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<br />~ -6 <br /> <br />SP86-009 <br />Printing Enterprises, Inc. <br /> <br />- 2 - <br /> <br />March 24, 1986 <br /> <br />settlement, corrective earthwork andlor a pile supported struc- <br />ture is recommended. Based upon the available subsurface data t <br />it appears that the degree of remedial action required could be <br />reduced by shifting the proposed building location eastward. <br />Additional borings should be performed if the planned build ing <br />location is moved. For the results of this investigationt along <br />with our engineering analysis and recommendations, we direct your <br />attention to the attached report. <br /> <br />It has been a pleasure performing these services for you. If we <br />can be of assistance in answering any questions or in providing <br />additional engineering and testing services, feel free to contact <br />us at your convenience. <br /> <br />Very truly yours, <br /> <br />BRAUN ENGINEERING TESTING, <br /> <br />C\Oil) ~ . ,lJ\Q~ ~, <br />':rf s. <br />Jon E. Scharf <br />Engineering Assistant <br /> <br />bt <br /> <br />~"- <br />~ <br /> <br />David R. <br />Resident <br /> <br />JES: DRH: sah <br /> <br />Enclosures <br /> <br />cc: S. Seaman & Assoc. <br />Attn: Mr. Seneca Seaman <br /> <br />Preco Development, Inc. <br />Attn: Mr. Gary Quam <br /> <br />Copeland-Mithan <br />Attn: Mr. Robert Copeland <br /> <br />Braun Engineering Testing, Inc. <br />(Minneapolis) <br /> <br /> <br />INC. <br /> <br />Hausler, P.E. <br />Engineer - St. Paul <br /> <br />The content of this report and supporting documents are for the exclusive use of the addressee. In the absence of our pI lor wrillen approval <br />we make no represe'1tation and assume no responsibility to any other parties regarding such content. <br /> <br />lORJIunJ <br />