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/ <br /> ./� '`� <br /> � :`'� ___ <br /> /� G .,� O L �i i. � , 's: :..v" C. �i ,'.; .::`;,`;,"�:.��: ; <br /> 12N�L� �\'.C. 15"fll PL. • Nrllr��uP, Wusl�iq,�fon ��NOUd • (20(+� GL $-2(IIA <br /> � V 7U,7 p�tii�i[ nnr�uu� • 7acnrna, 11�nshinclm� UA402 • (�Ob� L3R 2•4397 <br /> Jwie 29, 1970 W-398 <br /> I{en Kalin Consiruction Comp:uiy <br /> 2U'l4 SouU� 1?6th <br /> Seattle, Washington �J81at3 <br /> Re: Allowable 13earing Pressure <br /> Recrcational ]3uilding <br /> 1020 West Casino Road <br /> �verett, Was �in� gton <br /> Genllemen: <br /> To insure U�at Uie exterior continuous footings for Uie above <br /> structure were carried down to firm natural ground, an ins�>ector from <br /> our office remained on site during Uie foundation pour. The natural <br /> ground in Uiis case consisted prl�uarily ot a atiff, clayey silt. For <br /> design purposes, we recommend using a maximum allowable bearing <br /> pressure of 2, 000 psf includin� Uoth dead and live loads. 5inr,e the uase <br /> of tlie footings were constructed wiUi a widUi of two feet, d�e foundations <br /> should be calril�le of supporlin6 design loads ot up l0 4, 000 lbs/lin.it. <br /> As the structure ia !o be only one etory, it is doubtful lliat anywliere near <br /> thie maxinmm bearing preasure will Ue required. <br /> Sliould you have any additional queations concerning thie report, <br /> please call at your earlieet convenience. <br /> Respect[ully submitted, <br /> GEOLAIIS, INC. <br /> �^ /// . _ <br /> v�t1 R. Z=�% /ll :' . ` .�• , _� <br /> ." '` ` .-.� <br /> 4).`��� wnsi�,ry` .� lv�` jn jj Zeman, P. E; <br /> , , <br /> ARZ/mh �; ��'„^��.� � <br /> '� i_/ <br /> �' .'. <br /> � Fi �: � � <br /> ����F, a j���� <br /> �SS�D,VAL E�� <br /> ORiCiS Vna Nurl. C��irav�i� • 5nrn� ���♦, C��.i�Onrvu • L�e V�nnn. N�v�n� • Pli.�rvu[. W�a�une�on • i��ow. W�suirmter� • Hono�alu. Hew�n <br />