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- . Kenton& Diane Carlson <br /> August 12, 1998 <br /> Page 2 of 2 <br /> 5. The sand material is capable of supporting this load. Settlement that occurs while loading <br /> soils will have occurred following original construction. <br /> 6. Although the footing foundation system is not ideal, the settlement issue outweighs the <br /> value of replacement since the footing foundation system does meet Code with respect to <br /> frost protection and soil bearing capacity. ' <br /> 7. It is my understanding that the contractor will accomplish the following: <br /> a. Remove the top two courses of the existing foundation. <br /> b. Install vertical dowels 2 feet O.C. into existing foundation and extending above <br /> the foundation. <br /> c. Place concrete wall cap to proper height, level, and true with two #4 continuous <br /> with anchor bolts set at proper spacing. <br /> PROFESSIONAL OPINION <br /> 8. It is my professional engineering opinion that based on the above information and site <br /> visit, the footing foundation system will be structurally adequate as constructed with <br /> adequate soil bearing capacity. <br /> If you have any questions,please contact me. <br /> Sincerely, <br /> J. . D L EIER ENGINEERING,INC. <br /> Jo . Dahlmeier, P.E. <br /> JHD:Im <br /> Cc: City of Orono <br /> � Tom Betz/Betz Builders <br /> I hereby certify that this plan, specification or report was <br /> prepared by me or under my direct supervision and that I <br /> am a duly registered professional engineer under the laws <br /> of the State of innesota. <br /> Mi sota Registration No. 9212 <br />