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S <br />_ J� <br />/ - e so,tss _- �- / I� �� <br />eor. \\ <br />TOM OF pON \ <br />III N 8 3 9 0 / \L Ev 5690 <br />i <br />803. 91 <br />- \ 1,11 ;1 3 <br />N 3,8 7 ..� ` / <br />r� E 1. 16, <br />r <br />569 �\\ \\ / B Trent OF PI <br />\ \ \ / E E V. 6 "� <br />N Boa s� <br />E 1 116, `� �� 1— \� <br />\ \ \. 603, 6 <br />T? �\ \ E , •9 t <br />\ <br />����_��• _ \��` \�` \ \� <br />5 >00 \\ — r \ <br />\ ` <br />5690 _ �'V sFD \ � - - I � <br />O , � \ <br />O , O� 12' <br />\ 9> �� <br />01 p oo s >O S >O3 <br />m / \ \ 2 <br />\ N ,813 <br />�0 — <br />\ I <br />w N 603,800 <br />,4 ) ' <br />1 <br />} �RIPRAP S69O 1 1 �\ <br />// . <br />N r <br />/ O \\ \\ \ <br />\ <br />SCALE I"=20' <br />PROPOSED CONTOUR <br />- -- EXISTING CONTOUR <br />\ <br />\\ <br />\ <br />\� <br />°o \\ . \� <br />^ I <br />� r <br />/ <br />/ / <br />( <br />( <br />I =�!` <br />�� <br />N 603,848 <br />ELEV.I5703 <br />B <br />/ <br />N 6 <br />O <br />o <br />1 <br />w 603 800 <br />` <br />\ 4 <br />`( <br />QJ <br />J <br />q <br />005 -EAST DITCH <br />(SEE EXHIBIT 13 -4) <br />C -2/ <br />(24rrx 40�CMP) <br />a�` <br />L' III T T',M OF POND <br />"°'+.n'LL�rtlN,•, <br />j <br />r -'? ?; <br />Tp OFpe)AwWNTI <br />005 -WEST DITCH <br />"ALTERNATIVE A" <br />(SLOPE 0% to 1.8%) <br />MIN. C ? • ` <br />I 2 �( 2 <br />2 2 <br />"ALTERNATIVE B' <br />(SLOPE 1 8% to 50 %) <br />2 MIN 2 <br />I 2 I <br />•�R /PRAP <br />SCALE: I " =2' <br />AnbVOrtex <br />Bares Pate <br />SreN <br />Trash Rack <br />I" DIA. ORIFICE WITRA SH SCREEN <br />PRINCIPAL SRLLWAY <br />ELEV. 5694.0 <br />r <br />(: <br />'' <br />f <br />-- <br />� <br />+� 4 <br />d'•• <br />��_ —�—�' <br />005 -EAST DITCH <br />"ALTERNATIVE A'r <br />(SLOPE 0% to 1.3%) <br />ACC <br />,C X <br />MIN Ix <br />3 2 <br />2 x ' <br />"ALTERNATIVE Bar <br />(SLOPE 1.3% to 32%) <br />2 2 <br />MIN <br />RIPRAP <br />SCALE: l" =2' <br />5701 EMERGENCY SPILLWAY <br />- <br />GENERAL NOTES: <br />Corruggaled <br />Steel P� <br />RselRpe 1. CONSTRUCTION TO BE COMPLETE BEFORE DISTURBING UPSTREAM DRAINAGE AREA. <br />Tee Section <br />Weldedtco 2. PONDS AND DAMS CONSTRUCTED AFTER May 3, 1978 TO BE DESIGNED, INSPECTED AND <br />CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. <br />18 DROP INLET CMP <br />EMERGENCY SPILLWAY z ALL ELEVATIONS IN FEET ABOVE MEAN SEA LEVEL. ALL DIMENSIONS IN FEET AND <br />INCHES ( 1 METER = 3.2808333 FEET). <br />4. SAVE TOPSOIL FOR PLACEMENT ON STOCKPILES OR RESPREADING ON SLOPES. <br />5. SEED ALL DISTURBED AREAS, FILLS, AND CUTS. <br />6. ALL PONDS AND DAMS TO BE EXAMINED FOR STRUCTURAL WEAKNESS, EROSION, AND OTHER <br />HAZARDOUS CONDITIONS, AS PER APPROVE PLAN. <br />7. ALL PONDS SUBJECT TO REVISION - SITE STUDIES AND MORE DETAILED ANALYSES <br />THROUGHOUT LIFE OF MINE TO BE REFLECTED IN POND DESIGN. <br />8. THE FILL MATERIAL SHALL BE FREE OF SOD, LARGE ROOTS, OTHER LARGE VEGETATION <br />MATTER, AND FROZEN SOIL, AND IN NO CASE SHALL COAL- PROCESSING WASTE BE USED <br />NOT TO SCALE IN EMBANKMENT CONSTRUCTION. THE FILL MATERIAL SHALL CONSIST OF SELECT <br />IMPERVIOUS MATERIAL. <br />9 THE PLACING AND SPREADING OF ALL FILL MATERIAL SHALL BE STARTED AT THE LOWEST <br />POINT OF THE FOUNDATION. THE FILL SHALL BE BROUGHT UP IN HORIZONTAL LAYERS <br />LESS THAN 12 INCHES IN THICKNESS AND COMPACTED OVER 93% OF STANDARD PROCTOR. <br />-- <br />_ <br />- <br />-- <br />- <br />- <br />K <br />— <br />-- <br />- <br />-- <br />-- <br />- <br />- <br />- <br />- <br />-- <br />- <br />- <br />-- <br />- <br />- -- <br />- <br />.5700 <br />` <br />- -- <br />. - - -- -- <br />- -- <br />-- <br />- -- <br />:Y- <br />-- <br />- -- <br />- - - <br />-- -- <br />- -- <br />- <br />- <br />- <br />-- <br />- ' <br />-- - <br />- <br />- -- <br />-- <br />—T <br />- <br />-- <br />- -- <br />LEV. <br />- <br />9s -- <br />- <br />- <br />T - <br />-- <br />- - <br />- <br />-- <br />-- - <br />-- <br />- <br />- <br />-- <br />-•- <br />--- <br />-._ <br />- <br />-_. <br />EL <br />569`9 <br />------ <br />- - - - -. <br />.- _...- - -- <br />- - -- <br />-- - - <br />- -- <br />-- <br />-- <br />- -- <br />-- <br />-- <br />_ <br />- -- <br />- -- <br />-- -- <br />- -- <br />- -. <br />_ <br />_- <br />- -- <br />-- <br />_ <br />- <br />-- <br />- -. <br />,.-- <br />-- <br />- <br />- - -- <br />- - - -_- <br />._lQ➢f <br />.wA7EA- <br />- -- <br />- -- <br />- <br />- <br />- <br />-- <br />- -- <br />- - <br />-- <br />T <br />- <br />- <br />- <br />- - <br />- <br />_ <br />- -- <br />- -- <br />t <br />6 <br />-- <br />- <br />- <br />_ <br />- <br />- - <br />- : <br />- -- <br />- - <br />-- <br />r . <br />- <br />- - <br />-- <br />- <br />- -- <br />- - -- <br />- <br />- <br />- <br />- <br />- <br />- <br />- -- <br />—_ <br />- <br />- <br />- <br />- <br />— <br />- - -- <br />- <br />- <br />— - <br />-- <br />- -- - <br />= <br />- <br />- <br />-- <br />-- <br />- - <br />- <br />- <br />- - <br />- - <br />- <br />- - -- <br />-- <br />- - <br />- - - <br />- -- <br />- - -- <br />-- <br />-- <br />- <br />- <br />- <br />-- <br />- <br />- <br />-- <br />-- <br />- <br />- <br />- <br />- - <br />-- <br />- <br />- -- <br />-- <br />- <br />-- <br />- -- <br />- <br />- <br />-- <br />- - <br />_ <br />_ _ <br />T <br />- -- <br />_� <br />- <br />- <br />- <br />-- <br />-Bow <br />-- <br />-- <br />- <br />- <br />- - -- <br />- <br />- <br />-- <br />- <br />- <br />- <br />- <br />- - <br />-- <br />- <br />- <br />- -- <br />- <br />- <br />- - <br />— <br />-- - <br />- <br />- - <br />- -- <br />- - -- <br />- - <br />- -- <br />-- <br />-- <br />- - <br />-- <br />-- <br />- <br />- <br />- <br />-- <br />- <br />- <br />- <br />- -- <br />- <br />- <br />- <br />_. <br />- <br />- <br />- <br />- <br />- <br />-- <br />-- <br />- -- <br />-- <br />- <br />- <br />-. <br />- -- <br />-- <br />5685 <br />- <br />-- <br />- - <br />- -- <br />-_. <br />__ . <br />- - <br />-- <br />- - <br />-- <br />- <br />-- <br />— <br />-- <br />- <br />- - -- <br />- <br />-- <br />- <br />D - <br />- <br />- <br />- <br />-- <br />- -- <br />- -- <br />- <br />-- <br />- <br />- <br />-- <br />-- <br />- -- <br />-- <br />-- <br />-undo <br />sny <br />Ffect <br />- <br />-- <br />- <br />- <br />— <br />-- <br />-- <br />- <br />-- -- <br />-- - <br />- <br />- - -- <br />- -- <br />-- <br />-- <br />- <br />- <br />- <br />- <br />-- <br />- <br />-- <br />-- <br />- -- <br />- <br />- - <br />- <br />-- <br />-- - <br />-- - <br />- <br />- - -- <br />-- <br />_- <br />_ __ <br />_ e <br />____ <br />_ a_ <br />_ <br />;Lcc-ull <br />__ <br />- <br />- <br />- <br />-- <br />_ _ - <br />DRAWN BY. <br />D.V. M. <br />REVISION: <br />SCALE: AS SHOWN <br />HoRIZ: <br />VERT: <br />DRAWING NO: <br />pEABODY COAL COMPANY <br />NU LA MINE <br />C <br />1300 S. YALE FLAGSTAFF, ARIZONA 86001 <br />EXHIBIT "13 -15" <br />PROPOSED <br />005 IMPOUNDMENT <br />_ <br />- <br />_ <br />_- <br />_ <br />- <br />- <br />-- <br />- <br />- <br />1 <br />- <br />- - - <br />- <br />- __ -. - <br />- <br />-- <br />- <br />- <br />-- <br />- -- <br />DATE: <br />IO -23 -86 <br />APPROVED: o <br />J. SCHLENVOGT <br />SHEET / OF / SHEETS <br />-r <br />' <br />-- <br />- <br />- <br />- _. --_ <br />` - <br />-- . -- <br />�- - _ - -- - <br />--- - - -- <br />- - -- <br />- <br />-- <br />t <br />hl 3.'1 - h"4f,z'• 3 4 A�.. z H �xlt ::1u/7 ... ro 3G' d - YC'!2�F aA'''_.- � . ..�,.�:3 �- �!��.s .�, ..rT1�Aa'�..�v xi.$ i?.%?. �.__ _, s M w <br />x" <br />a - <br />S t: <br />N <br />r• <br />,,y to <br />