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135 / r A I <br />.� N 8481.87 <br />don I - -- �E 10589.80 I i <br />PROPOSED SLURRY WALL <br />PC- <br />I S J 1 It50 000 1 33 +50 <br />.r" ~ ✓V <br />�..�- i ;£ T`• 1 I 1 I— 35 +00 35 +50 6 <br />A -04'y <br />Iowa <br />36 +50 r N 8474.61 <br />PPA -11� -- <br />Noun -36+0o <br />'11, 't'(JU E 9889 8 164 <br />mom <br />so <br />39+5 AZ <br />• - <br />t �-•• ` '+ PC 31 +54.52 I _ _ __._...__ .._ 40 +50 <br />J <br />,, +� <br />v <br />1 t° w <br />W <br />1 <br />"' <br />1 1, _ . r w — � �r NM +o <br />4 <br />Ar .. <br />w m low', <br />J�..i - j- 1. ' , � ,! 1 � •;. _ lJl <br />l <br />NJ <br />Mi <br />+85.76 n °O • ; ► r/ Ir <br />2�_ <br />t <br />PROPOSED <br />SPILLWAY <br />(SEE DETAIL <br />SHEET 5) <br />4950 <br />APPROXIMATE LOCATION OF <br />RELOCATED LUPTON <br />BOTTOM DITCH <br />1•r <br />If <br />tit <br />si >� �•• <br />0 <br />+: 1 <br />y�1 / 1 I ' t f ` l• <br />Al <br />y` <br />-, <br />'l. W <br />CY <br />+ .4s I 1 <br />1 1 <br />/ <br />N 1 , <br />50/ <br />w <br />50/ i <br />4873.2 <br />c9w o rn o a. <br />F� n n n � r• <br />co + <br />w <br />�fiA �I <br />NOTES: 1. 19/12 indicates that • blowsi of • 140 •.• <br />inches were requirpd . . <br />31 +50 <br />w <br />M <br />a <br />n <br />n <br />a <br />�� �• PROPERTY LINE T <br />EXISTING PO <br />A. <br />' `"N <br />Itst � °• <br />K , <br />r <br />k\ t� <br />) 1 <br />WER <br />a_szo• - - -._ EXISTING CONTOURS I <br />* EXISTING FENCE l <br />SGILE 1'x5011 IV 4920 ? __._ <br />PROPOSED CONTOURS <br />I i <br />PROPOSED SLURRY WALL 3'INTO BEDROCK AD , <br />i `AD 25 10 50 100 150 <br />PROPOSED SLURRY WALL 5' INTO BEDROCK ` � <br />-- -- - - -- EASEMENT <br />® SLURRY WALL CAP CROSSING 1 — SEE DETAIL 2 SHEET 3 <br />Q SLURRY WALL CAP CROSSING 2 — SEE DETAIL 3 SHEET 3 OF 10 <br />0 PPA -01 LOCATION OF TEST HOLE <br />4 i i 1 I •} .._ <br />4933.7 a <br />- _.i.-= --=- -4 - - - -- - -- ---j -- - - - -- <br />SGIE N FM <br />_49_34.4 a <br />/-- - - - - -- <br />/ - -- <br />4906.4 1 <br />5' <br />1.5x10 -4 — — <br />2.1x10 -7 <br />s <br />4940 <br />FILL, loose to medium dense, with silt and cla y' S <br />Q <br />SILTSTONE, hard to very hard, sandy, clayey, slightly <br />minor organics, dark brown, (SC) m <br />a. <br />CLAY, medium stiff, with sand to sandy, with organics moist, dark S <br />a <br />(CL). <br />_ -• «� <br />- -- -- — <br />-- - - - - -' 4933.7 i <br />4930 <br />11/12 <br />SAND, very loose to very ense, with gravel and silt, moist to wet, M <br />Misc. S <br />Symbols <br />(SW —SM to SP —SM). <br />®CLAYSTONE, h <br />hard to very hard, minor siltstone lenses, carbonaceous, s <br />s— W <br />Water level during drilling <br />moist, dark brown to dark gray. z <br />z W <br />Water level one or ten days <br />4920 <br />16/12"1 <br />s <br />4910 <br />50/6 <br />4902.7 T, <br />50/5 <br />4900 <br />50/ <br />4890 <br />' <br />i <br />3 <br />50/ <br />w <br />50/ i <br />4873.2 <br />c9w o rn o a. <br />F� n n n � r• <br />co + <br />w <br />�fiA �I <br />NOTES: 1. 19/12 indicates that • blowsi of • 140 •.• <br />inches were requirpd . . <br />31 +50 <br />w <br />M <br />a <br />n <br />n <br />a <br />�� �• PROPERTY LINE T <br />EXISTING PO <br />A. <br />' `"N <br />Itst � °• <br />K , <br />r <br />k\ t� <br />) 1 <br />WER <br />a_szo• - - -._ EXISTING CONTOURS I <br />* EXISTING FENCE l <br />SGILE 1'x5011 IV 4920 ? __._ <br />PROPOSED CONTOURS <br />I i <br />PROPOSED SLURRY WALL 3'INTO BEDROCK AD , <br />i `AD 25 10 50 100 150 <br />PROPOSED SLURRY WALL 5' INTO BEDROCK ` � <br />-- -- - - -- EASEMENT <br />® SLURRY WALL CAP CROSSING 1 — SEE DETAIL 2 SHEET 3 <br />Q SLURRY WALL CAP CROSSING 2 — SEE DETAIL 3 SHEET 3 OF 10 <br />0 PPA -01 LOCATION OF TEST HOLE <br />4 i i 1 I •} .._ <br />4933.7 a <br />- _.i.-= --=- -4 - - - -- - -- ---j -- - - - -- <br />SGIE N FM <br />_49_34.4 a <br />/-- - - - - -- <br />/ - -- <br />4906.4 1 <br />5' <br />1.5x10 -4 — — <br />2.1x10 -7 <br />r b <br />w <br />C q v <br />S <br />�► .. N <br />a <br />a� <br />[\ W N <br />�Uri1:,3 a <br />Lo U <br />N y7 P <br />0 <br />a <br />`w <br />a <br />N <br />W•1 <br />t; <br />Z O <br />< <br />v � <br />Y <br />< .0 <br />C <br />`o <br />C <br />°w <br />V <br />Uj <br />J I J <br />0 <br />W a 0 <br />r a W <br />D �N <br />W I Z di <br />j <br />ova ay <br />OW E.. a CO <br />Z a °' a <br />V <br />asso W cc <br />W <br />IL <br />z <br />0 <br />a <br />0 <br />V) <br />V) <br />w <br />0 <br />1..,,011 <br />� "„®m •• <br />o t\v <br />\ \ o <br />N O <br />z <br />Date: 02 02 04 <br />Job No: D02- 065/02 -125 <br />crow¢ WS$ <br />DE19 FWL <br />gym: JAC <br />157x; <br />o , ^ e onng completion Sheer. <br />4870 <br />a <br />6 +50 37 +00 37 +50 38 +00 38 +50 39 +00 39 +50 40 +00 40 +50 41 +00 41+50 42 +00 42 +50 43 +UU <br />�7� 10 <br />JUN 0G 2014 M 1990— Gc� <br />DIVISION OF RECLAMATION <br />MINING AND SAFETY <br />®SAND F <br />FILL, loose to medium dense, with silt and cla y' S <br />SILTSTONE, hard to very hard, sandy, clayey, slightly <br />minor organics, dark brown, (SC) m <br />moist, gray <br />CLAY, medium stiff, with sand to sandy, with organics moist, dark S <br />SANDSTONE, hard to very hard, silty, slightly moist, g <br />(CL). <br />gray <br />� <br />SAND, very loose to very ense, with gravel and silt, moist to wet, M <br />Misc. S <br />Symbols <br />(SW —SM to SP —SM). <br />®CLAYSTONE, h <br />hard to very hard, minor siltstone lenses, carbonaceous, s <br />s— W <br />Water level during drilling <br />moist, dark brown to dark gray. z <br />z W <br />Water level one or ten days <br />aft r <br />w <br />C q v <br />S <br />�► .. N <br />a <br />a� <br />[\ W N <br />�Uri1:,3 a <br />Lo U <br />N y7 P <br />0 <br />a <br />`w <br />a <br />N <br />W•1 <br />t; <br />Z O <br />< <br />v � <br />Y <br />< .0 <br />C <br />`o <br />C <br />°w <br />V <br />Uj <br />J I J <br />0 <br />W a 0 <br />r a W <br />D �N <br />W I Z di <br />j <br />ova ay <br />OW E.. a CO <br />Z a °' a <br />V <br />asso W cc <br />W <br />IL <br />z <br />0 <br />a <br />0 <br />V) <br />V) <br />w <br />0 <br />1..,,011 <br />� "„®m •• <br />o t\v <br />\ \ o <br />N O <br />z <br />Date: 02 02 04 <br />Job No: D02- 065/02 -125 <br />crow¢ WS$ <br />DE19 FWL <br />gym: JAC <br />157x; <br />o , ^ e onng completion Sheer. <br />4870 <br />a <br />6 +50 37 +00 37 +50 38 +00 38 +50 39 +00 39 +50 40 +00 40 +50 41 +00 41+50 42 +00 42 +50 43 +UU <br />�7� 10 <br />JUN 0G 2014 M 1990— Gc� <br />DIVISION OF RECLAMATION <br />MINING AND SAFETY <br />Uj <br />J I J <br />0 <br />W a 0 <br />r a W <br />D �N <br />W I Z di <br />j <br />ova ay <br />OW E.. a CO <br />Z a °' a <br />V <br />asso W cc <br />W <br />IL <br />z <br />0 <br />a <br />0 <br />V) <br />V) <br />w <br />0 <br />1..,,011 <br />� "„®m •• <br />o t\v <br />\ \ o <br />N O <br />z <br />Date: 02 02 04 <br />Job No: D02- 065/02 -125 <br />crow¢ WS$ <br />DE19 FWL <br />gym: JAC <br />157x; <br />o , ^ e onng completion Sheer. <br />4870 <br />a <br />6 +50 37 +00 37 +50 38 +00 38 +50 39 +00 39 +50 40 +00 40 +50 41 +00 41+50 42 +00 42 +50 43 +UU <br />�7� 10 <br />JUN 0G 2014 M 1990— Gc� <br />DIVISION OF RECLAMATION <br />MINING AND SAFETY <br />z <br />0 <br />a <br />0 <br />V) <br />V) <br />w <br />0 <br />1..,,011 <br />� "„®m •• <br />o t\v <br />\ \ o <br />N O <br />z <br />Date: 02 02 04 <br />Job No: D02- 065/02 -125 <br />crow¢ WS$ <br />DE19 FWL <br />gym: JAC <br />157x; <br />o , ^ e onng completion Sheer. <br />4870 <br />a <br />6 +50 37 +00 37 +50 38 +00 38 +50 39 +00 39 +50 40 +00 40 +50 41 +00 41+50 42 +00 42 +50 43 +UU <br />�7� 10 <br />JUN 0G 2014 M 1990— Gc� <br />DIVISION OF RECLAMATION <br />MINING AND SAFETY <br />