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NOTES <br />Q3 <br />R3 <br />S3 <br />T3 <br />U3 <br />V3 <br />Q4 <br />R4 <br />S4 <br />T4 <br />U4 <br />V4 <br />05 <br />R5 <br />S5 <br />T5 <br />U5 <br />V5 <br />06 <br />R6 <br />S6 <br />T6 <br />U6 <br />V6 <br />07 <br />R7 <br />S7 <br />T7 <br />U7 <br />V7 <br />08 <br />R8 <br />S8 <br />T8 <br />U8 <br />V8 <br />09 <br />R9 <br />S9 <br />T9 <br />U9 <br />V9 <br />Q10 <br />R10 <br />S10 <br />T10 <br />U10 <br />V10 <br />011 <br />R11 <br />S71 <br />T11 <br />U11 <br />V11 <br />012 <br />R12 <br />S12 <br />T12 <br />U12 <br />V12 <br />013 <br />R13 <br />S13 <br />T13 <br />U13 <br />V13 <br />014 <br />R14 <br />S74 <br />T14 <br />U14 <br />V14 <br />015 <br />R15 <br />S15 <br />T15 <br />U15 <br />V15 <br />016 <br />R16 <br />S16 <br />T16 <br />U76 <br />V76 <br />PROFESSIONAL ENGINEER'S STATEMENT <br />4 Thomas E. Le/dlch, state that the revisions <br />doted 10197 were prepared under my supervision <br />and all the information presented hereon is true <br />and correct to the best of my knowledge on40Np0 �Rf11G1,1i1'� <br />information. \�`` p`�,•, SP� %' <br />E. <br />Dote homers E.Leld ich, c0 P. E. 3/45~ 31459 <br />ION L <br />M•N• <br />0. <br />ENGINEER'S CERTIFICATION <br />ENGINEER <br />REVISIONS <br />CHK'D <br />LEGEND <br />® <br />Permit Boundary <br />04/13/94 <br />Primary Road <br />M.G.A. <br />05/20/95 <br />Secondary Road <br />— — — <br />Haul Road <br />--- - - - - -- <br />Access Road <br />04/25/96 <br />Fence <br />P.G.C. <br />08/96 <br />Powerline <br />T.E.L. <br />HI I f <br />Waterline <br />o <br />Supply Well <br />A <br />Surface Water Monitoring Site <br />o <br />Buildings <br />T.E.L. <br />Existing Culvert <br />Permit Renewal - PR -01 <br />Proposed Culvert <br />8/99 <br />Topsoil Stockpile <br />1 <br />Railroad <br />- -- — <br />Drainage <br />- •- • -• - - -- <br />Irrigation Ditch <br />---- -- <br />Section Line <br />Railroad Loop SAE Area <br />_7 <br />PROFESSIONAL ENGINEER'S STATEMENT <br />4 Thomas E. Le/dlch, state that the revisions <br />doted 10197 were prepared under my supervision <br />and all the information presented hereon is true <br />and correct to the best of my knowledge on40Np0 �Rf11G1,1i1'� <br />information. \�`` p`�,•, SP� %' <br />E. <br />Dote homers E.Leld ich, c0 P. E. 3/45~ 31459 <br />ION L <br />M•N• <br />0. <br />ENGINEER'S CERTIFICATION <br />ENGINEER <br />REVISIONS <br />CHK'D <br />DATE <br />DESCRIPTION <br />T. S. <br />04/13/94 <br />TR -01 Response <br />M.G.A. <br />05/20/95 <br />MR -02 RRC -15 <br />M.G.A. <br />01/30/96 <br />TR -02 Midterm Review Response <br />M. G , <br />04/25/96 <br />TR -02 Midterm Review Response <br />P.G.C. <br />08/96 <br />TR -02 Revise Road Designations <br />T.E.L. <br />12/96 <br />TR -02 Responses Railroad Loop SAE Area <br />J.C.W. <br />6/97 <br />MR -07 RRC -15 <br />J.C.W. <br />7/97 <br />MR -07 Responses <br />T.E.L. <br />10/97 <br />Permit Renewal - PR -01 <br />J.C.W. <br />8/99 <br />TR -04 Incidental Permit Boundary Change <br />Exhibit "12 -1" <br />Facilities Map <br />Hayden Gulch Loadout Facility <br />Hayden Gulch Terminal, Inc. <br />P.O.Box 882323 Steamboat Springs, Co. 80488 <br />DESIGNED BY: P.W.C.C. <br />SCALE: 1 In. = 400 ft. <br />DRAWN BY: P.W.C.C. <br />DRAWING DATE: 03/01/93 <br />CHECKED BY: R.J.G., M.G.A. <br />PHOTO DATE: 10/10/92 <br />CONTOUR INTERVAL: 5 FT. <br />SHEET NUMBER: <br />Z 7 c? or, <br />