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GENERAL CONSIDERATIONS <br />• We suggest that the fill be constructed with surf,~:~ <br />drainage channels located arour•~.' the perimeter of the top <br />and sides of the fill area. The drainage channels snc,uld be <br />designed to carry the appropriatL: amount of runoff water. We <br />suggest the drain.rq~~ channels be proCected lr~ prevent ••r o;;ion <br />if appropriate. The drainage channels should he placod to <br />divert as rnuch ruuott as ye, :,~i1,J •: lrom th L• Jill .ur.l „~ri ~.ruet c•I <br />so that the collectod wotcr door. uoC inYiltr•ily thr till. <br />CONCLUSION:; <br />I[ is our opinion that thc• y,ropo r,ed m urc purta 1. <br />reclamation development. at thr- proposed contxguration ,~~; <br />shown on Drawing 2FS provided by Mr. stevc S~•lf is geot~~L;luricalLy <br />• feasible if tha recommendations presented i^n thxs report „rc <br /> followed. We suggest that you consider a ropresentattv~• from <br />our office be present during the preparation of the area to <br />receive fill and duriny constx action of the subd ra zr~. <br />The recommendations outlined in this report are based on <br />our understanding of the currently proposed 1~ro-leer .+n,l un the <br />information provided by Mr. StL•vc Self. we arc avait.i t•1~ t„ <br />discuss the details of our recommendations wit}t you and <br />revise them if the proposed project is revised or altar. •1. <br />T}ris report was prepared based on site information <br />provided by Mr. Steve Self. Our services did not znclude a <br />-9- <br />M85021GE <br /> <br />~iambcrr atta ~,s;sociates <br />CONSUI iV+G GEOTEONwUL ENGINEERS ANG <br />MATERIAL 1E511NG <br />