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- 19 - <br />• <br />indicate his understanding of the ;sentential probler~, and ~uiYment <br />available fcr dealirxg with it. <br />t1ISCCLLA:IEGUS <br /> <br />:he test holes were drilled to crovide a reasonable picture of <br />the subsoil conditions. As with any naturally occurring rocs: pr soil <br />deposit, it is ~ssible erratic cCnditions mold w encountered in the <br />area of the construction. iie strongly urge tha*_ full tuna inspection <br />uL provid^d for flactimert anti compaction o° fill at the dam sites. A <br />soil engineer at the site may be of great assistance in evaluating <br />situations as they arise and decreasi:c delays. Careful records <br />• should be rude during construction of all con:?itiona encountered and <br />progress of ~pactino the ~banlment soils. <br />~7a are available to ansr>er questions, provide more information or <br />perferr other services as r~uired <br />let us know. <br />SLP/RCfI/bn <br />~~P@Or' ST RFO~~ <br />y <br />~ ~ 6538 ~ :o <br />>. sf ~ , <br />71~, TONAL 4 ~~ <br />OF Co~-O <br />if there are any ,.;uc~ticns, pl^_ase <br />CHCi] Pt]C AS.;OCItIS£S, I11C. <br />BY L Gkn.s~ <br />Steven L. Pa°: ak, i-.E. <br />c <br />, <br />And Hy ~~ <br />• F.ichard C. F_ rcrth, p.C. <br />