ---------------- - - - - -� <br />1 <br />---------------- - - - - -� <br />---------------- - - - - -� <br />r <br />TOP STEEL <br />(NEGATIVE REENFORCEMENT) <br />SCALE: 1" = 1' <br />#6 REBAR <br />10" SPACING <br />#7 REBAR <br />8" SPACING <br />- 15' <br />I <br />(POSTIVE REINFORCEMENT) <br />PLAN VIEW <br />SCALE: 1 " = 5 <br />REVISIONS <br />REV DESCRIPTION DATE APPROVED <br />1.0 PER ADEQUACY REVIEW 11/22/05 Weiland. Inlc. <br />Environmental Er Engineering <br />S2S 3rd- Ave.. Suite 211 <br />Longmont, CO 80501 <br />Ph 303 -S32 -0951 <br />fax 303 - S32 -O9S3 <br />PREPARED FOR. <br />20' <br />4820 <br />4810 <br />acsx <br />DATUA! ELEV <br />4785.00 <br />7 <br />\ <br />M <br />HIGH POINT ELEV = 4812.47 <br />HIGH POINT ELEV = 4812.47 <br />� � <br />ao <br />HIGH POINT STA = 9 +29.96 <br />HIGH POINT STA = 9 +39.96 <br />LOW POINT ELEV <br />= 4809.03 <br />PA STA = 9 +24.96 <br />„ <br />LOW POINT STA = 7 +88.20 <br />PA ELEV = 4812.47 <br />"M ELEV = 4812.47 <br />m <br />PVI STA <br />8 +06.75 <br />A.D. _ -3.00 <br />A.D. _ -3.00 <br />PA ELEV <br />- 4808.93 <br />w <br />K = 3.33 <br />K = 3.33 <br />A.D. <br />3.44 <br />> N <br />, <br />K = <br />I <br />- <br />- : <br />10' VCS <br />W <br />w <br />10 VC <br />M <br />� <br />N <br />mN <br />III <br />I <br />n <br />Ifl <br />a <br />0 <br />r <br />cc <br />r0 <br />_� <br />+m <br />I I <br />CROSS <br />SECTION <br />+oJ <br />15 <br />- - -- <br />#6REBAR ---------------- - - - - -_ <br />18" SPACING <br />I <br />p7 REBAR <br />8" SPACING ---------------- - - - - -� <br />1 <br />---------------- - - - - -� <br />---------------- - - - - -� <br />r <br />TOP STEEL <br />(NEGATIVE REENFORCEMENT) <br />SCALE: 1" = 1' <br />#6 REBAR <br />10" SPACING <br />#7 REBAR <br />8" SPACING <br />- 15' <br />I <br />(POSTIVE REINFORCEMENT) <br />PLAN VIEW <br />SCALE: 1 " = 5 <br />REVISIONS <br />REV DESCRIPTION DATE APPROVED <br />1.0 PER ADEQUACY REVIEW 11/22/05 Weiland. Inlc. <br />Environmental Er Engineering <br />S2S 3rd- Ave.. Suite 211 <br />Longmont, CO 80501 <br />Ph 303 -S32 -0951 <br />fax 303 - S32 -O9S3 <br />PREPARED FOR. <br />20' <br />4820 <br />4810 <br />acsx <br />DATUA! ELEV <br />4785.00 <br />7 <br />\ <br />I <br />8' MIN. <br />0t0 <br />KERR -MCGEE GAS LINE <br />NOBLE GAS LINE <br />i <br />i <br />i� <br />PVI STA = 10 +89.35 <br />PM ELEV = 4808.14 <br />A.D. = 2.64 <br />K = 18.97 <br />M <br />HIGH POINT ELEV = 4812.47 <br />HIGH POINT ELEV = 4812.47 <br />� � <br />ao <br />HIGH POINT STA = 9 +29.96 <br />HIGH POINT STA = 9 +39.96 <br />LOW POINT ELEV <br />= 4809.03 <br />PA STA = 9 +24.96 <br />PVI STA = 9 +44.96 <br />LOW POINT STA = 7 +88.20 <br />PA ELEV = 4812.47 <br />"M ELEV = 4812.47 <br />m <br />PVI STA <br />8 +06.75 <br />A.D. _ -3.00 <br />A.D. _ -3.00 <br />PA ELEV <br />- 4808.93 <br />w <br />K = 3.33 <br />K = 3.33 <br />A.D. <br />3.44 <br />> N <br />m <br />K = <br />14.52 <br />> <br />10' VCS <br />W <br />w <br />10 VC <br />M <br />N <br />mN <br />N <br />n <br />Ifl <br />a <br />0 <br />r <br />cc <br />r0 <br />_� <br />+m <br />+OD <br />+m <br />+oJ <br />m <br />° <br />7 <br />+ <br />0 <br />m <br />riiw <br />..w <br />..w <br />vi 4i <br />am <br />ao <br />a <br />»» <br />> <br />»> <br />Gi <br />w <br />mm <br />mww <br />> <br />M <br />> <br />m <br />w <br />w <br />I <br />8' MIN. <br />0t0 <br />KERR -MCGEE GAS LINE <br />NOBLE GAS LINE <br />i <br />i <br />i� <br />PVI STA = 10 +89.35 <br />PM ELEV = 4808.14 <br />A.D. = 2.64 <br />K = 18.97 <br />NELSON MINING RESOURCE <br />REGULAR 112 PERMIT <br />WELD COUNTY <br />ASPHALT SPECIALTIES CO., INC. <br />u -Iwj <br />1 U+SO <br />FLOWLINE CROSSING PROFILE <br />11 +00 <br />Pennll NllrttUer -1(;.s <br />elaxs annn 1 <br />Sec,u xn, 6,i <br />Class Rev's, - - - --- <br />�' <br />CI .1 ❑ Repo- El Hydrn []General <br />Dm Type <br />MAppkmon (Cual only) p BnnQ ❑Arforcement L Inapnrhoii <br />11 +50 <br />EXHIBIT C -2 <br />SCALE: H: 1" = 40' <br />V. 1" = 8' <br />12 +00 <br />MINING PLAN MAP - SHEET 2 <br />SCALE DWG NO. <br />AS SHOWN EXHIBIT C -2 AR -1 SHEET 2.dwg REV. <br />DRAWN BY. CHECKED BY DATE'. <br />C-W A, SHEET <br />I YY PFW 11/22/05 2 OF 2 <br />M <br />� � <br />ao <br />c M <br />0 <br />° <br />+ <br />06 <br />m <br />° <br />m <br />0 <br />a <br />w <br />U <br />> <br />> N <br />m <br />U <br />M <br />> <br />> <br />W <br />w <br />NELSON MINING RESOURCE <br />REGULAR 112 PERMIT <br />WELD COUNTY <br />ASPHALT SPECIALTIES CO., INC. <br />u -Iwj <br />1 U+SO <br />FLOWLINE CROSSING PROFILE <br />11 +00 <br />Pennll NllrttUer -1(;.s <br />elaxs annn 1 <br />Sec,u xn, 6,i <br />Class Rev's, - - - --- <br />�' <br />CI .1 ❑ Repo- El Hydrn []General <br />Dm Type <br />MAppkmon (Cual only) p BnnQ ❑Arforcement L Inapnrhoii <br />11 +50 <br />EXHIBIT C -2 <br />SCALE: H: 1" = 40' <br />V. 1" = 8' <br />12 +00 <br />MINING PLAN MAP - SHEET 2 <br />SCALE DWG NO. <br />AS SHOWN EXHIBIT C -2 AR -1 SHEET 2.dwg REV. <br />DRAWN BY. CHECKED BY DATE'. <br />C-W A, SHEET <br />I YY PFW 11/22/05 2 OF 2 <br />