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09/30/2000 05:13 3506590197 GES INC PAGE 02 <br />C ; GEOTECHNICAL & ENVIRONMENTAL SERVICES, INC. <br />P. O. Box 1031 EveRM, WA 98205 �44 3) s�7AM On ley aa9-0,47 <br />99-11-10 <br />August 29, 2000 <br />Mr. Onwar Jensen <br />Onu\r fenscn Construction, Inc. <br />P.O. Rox 104 <br />Muklmeo, Washington 98275 <br />RE: Confirmation of Bearing Soil for Foundation Support <br />No,ackProperty <br />Jl"Place, Everett, Washington <br />Dear Mr. Jensen: <br />As requested an enginecri'%geologist from GES, Inc. visited the abovereferenced �n J1 � siteon A for <br />20, Aug. 25t° and Aug. 26 , 2000 to view foundation excavation progress <br />foundation support for a new single family residence. Foundation excavation progressed throughout the <br />three days and was completed on Sat. Aug. 26 h, 2000. Exposed bearing soil consists of dense to very <br />dense, red brown to gray brown fine- to coarse -grained Silty Sand to Sandy Silt with gravel (sm-ml, <br />Tne exposed bearing <br />Glacial Till — Qvt), soil is suitable for 3000 psf maximum allowable bearing value <br />as called out for in the site Geoteological Re <br />chnical and Gepart prepared by GES, Inc. dated November, <br />1999. Foundation placement based upon the observed excavation, will also be a minimum loft. from the <br />top -of -slope as called out for in the above referenced geotechnical report. <br />As observed during these site visits, foundation placement and exposed bearing soil far foundation <br />support both meet the recommendations as outlined in the site Geotechnical and Geological Re t. <br />We trust that this letter will meet your current needs. If you have any questions concerning this letter or <br />require additional inspection services, please contact us at your first convenience. <br />Respectfully Submitted <br />Geotechnical and Evlvironmental Services, Inc. <br />Kirk IL Bailty <br />principal Engineering <br />cc: Air <br />Mi. Paul Novaek <br />fjroter/�nica� �°lOBV°(ryTirvirotasenta[E�^esring <br />