Laserfiche WebLink
of safery exceeding the minimum required factor of safety of 1.30. The results of the stability analysis aze shown <br />and summarized in Appendix A. <br />LIMITATIONS <br />This report has been prepazed in accordance with generally accepted soil and foundation engineering practices <br />in this azea for use by the client for design purposes. The conclusions and recommendations submitted in [his <br />report are based upon the data obtained from the exploratory test holes drilled at the approximate locations <br />shown on the site plan. The va[ure and extent of variations between the exploratory boles may not become <br />evident until [be excavations are completed. If during [he construction, [be soil, rock and grotmdwater <br />conditions appear to be different From those described herein, a reevaluation of the recommendations should <br />be made. We recommend [hat the construction of the earth embankments be under the continuous inspection <br />of a competent soils engineer to insure the appropriate use of the correct soils as well as proper placement and <br />compaction. Continuous supervision also permits a careful study of the conditions exposed during excavation <br />and it is possible to recognize underseepage problems not indicated during the field investigation. <br />It 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 construction of the project. It is advisable that a <br />contractor familiar with construction details typically used for the local subsoils and climatic conditions be <br />retained to build the structure. If you Gave any questions regarding this report or if we may be of further <br />service, please do not hesit a to contact us. <br />Sincerely, A <br />NORTHWEST COLT <br />H old N. S cht, P <br />G <br />Reviewed by Bri <br />INC. <br />Job No. 97-J000 Nonhwcst Colorado Consultants. Inc. <br /> <br />~ J <br />.. <br />ter: <br />Page 6 <br />