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.. <br /> <br />FILL PLACEMENT <br />~~ `~ L,~o 027 ~a -c <br />j',~~ ~ O <br />CDMG regulations require that spoil be "placed in horizontal lifts in a controlled manner, concurrently <br />compacted as necessary to ensure mass stability". Maximum lift thicknesses are not specified. Lifts were <br />placed in accordance with plans specified by the CTL Thompson report. Spoil material was transported to <br />the fill area using a combination of trucks and dozers. Left thicknesses of upto 50 feet were placed within <br />[fie area removed from the fill face by more than 50 feet. <br />,fps ~~ ~~r~~'(~~/ta~-~~~~ ~~~y~--~,-~ ~~~~(/f > <br />/A,~/.~~~C.eY.ei"p (/7(~~'~~~~LGr^~~~"QC`- lfG r r "r-~''` Le-r' ~J~ `,- ` <br />~y~CG1 `~'i,~~~R`~`~Q~ :^r.-GC-~ !X-'+aC G{iYlti/+LS' Lcb+3 ~ 7~ A ~~~ <br />COVER MATERIA~ nn ~ ~ <br />%c~~'cS~~L/rJ/J S~d'ca.~ pzu-t ~`c22~~~~ ~~ ~~~~~ <br />~r iv~'1.z- -,1 1 <br />~~ ~~7"~`~~-^ ~ ~.~c ~~~, Jae t ivy <br />T '"'" , Y~i4ri~cyasoeL Sl,~y~ ~ <br />DOCUMENTATION <br />CERTIFICATION <br />~~~~ ~ ~~ <br />Inspection was conducted by Ronald G. Thompson, a qualified professional and MSHA certified inspector <br />of earth and rockfill embankments and impoundments, under the direction of Mr. Charles McGlothlin. <br />This is to certify, to the best of my knowledge and belief, that Fill No. 9 construction and placement, as <br />noted since the previous certification and as determined during this inspection and discussions with mine <br />personnel, is in accordance with designs as proposed by C1'L "fhompson in their report dated Apri127 and <br />amended July 27, 200] and as approved by [he Division of Minerals and Geology. <br />/ ~/ <br />Ronald G. Thompson <br />Inspector ~i~Z7lG z- <br />~ S d,,..,: ~:" r:lar, <br />i .l~'~_ .~ ` } <br />• ~ ~~.: <br />C az es W. Mc lo[hlin - ~~, ~~ `-~, o <br />Professional Engineer - _ ,,°= ~ ~-' <br />fYRaYY.7~s <br />Inspections completed in compliance with Rule 4.09.1(11)(b) must be submitted to the Division within nvo weeks. <br />!) ~ 7 <br />~~c~- ~~ ~ <br />~~ wc~~~~~ u~ ~~ ~ <br />