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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Simons, Li and Associates, Inc, <br />Job Number 6l43J002 <br />Project Portland Flume Reconstruction <br /> <br /> <br />P.E. <br /> <br />Reviewed <br /> <br />b~~ <br /> <br />Kenneth L, Ricker, P,E. <br /> <br /> <br />3, Temporary support and permanent underpinning systems must <br />be designed and constructed such that an existing struc- <br />ture will undergo less than 1/4 inch of total differen- <br />tial settlement during construction. <br /> <br />Limitations: The recommendations presented in this report are <br />based on the assumption that the soil conditions do not deviate <br />appreciably from those disclosed by the test pits. If any varia- <br />tions are encountered during construction or if plans change, the <br />geotechnical engineer should be notified so that supplemental <br />recommendations may be made if required. <br /> <br />If you have any questions concerning this report or if we may be <br />of any additional service, please contact us, <br /> <br />Copies to: Addressee (5) <br /> <br />-14- <br /> <br />@ <br />