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<br />.. <br /> <br />.. <br /> <br />Mr John Miller <br />November 2, 1978 <br />Page Two <br />#120-3932 <br /> <br />excessive depth of weak compressible <br />loads may be developed on the piles. <br />a moderately high capacity pile even <br />in even higher foundation costs. <br /> <br />soils indicate that relatively large negative <br />As a result, it may be necessary to utilize <br />for light buildings. This factor will result <br /> <br />The parking areas and yard areas can be developed over the existing fill material. <br />It would be necessary to import some controlled fill prior to placing a base and <br />pavement section. Long term settlement will occur in the paved areas and storage <br />areas, but this cannot be avoided. <br /> <br />Based on conversations with builders and developers, it is very questionable whether <br />a large warehouse type structure can economically be built on this site because of <br />the high cost of supporting the floor slab structurally. <br /> <br />The comments contained in this letter are quite general in nature. We suggest that <br />additional deep penetration borings be made when a definite building location has <br />been established. Specific recommendations can be made at that time. <br /> <br />Very truly yours <br /> <br />Wilfred A Wahl, P.E. <br /> <br />I hereby certify that this plan, specification, or <br />report was prepared by me or under my direct <br />supervision and that I am a duly Registered <br />Professional Engineer under the Laws of the <br />State of Minnesota <br /> <br />WAW/dj <br /> <br />tJ,'1lA1 rJ,v)ail <br />WI RED A. WAHL <br />"1'-111 S? Reg. No. 6989 <br /> <br />Oo'.e <br /> <br />.' <br /> <br />,J' <br />, <br />