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09/24/2001 13:50 6049217727 INTEGRAL:EELKCt'" PAGE 03/05 <br /> When necessary, excavatiuns extended to che depth required to remove unsuitable fil] soil and <br /> fill depchs in these areas were greater chan the minunum recomm�ended 4 feec In our opi �ion, <br /> struetures can• now be erected on the building pad° using conventioual �foundatioqs as <br /> recommended in our referenced report. Two lo�s, C-1 and C-2 sci11 require remr,dial <br /> improvement of foundation conditions prior to building constructic+r. � <br /> In our opinion, long-term settlement performance of thc stru�rure; supported on the pre�ared <br /> building pads should be in conformance with the recom*nenda�ions oi our original report.� We • <br /> recommend that we be allowed to revie�ti� foundation excavations to confirm thac suitable �oils <br /> are provided prior to reinforcing steel and concrete placement. <br /> We hope this information serves your present needs. 5hould you have any ques[ions or requize <br /> futther information, please do not hcsitate to call at your ear(iest con��enicnce. <br /> Sincerely, � <br /> ASSOCIATEA EARTH SCYENCES, INC. <br /> Kirklaad, Washiagton <br /> . ~r-��ij,,� . II <br /> � <br /> i � <br /> J^ F Ar,r��i3�v • � <br /> �'�� ���$ PC,�j� � I <br /> ,� '1� � 7f <br /> �, ' • � � <br /> A Alif, i o. . . <br /> ,a 6•, aJ�1.4. � <br /> -ry�csT�:�;��: �• • <br /> }" YA�� <br /> ���� 11l2D/ � . � . <br /> Kurt A. Mcrciman, P.E. I� <br /> Senior Associate Engineer i <br /> . i <br /> , <br /> • Enclosure: Figure 1. Reporc dated Sepcember 24, 1998 - � <br /> � � <br /> KD,Y,��� - � � <br /> KE96:p;G1 . � <br /> ���N'P'�Ga19-0)-H':K � ' . <br /> 2 <br /> . C�/5> <br />