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KL E/NFEL DER <br /> '­ph(^r oF`c AgY.t SPu:ronf. <br /> 12 LIMITATIONS • <br /> The conclusions and recommendations of this report are for design purposes for the proposed <br /> Shop Structure project as described in the text of this report. The conclusions and <br /> recommendations in this report are invalid if: <br /> • The assumed structural or grading details change <br /> • The report is used for adjacent or other property <br /> Any other change is implemented which materially alters the project from that proposed at the <br /> time this report was prepared. <br /> The scope of services was limited to one soil probe and two in situ percolation tests in the <br /> proposed septic system area. It should be recognized that definition and evaluation of subsurface <br /> conditions are difficult. Judgments leading to conclusions and recommendations are generally <br /> made with incomplete knowledge of the subsurface conditions present due to the limitations of <br /> data from field studies. The conclusions of this assessment are based on one soil probe (boring <br /> P-1) drilled in the proposed septic system area to a depth of about 25 feet and two in situ <br /> percolation tests performed at depths of about 3 and 25 feet below existing site grade. <br /> Kleinfelder offers various levels of investigative and engineering services to suit the varying needs <br /> of different clients. Although risk can never be eliminated, more-detailed and extensive studies <br /> yield more information, which may help understand and manage the level of risk. Since detailed <br /> study and analysis involve greater expense, our clients participate in determining levels of service <br /> which provide information for their purposes at acceptable levels of risk. The client and key <br /> members of the design team should discuss the issues covered in this report with Kleinfelder so <br /> that the issues are understood and applied in a manner consistent with the owner's budget, <br /> tolerance of risk, and expectations for future performance and maintenance. <br /> Recommendations contained in this report are based on our field observations and subsurface <br /> explorations, and our present knowledge of the proposed construction. It is possible that soil or <br /> groundwater conditions could vary between or beyond the points explored. If soil or groundwater <br /> conditions are encountered during construction that differ from those described herein, the client <br /> is responsible for ensuring that Kleinfelder is notified immediately so that we may reevaluate the <br /> 20173772.001A/ST017R57809 Page 13 of 15 April17, 2017 <br /> ©2017 Kleinfelder www.kleinfelder.com <br />