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A�•D. No Tm TO FM 'Wow <br />- tL1 MINA-rE rlNERSION 12 IB Q� I7.;3� •(- �,ULLia* 6,ULO c!'^ CL PN0P040N <br />!1l��yE bF¢I�b�6�ame�Jr !'t- Y 17.6416 -4' 4wilAE9�l'1' 2*17 A"w. NR1 <br />✓t v3+4�,G- Iz. P N'L Nao 44r . JB <br />I 14E PZILL IkLES PC:�v 2: L •l CT - D <br />,��' <br />ApQ a[ M/.t,.1sr[ 4,Je earwoe&Az( CiC$ t•- I�JID ._ _ _ IOD1 -C�t1 / MP�adr ,IWIS>:. �M6y S� <br />! 4.f6 0!6 *1e A ""IrAW4 .�i4* � GC8 IT ' -G - 11b �NHEL DnhEr.�1/�I y6cp� aslM►It �G <br />A0110 K/ /AO <br />A5 BIJ l -2b-83 RL 1 fd <br />Rev;Se -,Berw Wd�( L�u lr L 3 <br />5 1 b <br />�DI�1� GALGU LATIdNs <br />�ZEQUI[ZEr7 GAPAGIT`>' <br />WATLCIe5HED AREA - 44,G AGIZEf' <br />D�STURbr -D AREA WITHIN WATE{ZSHEp 40,6 AGREE <br />uNIVEIz�.L SOIL LcwA* Ei�UATIoN 3 YEAR <br />SEDIMENT VOL UMG 61,63 A, F, <br />xs RUNOFF - to YEAR 124 HR STEM 2,38 A, F, <br />TOTAL FWUIrLED VOLUME _ -1.01 A. F <br />Fe 21 VOLUME- A <br />GOfJTDU <br />AREA. <br />(Acgetp) <br />Avdw. AFC-A <br />(AGRE',) <br />1IJ E-LVAL <br />(FT) <br />AeZUM. CA.17. <br />(AGRt fT ) <br />r�rvlol <br />0,2�I b <br />D <br />4e}b <br />I.O <br />rile20 <br />0. *011 <br />0.44& <br />�•�4s <br />ABUTMENT TO 1' -3- AT THE MAXIMUM <br />�rb21 <br />p.b�l3 <br />( , (q� <br />1,P40 <br />LIOUN) LIMIT: BETWEEN 30 AND SS S. CLAY LINER: THE CLAY LINER SHALL BE <br />fj1(�22 <br />1. ! b1 <br />PLASTICITY INDE7(: BETWEEN 10 AND 21 CONSTRUCTED OF MATERIAL CONFORMING <br />PINES: MIN. 7011 PASSING NO. 200 SIEVE TO THE REQUIREMENTS OF NOTE 3. AS AN <br />(° 32j <br />ALTERNATE A SENTONITE CLAY LINER <br />I FOUNDATION PREPARATION: ALL tOP- 4. FILTER MATERIALS: FILTER MATERIALS MAY BE USED CONSISTING OF TWO APPLI- <br />001L, ORGANIC AND DELETERIOUS IOM- <br />1, bob <br />5624 <br />I <br />S• ib'I <br />1 66 <br />,6• <br />I p <br />ING GRADATION REQUIREMENTS OF ASTM RAKED, SCARIFIED OR DISK BLENDED WITH <br />I l ebb <br />l <br />SOFT MATERIAL @HALL SS REMOVED. FILL <br />G33 _ A PINE A<iOREdATE. !; THE EXISTING SOIL TO A DEPTH OF APPROX- <br />SUrzFAGE AFEA <br />ARC & TOP OP PFIN I"-%L 'SFILi wAY I,q�j AG�Ef� <br />SPILLWAY DISGHAjZGE t�E51�N <br />5G5 P- 15G14AR.&E " 10 Y(t - z4 HR s'TdRM 32.2 �F� <br />565 P16CHAR&F " %* YR -24 Ot 'STORM 4b.4 GF,4 <br />THEoZET16al DLwi)GN TIME IoYR -24 NR SToPM_a <br />5, N ?5 <br />'Xis rI6CHA9.ev9 Fbfz '�;,FILLWAY FdfL <br />Ickr YFA -4¢ HCUF. �TclzM II'1.2 GFS <br />E!209E -HOLE 1.EGENP <br />rM• w ?tj- DRILL F.0 (4'ND,1SILT GLA'f4ToNE- 'E;ICrf -y Vwy 51m, 60www- <br />IL JI AGEOUS ?o VC-91 CARDONACWLI'i NEAf- <br />Y blll'f I �fIAND EI GCi►L MSS*, CsRAY TO P.;,LAGK- <br />K �i V S SLIGN L SAND2 'R�IJB- GLPK�IE- INTL(t6EDDFD, FINE <br />IVf, LweT WWNI 69^INED, Ll"-r TO MED &FAY. <br />+ALT r1w 111111111y.�LAreY. �Rm /Ntr _FRACTUREV, 6Lcr✓K�f <br />ULAR "^U s.VERY <br />VTI Pf , DRY. L.INt.►Ir <br />OL'T AA%W0 AND 4OW MV , GL^4Yi <br />A(A`TftFA2 AIlsULA9 &PIE . VERY STIFF, <br />MW L: "T Mol , W&W D" . <br />v=6.v1 FPS • I,Oq' v= °I.5 { { ►b <br />0;75 0� IivIG Ve, ` 0,013 Fr` 3�FtD <br />;s6Eo <br />rjff�D <br />'0400 1 +00 2 +00 0 +00 R`cCEMIED <br />sl:t PIz.OFI LE - FEB 0 8 2008 <br />ALE % I'• �i10' H EMp.IC4WGY *PILLWAY GR14T U., 9Trlwc' - Divisiu,. - ­ ,- • „at,on, <br />I,TT Mining ann Safety <br />NOTES: <br />1. THE DAM EMBANKMENT SHALL BE OVER- <br />STRUCTED WITH A CLEAN, COHESIVE FILL TOR) IN ACCORDANCE WITH SPECIFICA- <br />BIMLT IN A CANNER FROM W-0” AT THE <br />MATERIAL MEETING THE FOLLOWING RE- TION 4.3^02. <br />ABUTMENT TO 1' -3- AT THE MAXIMUM <br />QUIREMENTS: <br />EMBANKMENT SECTION ABOVE THE ELE- <br />LIOUN) LIMIT: BETWEEN 30 AND SS S. CLAY LINER: THE CLAY LINER SHALL BE <br />VATION SHOWN ON THE DRAWINGS TO <br />ALLOW FOR SETTLEMENT. <br />PLASTICITY INDE7(: BETWEEN 10 AND 21 CONSTRUCTED OF MATERIAL CONFORMING <br />PINES: MIN. 7011 PASSING NO. 200 SIEVE TO THE REQUIREMENTS OF NOTE 3. AS AN <br />ALTERNATE A SENTONITE CLAY LINER <br />I FOUNDATION PREPARATION: ALL tOP- 4. FILTER MATERIALS: FILTER MATERIALS MAY BE USED CONSISTING OF TWO APPLI- <br />001L, ORGANIC AND DELETERIOUS IOM- <br />SHALL CONMi OF FREE - DRAINING SAND, CATIONS OF OENTONITE POWDER AT 1.0 <br />TERIALS SMALL SE REMOVED FROM BE- <br />GRAVEL, SLAG oR CRUSHED STONE MEET- FNF EACH. EACH APPLICATION SHALL NE <br />HEATH THE EMBANKMENT. ANY LOOSE OR <br />ING GRADATION REQUIREMENTS OF ASTM RAKED, SCARIFIED OR DISK BLENDED WITH <br />SOFT MATERIAL @HALL SS REMOVED. FILL <br />G33 _ A PINE A<iOREdATE. !; THE EXISTING SOIL TO A DEPTH OF APPROX- <br />PLACED ON SLOPES STEEPER THAN FIVE <br />4 IN. AND COMPACTED. TOTAL COMPACTED <br />HORIZONTAL TO ONE VERTICAL SHALL 0. ALL MATERIALS PLACED IN THE EMBANK - THICKNESS OF BENTONITE LINER SHALL BE <br />BE KEYED INTO THE SLOPE BY BENCHING- <br />MINT SHALL BE COMPACTED TO SN% OF AT LEAST 8 INCHES. <br />MAXIMUM DENSITY AT OPTIMUM MOIS- <br />3. EMBANKMENT MATERIALS: THE 001- <br />TORE PER 021M D41SS (STANDARD PROG <br />-- <br />MENT POND EMBANKMENT SHALL BE CON- <br />- - -- - - - -- - - - --- -- - - - -- <br />- - <br />ENGR. <br />RECORD CURRENT DRAWING <br />NITIA STATUS INITIAL DATE <br />MINw <br />y <br />ENGINEERS - CONSTRUCTORS <br />SALT LAKE CITY UTAH <br />w <br />IT GK <br />rMwMFOR <br />mu C7ro AGE w1we SURFACE FACILITIES <br />m <br />PrwoawN <br />^d1I rVtz-rAL AREA <br />■OR <br />MPMMLe1lMMI .sue <br />t <br />'1eDIM![NT � (v� -I) <br />°" <br />'rM"°"B' "°" <br />aNln.NrlNROHaB <br />- .Nye h�rG? 1 �►�� � A f L� <br />-� <br />W6�✓i�ItN FUEL* L)f^W 1116 LAJ�EMrIVDI G <br />oO rIPO"oN AI �2srl <br />. IIISSINI.-I 7 <br />No11ri •G • I ho 1 ' <br />