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~' <br />LIMITATIONS <br />This report has been prepared in accordance with generally accepted geotechnical engineering <br />practices in this area for use by the client for design purposes. The conclusions and recommendations <br />submitted is this report are based upon the data obtained from the exploratory test holes drilled at the <br />approximate locations shown on the logs. The nature and extent of variations between the exploratory <br />holes may not become evident until the excavations are completed. If during the construction, the soil, <br />rock and groundwater conditions appear [o be different from those described herein, a reevaluation of <br />the recommendations should be made. We recommend that the construction of the earth <br />embankments be under the continuous inspection of a competent soils engineer to insure the <br />appropriate use of the correct soils as well as proper placement and compaction. Continuous <br />supervision also permits a carefid study of the conditions exposed during excavation and it is possible to <br />recognize underseepage problems not indicated during the Field investigation. <br />[[ is the responsibility of the owner or his representative to insure that the information in this report is <br />incorporated into the plans and/or specifications and conswction of the project. I[ is advisable that a <br />contractor familiar with construction details typically used for the local subsoils and climatic conditions <br />be retained to build the st cfure. If you have any questions regarding this report or if we may be of <br />further service, please do ~t hesitate to cogtaKus. <br />Sincerely, <br />INC. <br />Brian D. <br />L J <br /> <br />S <br />