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86-200 <br />Honeywell, Inc. -4- May 14, 1986 <br />the proposed footings. Therefore, the soils encountered may not <br />be representative of the soil conditions at the proposed footing <br />elevations. Variations in soil conditions should be anticipated. <br />It should be noted that standard penetration test borings with <br />power equipment were not taken to evaluate the soils at depth. <br />However, the soils which were visible and the results of the hand <br />auger probes indicate that the risk of detrim `al settlement due <br />to poor soils at depth is very small and we, taus, recommend that <br />it be assumed by the owner. The cost for taking soil borings to <br />better define that risk does not appear warranted. <br />GENERAL <br />Services performed by the geotechnical engineers for this project <br />have been conducted in a manner consistent with that level of <br />care and skill ordinarily exercised by members of the profession <br />currently practicing in this area under similar budget and time <br />restraints. No warranty, expressed or implied, is made. <br />We appreciate the opportunity to be of assistance to you. If we <br />can provide additional services, please feel free to contact us <br />at your convenience. <br />Very truly yours, <br />BRAUN ENGINEERING TESTING, INC. <br />Amy N `5 <br />Perry strom <br />Senior Engineering Assistant <br />Ja s J.�`C�ra'g Jr.,� .E. <br />D'rector of/ Engi eying <br />PLE/JJC:gec <br />TM. .VP tonl.... , .. ,r (f•f •..... i., r r r ..... . �. 1.... n � rt,l.� . <br />BRA <br />Make <br />.. I•.r .. •. .•• `�t nN•• <br />