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>•«, <br /> f--. <br /> Carl Pearson JN 95068 <br /> February 20, 1995 Page 6 <br /> LlM1IAI19N$ <br /> The conclusions and recommendations contained in ihis report are based on site conditfons <br /> as they existed at the time of our site visit and previous test pit exploration. If the subsurtace <br /> conditions encountered during construction are significantly different from those antici- <br /> pated,we should be advised at once so that we can review these conditions and reconsider <br /> our recommendations where necessary. Unanticipated soil conditions are commonly <br /> encountered on construction sites. Such unexpected conditions frequently require making <br /> additional expenditures to attain a properly constructed project. <br /> The recc;�mendations presented in this report are �irected toward protection of only the <br /> buiiding from damage due to slope movement. Predicting the eHects of development on <br /> the stability of slopes is an inexact and imperfect science that is currently based mostly on <br /> the past behavlor of slopes with similar characteristics. Landslides and soil movement can <br /> occur on steep slopes before, during, or after construction. The owner must accept the <br /> possibility thst some of the ground on, and above, the slopes could be lost to slope <br /> movement over time. <br /> This report has been prepared for the exclusive use of Carl Pearson and his representatives <br /> for spedflc application to this project and site. Our recommendations and conclusions are <br /> based on the site materials observed end on previous experience with sites that have similar <br /> observed conditions. The conclusions and recommendations are professional opinions <br /> derived in accordance wkh current standards of practice within the limited scope of our <br /> services. No waRanty is expressed or implied. <br /> cr:o�rcu coNsui•rnxrs,iNc. <br />