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Churchill Rcsidence � 1-I501 <br />IOIO Nonh Park Drivc April 10, ?003 <br />Gverett, F'�shington Paee 6 <br />that the recommendations and desien considerat.�ns presented in this report have been properly <br />interpreted and implemented into tl�e project desi� i. <br />The integriry of earthwork, structural fill �lacement, and foundation performance depend <br />greatly on proper sitc preparation and constructic,n procedures. [t is recommended that ZZA be <br />retained to provide �eotecltnical engineering sen�ices during the eart�work and retaining wall <br />construction phases of the project. If variations in �ie subsurface conditions are observed at that <br />time, we would be able to provide additional geotechnical engineering recommendations to the <br />owner, contractor and designers in a timely manner as the project cunstruction progresscs. <br />We appreciate the oppottunity to t• �f service on this project and would be pleased !o <br />discuss the contents of this lettcr or other as�,ccts of this project with you at your convenience. If <br />you have any questions, please do not hesitate to call. <br />Cc <br />Rcspectfully submitted, <br />Zipper Zeman Associates, Inc. <br />n��� ��� �� � <br />James P. Georgis <br />Project Geologist <br />Thomas A. Jones, P. E. <br />rlssociate <br />Peter Chopelas - Cliopelas Sc Associates, inc. <br />19905 J3"' Avenue \Va4 Suite 117 <br />1- I SO l <br />7jpner 7,eman :�ssociates, Inc. <br />Lynnwood, Nashington 9807fi <br />E%PIRES 4/2TlvS <br />(425) /71 — 330M1 <br />�Ilj <br />