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w w w w <br />\ <br />� <br />11 <br />l <br />I I <br />I <br />V <br />\\ <br />N <br />I <br />i <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />Q <br />1 / <br />1 <br />11 ' <br />` 1 <br />I/. <br />\ <br />1 <br />�i <br />Il i <br />i" <br />E� <br />I <br />os / C2D `r, -� <br />/ <br />zz <br />COVERFILL <br />— mi l/ <br />i <br />TOPSOIL <br />ST KPILE <br />I <br />RAINA <br />a <br />/ t <br />7 <br />t - /.✓ ��� �� __ o/� TOPSOIL a. PROPO.'SED <br />STOCKPILE COVERFILL S7rOCKPIL <br />R � <br />� //I \ / / ./OIL <br />E <br />n �` ���. .. �i�iii;✓6 ♦�i radviiiii v. ., , O <br />/ d <br />(� <br />_ <br />i <br />� • 8 <br />y <br />? A <br />\ / r <br />OL <br />/� �`_ -•. � -__' �� � / \� _ -% � - -.. '� . = "' <br />lip i�f - `'35 _ i j\/ �i � ' '�'` �O <br />�' •..� %' j POND <br />' r <br />1 J _ ✓`', _ <br />/�� `' ,. _ � _ -� 111 t�� - � _ i ��� � —, ��'�/ ♦P"� '�� <br />17,000. -, - '� /' r� -� �� - i ! A - — y� I ``♦ -•� C �;; <br />y 9 <br />i I <br />Y _ <br />Q <br />i <br />b <br />L <br />LU <br />o <br />0 <br />0 <br />1 <br />I <br />23,000 N -1 <br />�. <br />e - <br />J <br />n <br />- - <br />C <br />% / % <br />Ji% <br />A <br />ro— r 02 <br />_ - - -- -- <br />/j/ S.A.E. 6 <br />` sr <br />/ <br />I � I mo, � i i .q, �,✓F ��� / % <br />I / / ® \\ <br />ca <br />15,000 N <br />IV <br />= ✓ i <br />L yon <br />f Mining and d Saf <br />- 111.000 N <br />24 TR -61 Gob Pile Fill Slopes, Curve #11 T.K.B. 154158159 LEGEND: D = DITCH STRUCTURE # PREPARED FOR: PROJECT: BOWIE N0. 2 MINE <br />1n 23 TR -59 UTL - Rail Spur Fill Slope SAES. ✓.E.S. 03/27109 ® PERM /T BOUNDARY DRAINAGE AREA BOUNDARY ENGINEER'S CERTIFICATION C = CULVERT N BOWIE RESOURCES, LI C TITLE: <br />z 22 7R -45 Adequacy Review No.2 T.K.B. 03/26/07 l hereby certify that this drawing was done D D <br />o T.K.B. 12/14/06 DESIGNED DITCH SEDIMENT FENCE /TRAP NO / T E.` by me or under my direct supervision and BOWIE NO. 2 MINE W E <br />1n 21 TR - 45 Adequacy Review No.1 BERM OR GUARDRAIL ° i <br />w that all of the inform 20 TR -45 New UTL Gob Pile /Revised Drainage Areas T K.B. 10/24/06 - - - LIGHT USE ROAD SEE MAPS 21 -1, 21 -2, 21 -3 AND 21 -4 g info rmation presented on D P.O. PAOIU COLORADO 81428 BOX 483 S SEDIMENTATION CONTROL PLAN <br />this drawin 1s true and correct to the BOWIE RESOURCES, LLC , <br />19 TR -43 New Borrow Area /Revised Drainage Areas J.E.S. 05107104 HAUL ROAD FOR DETAILED DRAINAGE PLANS. best of my knowledge and belief. <br />No. DESCR/PTTON: BY DATE S.A.E. <br />DRAINAGE CONTOUR INTERVAL = 2' WHERE AVAILABLE, 10' ELSEWHERE e : ONE INCH <br />REFERENCES RIP -RAP CHANNEL AREA ORIGINAL TOPOGRAPHY BY KLH - 6/11/95 7 ` - `' a J. E. STOVER & ASSOCIATES, �� DESIGNED BY: DMG I.D. No. DWG. NAME: <br />✓ome�tover Date 2352 N 7th street, unit » C - 96 - 083 <br />— — — — CULVERT UPDATED TOPOGRAPHY BY DATA MAPPING - B S 9 7 Colorado- P.E. 19230 = s C 7 24 ss MAP N0. 20 <br />ET _ _ _- - Grua JCt CIO 8150 31501 DRAWN BY: L.K LJ / / SCALE: <br />.0 ROCK UNDERDRAIN UPDATED TOPOGRAPHY BY DATA MAPPING - 9116102 ___ -_ -_ ___ CHECKED BY: 1" = 300' <br />T R I <br />A PPROV6D <br />6'C19yal <br />3 <br />zz <br />COVERFILL <br />— mi l/ <br />i <br />TOPSOIL <br />ST KPILE <br />I <br />RAINA <br />a <br />/ t <br />7 <br />t - /.✓ ��� �� __ o/� TOPSOIL a. PROPO.'SED <br />STOCKPILE COVERFILL S7rOCKPIL <br />R � <br />� //I \ / / ./OIL <br />E <br />n �` ���. .. �i�iii;✓6 ♦�i radviiiii v. ., , O <br />/ d <br />(� <br />_ <br />i <br />� • 8 <br />y <br />? A <br />\ / r <br />OL <br />/� �`_ -•. � -__' �� � / \� _ -% � - -.. '� . = "' <br />lip i�f - `'35 _ i j\/ �i � ' '�'` �O <br />�' •..� %' j POND <br />' r <br />1 J _ ✓`', _ <br />/�� `' ,. _ � _ -� 111 t�� - � _ i ��� � —, ��'�/ ♦P"� '�� <br />17,000. -, - '� /' r� -� �� - i ! A - — y� I ``♦ -•� C �;; <br />y 9 <br />i I <br />Y _ <br />Q <br />i <br />b <br />L <br />LU <br />o <br />0 <br />0 <br />1 <br />I <br />23,000 N -1 <br />�. <br />e - <br />J <br />n <br />- - <br />C <br />% / % <br />Ji% <br />A <br />ro— r 02 <br />_ - - -- -- <br />/j/ S.A.E. 6 <br />` sr <br />/ <br />I � I mo, � i i .q, �,✓F ��� / % <br />I / / ® \\ <br />ca <br />15,000 N <br />IV <br />= ✓ i <br />L yon <br />f Mining and d Saf <br />- 111.000 N <br />24 TR -61 Gob Pile Fill Slopes, Curve #11 T.K.B. 154158159 LEGEND: D = DITCH STRUCTURE # PREPARED FOR: PROJECT: BOWIE N0. 2 MINE <br />1n 23 TR -59 UTL - Rail Spur Fill Slope SAES. ✓.E.S. 03/27109 ® PERM /T BOUNDARY DRAINAGE AREA BOUNDARY ENGINEER'S CERTIFICATION C = CULVERT N BOWIE RESOURCES, LI C TITLE: <br />z 22 7R -45 Adequacy Review No.2 T.K.B. 03/26/07 l hereby certify that this drawing was done D D <br />o T.K.B. 12/14/06 DESIGNED DITCH SEDIMENT FENCE /TRAP NO / T E.` by me or under my direct supervision and BOWIE NO. 2 MINE W E <br />1n 21 TR - 45 Adequacy Review No.1 BERM OR GUARDRAIL ° i <br />w that all of the inform 20 TR -45 New UTL Gob Pile /Revised Drainage Areas T K.B. 10/24/06 - - - LIGHT USE ROAD SEE MAPS 21 -1, 21 -2, 21 -3 AND 21 -4 g info rmation presented on D P.O. PAOIU COLORADO 81428 BOX 483 S SEDIMENTATION CONTROL PLAN <br />this drawin 1s true and correct to the BOWIE RESOURCES, LLC , <br />19 TR -43 New Borrow Area /Revised Drainage Areas J.E.S. 05107104 HAUL ROAD FOR DETAILED DRAINAGE PLANS. best of my knowledge and belief. <br />No. DESCR/PTTON: BY DATE S.A.E. <br />DRAINAGE CONTOUR INTERVAL = 2' WHERE AVAILABLE, 10' ELSEWHERE e : ONE INCH <br />REFERENCES RIP -RAP CHANNEL AREA ORIGINAL TOPOGRAPHY BY KLH - 6/11/95 7 ` - `' a J. E. STOVER & ASSOCIATES, �� DESIGNED BY: DMG I.D. No. DWG. NAME: <br />✓ome�tover Date 2352 N 7th street, unit » C - 96 - 083 <br />— — — — CULVERT UPDATED TOPOGRAPHY BY DATA MAPPING - B S 9 7 Colorado- P.E. 19230 = s C 7 24 ss MAP N0. 20 <br />ET _ _ _- - Grua JCt CIO 8150 31501 DRAWN BY: L.K LJ / / SCALE: <br />.0 ROCK UNDERDRAIN UPDATED TOPOGRAPHY BY DATA MAPPING - 9116102 ___ -_ -_ ___ CHECKED BY: 1" = 300' <br />T R I <br />A PPROV6D <br />6'C19yal <br />