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�TRUCTURAL DESIGN AS�CIATES, INC. <br /> , ' CONSULTING ENGINEERS <br /> swo� iaern sr. s.w. v.o. oox s�es <br /> LYNNWO00, WA 98078 • PHONE: 1�)77&)A� <br /> June 10 , 1981 <br /> Finley/Butterfield z <br /> 2907'� Hewitt Avenue � <br /> � <br /> Everett, WA 98206 �' <br /> m <br /> F�1 M <br /> Subject : Bethany Temple 'i �' <br /> Soils Investigation. ,�„ _ <br /> 0 <br /> m <br /> co <br /> mo <br /> To Whom This may concern; " <br /> 03 <br /> m <br /> -� z <br /> The undersigned, professional civil and structural engineer, m � <br /> o z <br /> registered in the State of Ylashington, hereby certifies that on � _ <br /> .. ... <br /> �y� K N <br /> May 29 , 1981, he visited the ,jobsite, while excavations for footings <br /> �4;._ i o a <br /> were progressing. The original soils report had indicated an = � <br /> m �-+ <br /> allowable soil bearing of 6,000 p .s . f. at 6 to 7 foot depths for the �, <br /> or <br /> c� m <br /> very der.se glacial till substratum. m N <br /> The undersigned has determined that at a deotl� between 16" and 36" , �m <br /> � a <br /> 000 s . f. for the medium dense JO <br /> the allowable soil bearing is 3, P• � <br /> x <br /> a <br /> glacial till. _ <br /> � <br /> Footings sizes have been reviewed and revised accordingly anc3 a new N <br /> z <br /> foundation plan has been issued . � <br /> -i <br /> � <br /> m <br /> Respectfully submitted, <br /> Structural Design Associates , Inc . � <br /> by � � � l� � lJ \''1 � D <br /> L1U ' <br /> �����. JU(V �. •� 1981 <br /> Kase Vanden Ende, P.E. �ITY OF EVERETT <br /> President Inspcciion Dept. <br /> KVE/,j me <br /> .. .� . . . _, . . �.. ..� �� . <br /> l.Ll • . . P . R , � . . O � .. .. 4 . . <br /> . I . .. C -�.. �_ ,. _ 0 r.i .� ..i ... . . . . . ,. �. <br />