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I'U: (a)I.U1;,1U1I lJ'::;I'lill<I:I.,\PJU iNl:. 1'AUNIA, CULUiZAllO
<br />llA'1'E: 1'('hru lrv .':~, IS)K_'
<br />of ~-n>.r i~ield wttr'F'. to r(,Il~rt r:u' pcrcinent data and to discuss the
<br />prujL•rt with you. 'Ylu• 1•,, ,r.,,,rl,l~ic It~;lpl>ing would be partly per-
<br />fttrnt(d by hirl .tnc'. It.,r I Iv by ,t,u ~,;Iff gcolop,ical engineer,
<br />''1 _;. 'J;Incy II,•:,:;,•nhL I )•,,•; At tir, c,tnclusion of the field work,
<br />h1r. Ruknv;:nsky w,t'.Ild visit thy- : i!c' once more. }ie would be ac-
<br />r,,:rpnnird by our ,r•niur hv,lrnltn~.ist 1•tr. Vladimir Straskraba.
<br />Ir. Strasktah;r ~.~,nrl(i familinri.•.~• h,imsclf with the project and
<br />(he Ural clnldi~ i,~n:. Ptr. :,t r:~.:}.r:rha would be mostly resnoncible
<br />Ittl I,1,•;t,lrin); rli(~ I~r„l,t,::.ll Cur ~hc Ph:lsc II s,udics and For Lhe
<br />},,it,r~l„IncL• „I ia,t.:! of the wurl. invulvr~(1 fur Ihis suhsegtu:nt
<br />r.t nlv.
<br />it~.li;.~~~..l.l'.
<br />t.dt• tdt i:l,I hl 1 (.I,I} „ri t ~I,
<br />ul v, In alter uv~, I ',:, l~7l„ , '. I I..t
<br />::L'1,1;: CnUlti h,' 1:!)1.'.I I ! (•t~ it' \'. I
<br />.I itit l', r,':11 tt! I ICI: l~l i,~,, .:.1~ I':I: ~
<br />t,,r~:~.lr,i(d t., y. II ,!,Iril,l til(~ ,r~~.i
<br />~,in,se,l work within ;tt,out 2 weeks
<br />I ,Ir,lft rvporf un the Phase I
<br />II: clhrnl[ 6 wL•c~ks following your
<br />i:ti rc:,ults of c,ur study could be
<br />sc of nor work, if necessary.
<br />It .~.ul(I ,li::~ h, I~-,:,:.,i,1L :., ..~nmL~nce the Phase II study prior to
<br />t1L. r.. rr iu.:' i,~r~. L,: !'I.:IS, I .'.h,,~'.ld you so require.
<br />11 sr,~uld by }>rLte:nh](• ~„ ~t,,ri,~~m the f;eumorphic mapping and ex-
<br />(,(:.:~ icn~. ui !ha t,'::t pit:. durin)~, the poriod when the Around is not
<br />r,n•,•: e(I by ,I :; i I;n i f i r.ut; 1 aver (tl ::now. Such a snow cover could
<br />t!(~l;ly nor iv1,; m.l.,~l,inp, ur,t th•• ~•xcavation of the test pits.
<br />
<br />.., l~i,tpt s~ i,t I.. 1 I,~II~ III,. t.a,ri: .nlt I in~(I un ct t rme-and-expense basis.
<br />'~''Ir .t~t.ICL,•,1 tl(•~~~'~Iv(IL•, t'.~tlttrac" (:,,n(lilinn:~. :;ho•.a the hourly l~,illing
<br />I,I~I':. ul ,•u: .~r:,~l,~v (~,~.; ~ul( ,1t L~'I ~har}~,es ldc have estimated that
<br />CCU I;YD1:U Ce~•:; f, r I'h;l:;c wnnlrl riot exceed $ 13,500. A detailed
<br />I,r,•:,F:-d,~w~l of cus~ i:; ~: (:.rnt ~ u il, thr• attachL'd Table 1.
<br />wlr cu;;t ~•,Limato ,,,~,:, n,~! inel~.ICL• the costs of e:;cavating the Lest
<br />nits. As in prL•vi,~us work cnrrir•cl lur vou, we assume that the
<br />r~,nrractur provi~:in); th( hnckhuL fur the excavation of the test
<br />i~i~. wtlul,l hr re'=r,h,lrsr•,t ,1 ':r,~cily by C4:I. For budgeting pur~,oses,
<br />we ,•~.tim:,r ~~ th;:t • IIL b;l~ r.l~.,~~ w~,,11c1 be needed for a maximum. of two
<br />full wnt-kin}; d; ~•::
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