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STRUCTUF{AL DESIGN ASSOCIATES, INC. II <br /> , , , CONSULTING ENGINEERS <br /> 5630�199TNSTSYJ � P090%�..7GG <br /> LYNNWOOD.WN9NOa[ • nHONC R061115-1n3n <br /> October 14, 1988 <br /> Select Homes ` �I <br /> attn: Mr. Randy Clark � , <br /> P.O. Box 798 <br /> Mukilteo, WA 98275 ' <br /> subject: Inspection of Lot 46 <br /> Larson Park, Division 2, Everett, Wash. <br /> Our Ref. : #84-6SA/FL3 <br /> Dear Randy: <br /> At your request, our office inspected the foundation excavations <br /> at the subject location on October 6, 1988. <br /> The undisturbed soiL with a bearing capacity of 1,500 p.s. f. is <br /> capable of supporting *he anticipated loads. ' <br /> Due to the depih of the bearing soil in the garage area, "lean <br /> mi.x concrete" (3 sar,k cement/cu. yd. ) may be used as structural <br /> fill in the excavations to minimize the foundation wall height. ' <br /> RespectfuZly submitted, <br /> STRUCTURAL DESIGN ASSOCIATES, INC. �I <br /> b% � ' <br /> , <br /> 0 <br /> �FCase Vanden Ende, P.E. , <br /> president <br /> KVE/RJB/Jme <br /> ,- r,�,.�. , �.H:.�� t. ^,c.-�_� r. i:�.r:s c;�=�icn� ni:c �,., ._ _ � . � ir:�. <br /> .. . _ . , , � , , .: � - . a �. . . � ., e . . . . . .. , - . . , � , .. . , � , <br />