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:.0 TOPSOIL
<br />1.1 GENERAL 3.0 SEDIMENTATION PONDS
<br />Pv55pp $NAL BE H,3 CONSTRUCTILdIBE SppEAp ` E Np ZpN lA ER5 ryp
<br />!. <'1 4FTE IUVEf$fRTIHALOILCOVER IETISVCLLEARED BUT BEFORE OFRAQI� EXCAVATION :.1 ;FllE11AEE11��lTT 5.1 ,YyjDEETNANLI4- INCMES INITN CKNESSMANDLC019RIJONTBY ROUTING TXE
<br />7A OTHER SURFACE DISTURBANCE.
<br />� pNSpL HE 4SEDINCEIDIT1PONDS ANDSCATCH BASINS SHALL BE CONSTRUCTED IN ..INSTRUCTION EflUIPMENT UNIFORMLY OVER THE SURFACE OF THE PILE.,,
<br />- 2 VEGETATION IS�ESS SHALL MED 0 ?* TOP LVOSSIBE�A�ISTU�R- %.1 SITE PREPAMTIDN <. 3.2 COMPACTED XIWASTE Y DEN ITY HAVE AS DETPNO AMITY p AT BEAST 90X OF
<br />9S S1 E INED BY THE I FFCM AS-
<br />7.2.1 ALL VEGBEETAT1011 ROOTS AND STUDS SHALL BE REMOVLEEDa { TOPSOIIL AASMTO) SPOUECIFIOATION TGN 99YS7AN1 SRMPA?M' TIONOR IICIALS
<br />., 1.3 MEMTATION PPOOND, ACCC SSEDROM FROM AMD WASTE DISPOSAL PILLS. SE01- jNCELNITMRSEI0 10NF1 0 THESD�A AREA AIND SFECIFICATIONSACTDP- -.3.3 SURFACE DRAINAGE OF THE Pik( SIWll44BB11EEDD RRRADDINPPRRTAOOCCINED THROUGHOUT
<br />:.2 REMOVAL ` n ANp lOIR7UL1ST SHALL BE AT THE LOCATION EINNDICAT D ON CONSTRUCTION LONSENSURINOKG BY RAT MRRDDISURFAECESUIFAJESI0 A EBIS"UM SLOPE OF 58
<br />.2.1 `IM )MITE CO�NNTMIIN IMVVITN 0 HER SOIL HORIZONS 04 WITIT RED- 5.2.2 'HE PONDS AND MD WHICH COULD INATTHE 0 aNIONOF(TNEI INSPECTING +�S.Y IC WASTE MATERIAL SHALL BE PLACED ON STANDING WATER, SNOV OR
<br />•OCK, ENGINEER( INFLUENCE THE StgqBBII ITY OF THE PONDS, SHALL BE
<br />ICE.
<br />:.2.1 SUCH MEASURES AS ARE NECESSARY WILL B( TA1�A TO ENSURE THAT REEVED YRIOR i0 CONSTRUCTION. 4,3.5 . ND NONCOW WASTES INCLUDING T NOT L MITR TO S5RpLID WASTE,
<br />i1, pppp p0V L OF TOPSOIL 0 S NOT RESULT IN EROSION OR WATER 3.3 CONSTRUCTION REASE, LU`BR CMTjj PAINTS A E L GLANDS, fgggAGE AND
<br />.RELUTI A. DINER L IIII�Ot BL j. PAB i NEDRIIINIRil MACNIR,RY,SHALL BE
<br />3.3.1 EMBANIMTS SNALL BE CONSTRUCTEp FROM F NE -gRA NERD A -SITE 71SPOSEEDD OOOFFF IN TT WASTE PIL .
<br />:.S >TORRGE 'SL ''ry [AL SOILS. NO ROCKS LARGER THAN lE -IRCRA O ON-S o1 4.4 INSPECTIONS
<br />N Ep m pp��p i(NAI ,{,MAN BE INCORPORATED IN70 ANE fiL,L NO ROOTS, AXIMU SOUPS �E ry�
<br />1.3.1 N�;�pp0ppPilEE �WOIN SCONRSiRUCT IAILACTIVIIf SI 0 IS U BE CPI =; KiNTp THIFILL. DELETEREOUS MATERIALS SHALL BE INCgIPOUA- +.4.1 THE �W$ EYIiXFSECaIOR 5 bR ISFSVE IDNSI OFCTHESSEUSPECIF IN AAIONS
<br />MMTECi Fl01 MIND MD PATE EROS OM C�(p5 Y OIAA[i1on 5,3.2 FILHLE$SMALL BES EPLACED XNIEN$SHORIZONTALp(LAYYEERS MDT EXCEEDING TWELVE POSALRAREARSTARTSSEVEN DAYS AFTEEER THE PREPARATION OF THE DNS -
<br />ERIALUTORRt511PPDKORTHVE4ETLEyNEFRREpiSTNiBI1TEDTY OF iNE� IUCTI011 E'MIIPL@TCUNIFORIgY OKP iME SUAFACETIRGTNE FILL.
<br />1 BE EFL 'LACING OF THE FILL MATERIAL SHALL START AT THE LOWEST POINT OF 5.0 INSPECTION
<br />..5.2 SS�TFOCO��D I00IED1ppL� RQOpI SIULGlRON186A0MpTN $E�)[�ATL�EDA! PMERENIIIAL IPLANTSVFR THE FOUNDATION.MN /1 p NNg pEi�gM�NED HE MEp�fj,N ;.1 SEDIMENTATION PONDS BE pU U(
<br />AFTER RbIOVALL FO fCAURKVONABTLEFPFLAN ING CNDOH NDIT IOONNSGROIIIN6 SEA5011 '. S.S i5SOUATTTHHE PlAxl ATE RxIGHw1S'SAV A TIUNSPONTRTIOMT OFFfC1AL5 =.1.1 -N4FD CEPTI FIEDTAFTERR COONNSTSRHRLILCT 1011 INSPECTED QUA�IF LED REGISTERED
<br />� R S ` g °ROFESSIONAL ENGINEER.
<br />TI«NEOIILIRED FUFORIREDISTAIMRIOMIITOR IA EGPADEDNOAREAE MOVED IF AAALSHTO)CSSDDPECIFICATION T99 -74 "STANDARD HPPRROCTpOUR(•)•RE� � 5.1,2 CERTIfI At Nl OF THE CDNSTRUCTED PONDS SHAD BE FORWARDED TO
<br />:. 5.3
<br />THE ST�L" TOPSOIL SMALL BE CLEARLY MARKEDBY A SIGN 7.3.Y FLIIDED W W AROODUND J7P�IIAAP�ENS,_(? SVEIYIRLTS MEETTTNE SA/E PI.AU CEF31T COO RTARD�OTIOONO LAUD RECLAMATION DIVISIBI IREp!ATELY FOLLOMIN6
<br />'TOPSOIL STORAGE•. 4WD COMPACTION CRITEERIA A ALL OTHER FILL.
<br />5.2 DISPOSAL OF WASTE
<br />1.4 REDISTRIBUTION 3.3.5 THE DISTRIBUTION DFEEMNA$ETTERIALS IN EMBMgpEEANT$55 SHALL BM SUCH AS 5 pE m g m
<br />:. +.I TOPSOIL S5MALL BE pLA(Ep a THE 'JUTS £ iMMEE PILLEE DUR NG �EPIN6 SUBSTANTIALLY WA TOCKETRTIOR ST G EILUF MATERIAL ulh- ;.2.1 TMETUISppSALINEEIRL OPEOTHERLPERRSTNISAPCPRDVEDYBY TTHHE"LBIVISIOON.
<br />THE CONS? ACCORDING WI THE COMSTRUCTIGF PROfEDUpE DETe[LED 5.2.2 THEE DISPOSAL IVICT ONS SMAL p[ UR OWRTEIY, BEGINNING
<br />)M THE CONSTRUCTION DRAWINGS. 7.5.6. FILL SHALL IqT BE PLACED 011 FROZEN SURFACES NON SMALL 901 WI iNIR 7 DAYS AFTER THE SITE EAEPRRATION.
<br />:.4.2 TOPSOIL AND OTHER MATERIALS SMALL BE REDISTRIBUTED IN 4 :LE, JR FRO MATERIAL BE INCORPORATED INT6 THE FILL. HApIpN �(pp �SyE S $
<br />MANNER THAT- 5.4 MAINTERANCE 5.2.3 SPECTEDTODUNNINS TDERTRLOY LNG CGNSTDNk IOM v171 JKALL BE IN-
<br />at ACHIEVES M WITH PRIMATE UIIIFOND STABLE ppNNTHICKNESS HE 7.4.1 SEDIMENTATION PONDS SMALL BE ROUTINELY MAINTAINED DORMS THE
<br />COOq AIfS�TEW�iIiEBTOMFISNR6ERSY $TER ^L i1MDU gE/NIIREENT$'UF qE- MINING DPERATIONS IN ACCORDARCE WITH EX ISTIN6 [WI MIR7EIANCE IA) REMDVAL OF ALL ORGANIC MATERIAL, TOPSOIL AND SUBSOIL
<br />VIGETAT 108. -ROGRAMS. -01 PLACEMENT OF UNDENDRAINAGE SYSTEM
<br />Bt PREVENTS EXCESS COPACCTTION AHNED CONTAMINATION OF TOPSOIL; 1C) INSTALLATION OF SINPACE DRAINAGE SYSTEMS
<br />Cl ^ANOIOHYSSI CAL ERROPERTIES OFF FNE BOPSDILGYpCREM1UL' 3.5 INSPECTIONS •D) PLA EMENT AND COPACt 1011 OF FILL AND EMMIIKIENT
<br />[T ` Mp iE NEDgpS 5.5.1 OPERATION INIRCCOSRDARCERWITNSSECTIOI 5 IN6CPECTIONSIOR RAT ERIALS
<br />01 OURI^G 11ETRIT MITIONFMp BEFORE ANNRR311FI ITN IS OF THESE SPECIFICATIONS. 'E) REVE6ETATION
<br />EEDED TED u.0 DISPOSAL OF WASTE 5.1.4 THE ENGINEER NSPECT NG THE F LL SHAL PROVIDE SHE CpLORADO
<br />2.0 ACCESS ROAD MINED LMEp RKLAATIIppEE(OfVISI� A CERTIIF.I ED REBPEOERT YITN IN TWO
<br />1.1 GENERAL 4.1 SUBSEQUENT B AS KPECIFTR IMRTNESDEBIBN00 THAT THE0FITRERDSPORTRSMADKLLTRU TED
<br />AN ACCT APgpPM FOR 0 TRUCTIOI AND OPEBERA[TpINOSN iHmE WASTE + 1 1 E0 FROM THEPD (SPOSRREi1 f0 fP�IRAEVIDE AUMNIMLNS��MSROAELYREEET RETAINED AT°THE MINE. PORT
<br />POCATIONNS UN ANDRACCCCOORDRDING TO THERLLN TES A!DTO�ETAILSASPECI- 1AVCBEEAPPROVEDEBVUINEF COMPLETED 4CLIMTIUGN DIVISIOIIAMOUNT AS i.2.5 FIRE POTENTIAL SMALL BE ^OIITOIIED IN ACCORDMLE WITH THE EXISTING
<br />`LED ON THE CONSTRUCTION DRAWINGS. TE BBEE [ 'WI FIRE MORI AT P&MON
<br />1.1.1 THE CONSTRUCTION MAINTENANCE. AND POST MINING CONDITION OF +.I.1 NOTESI ANB DETAILSLSPECIFIEODSONUTHEDCONSTRRUCTIDNCBRANIUGS. 5.2.fi INSPECTIOMS SHALL CEASE ONLY UPON FINAL ABANDONMENT OF THE AREA
<br />HE ACCESS ROAD SHALL INCLUDE ADEOWTE CDRTROL OF EROSION, AFTER RECLAMATION.
<br />SILTA I , AND POLLUTION OF WATER. .,1 SITE PREPARATION
<br />2.2 ;ITE PREPARATION
<br />..1,1 ALL ROOTS STUMPS., VEGETATION OR OTHER ORGANIC MATERIALS WHICH i.J RECLAMATION
<br />:.2.1 ALL VEGETATION ROOTS AND STUDS SHALL BE AEE^1bDV�FDp TOPSOIL REMAIN AFTER REMOVAL OF TOPSOIL AND SUBSOIL AND WHICH COULD
<br />,HALL BE REAOV�D FROM THE DESIGN ROADBED SMDULDEAS, An0 SUR- -JNTRIBUTE TO SPONTANEOUS COMBUSTION OR INTERFERE WITH THE
<br />°1f ES WHERE AS TED STRUCTURES WILL Mt? PLACED, AND STOCK- ;VSTEMTIC CONSTRUCTION OF THE PILE SHALL BE REMOVED PRIOR TO ..l 40 DETAILED RECLAMATION PLAN FOR THE WASTE PILES IS PRESENTED
<br />'SLED, IN ACCORDANCE WITH SECTION 1. OPSOIL. OF THESE `NE PLACEMENT OF ANY WASTE MATERIAL. 4 THE EXPECTED LIFE SPAN OF THE PILES EXCEEDS THE PERMIT
<br />'; PECIFICATIONS. TOPSOIL SHALL BE STORED AT '4- __CATION °ERIOD.
<br />:49ICATE7 O!. TIE CONSTRUCTION DRAWINGS. <.2 ANY SOFT OR WEAK SOILS ((WHICH ARE LOCATED IN CRITICAL AREAS OF ���� po 1U1 E(
<br />1.3 iONSTRUCTIOI AG ENLGIIINEERIH IRFLUEHNOEHTHE SUTABILI THE OPINION THE SHALL BE INSPECT- ..2 ARE REOUI REDFTGFRRETCLORN $ARONDESIGNED SO THAT 40 CHANGES
<br />REMOVED PRIOAI TO THE PLACEMENT OF ANY WASTE MATERIAL.
<br />E[RR55 6.3 RECLAMATION �WIILLLRAINCLUDE THE ACCESS ROAAD [[S(EC. 4,03.31711,
<br />.I F4LVESINCHESE INULODR5REEUCTHIC THICKNESS. EACH LAYER SHALL BECEEDIN6 +.1.7 iATEN DOES MOTE ACCUMMfILATF ATUANYOLOCATIONEON TUTHETFOUNDAiION'.'G :ND Vp151iFREE?MDVAL Rf SDTDIIEIITOAIf IC011 D ISSEC.uo OSV6c9i1,
<br />-OMPACI EVENLY Br ROUT LNG TIE NA LNG Mp L IN irffElNG DF THE FRUNSMAILIFNG(MLD SCREENING LEVEL FILL SLOPE,
<br />VIPNENET OVER THE ENTIRE YIOTX OFUTNE. IS ARNEET 1Ni1L MO ..l.0 iE REALER MAZER EM �I THIR THE FOUNDATION AREA 51WLL WE DI- _;.., R jRT9 i�Q RYASTE PILEVERT SECTIONS AND THE
<br />;;,NiF ICMT MOVEMENT OF THE E'18ANIOIFRT IS APPARENT, ° CTED AWAY FROM TH WASTE PILE AND THROUGH THE SEDIMENTATION R C
<br />:.I,j %R ACEF_O ROM SNAIL RE SURFACED WITH A WITERIA�, UFlIL;FnTLr °GRADS AT ALL TIMES INNING CONSTRUCTION OF THE VILE. UIL BYMIE6 SWIL ff (A81gE7E0 AT TIE E86 ff
<br />?URARLE FOR THE ANTiC IPATED VOLiME, HEIGHT ANG S - D OF 4YTi'1. 1 BI AA11 TEvACES
<br />RTE➢ iRAFC!C AND WHICH IS NOT ACID -•'1R TOXIC- FOIOII N6. -•> THE SLOPE OF THE FOUNDATION IN THE VICINITY OF THE TOE OF ANY IOU i, 15888 • S 9QM PAM 4.OR111G FEIDAMATIO1I PIEVfl1f VfDIIL1IAP MIS.
<br />-ILL OR EMBARKMENT SMALL IIOi EXCEED IV 1.8 M I % PER[EWT). r� � 1us 9*1 BE A MINIMM HEIGHT OF 3 R,WITH MINIM Siff
<br />�.•', JDMS'IF M: lV.
<br />:.4 MA INTENAN(E ,.2.6 74E SOIL EXPOSED IM THE FOIINDRf MOH EXU1vgi 1711 SMALL BE R` /A\
<br />:.N.1 -HE ACCESS ROAD SMALL BE MAIN741NE0 SUCH THAT THE DESIGN STAN- .:IPACTED PRIOR ID PLACEMENT OF WAS E. /1P N0. 6A - H
<br />,ARDS ARE MET THROUGHOUT !TS LIFE. Illlllllllllllld
<br />PE• 09CMMN3 VALLEY AAAE
<br />MANY
<br />Y ORO -MYMO COMYRTMq •LC. COlOW1AP0 RTMOIMLAM •IG 9PECPICAYMOIN
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<br />�•T COLIAI A:. pOVy •MM
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<br />AA•MOV® ILL�••f.r OMAWRq Wq. 101•bW SHEET • OF
<br />DATE: l%CYa�•AW I•Y SGAIF: Al WDIC1Tm
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