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drilling or subsurface exploracion proyr:,m. Our analysrs was <br />• prepared based on assumptions rr,iurdiny uub:•uiface conditions <br />at the site. It should be noted that the subsurface conditions <br />influence the stability analyses. If the subsurface conditions <br />vary greatly from those assumed during our analysis the <br />stability analysis may he effected. <br />We represent that uur services were pr•rl:ormed wit.,in the <br />limits presc_ribed by you and with th~• usu„1 thoruuyhn~~.., <br />and competence of the current a,~c,•Irt ed l~r:~~~trce of the <br />geotechnical engineering profe s:.i on i.n tirc area. No warranty <br />or representation either expressed or im{T ed is inclu,t,~,3 or <br />intended in this report or our contract. We arc available to <br />discuss our findings with you. if you h,rv, any yuc:.t r,~ns <br />please contact us. The supporting darn fL.r this rcpor~ ~s <br />• included in the accompaning fiyur~~s an,l „I.r.~~nAices. <br />If we may be of further assi~ t.urc~• pl,~u ~~ contact u:. <br />CREDITS <br />The proposed construction and s.t.' urf or maLion way <br />provided by Mr. Steve Self, t:a ;T ::idc Coa] Company. Samples <br />of the proposed foundation soil m•i t. rr„1 wrra providcu key <br />Mr. Steve Self. The laboratory study wa.=, directed by Mr. <br />tdorman Johnston, Lambert and 45:.oci.~ces. Thy analysis and <br />report preparation waa performed by Mr. Norman Johnston The <br />"Engineering and Design Manual for Disposal of Excess Spoil" <br />-10- <br />M65G21Gh: <br />~Lantbert a~ta ~~s;gociatco <br />COrvSm nNG OEUit ONWGI. ENG~N EE RS ANU <br />MATERIAL TESTING <br />