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David G. Hanson E-2133 <br /> October 26, 1983 Page Three <br /> reeiated by passive pressures equivalent to three hundred (300) <br /> pef fluid preasure acting over one and one-half timea the pier <br /> diameter embedded into the dense load bearing soil• <br /> Additional Servicea <br /> It is recommended that E<<rth Consultants, Inc• be retained to <br /> obaerve the inatallation of the pier. 8ecause of the nature of <br /> thie project and the variable soil conditions, we do not accept <br /> reaponsibility for the perform�.nce of `he foundation unless we are <br /> retained to provide construction observation servicea. Thie is to <br /> observe compliance with the design concepts and reco�nendations <br /> and to allow design changes in the event subaurface conditions <br /> differ from those anticipated prior to the atart of construction• <br /> We ' trust this information is sufficient for your present <br /> needa. If you have any queations, please contact us. <br /> ��...•�� Respectfully submitted, <br /> ••�g R. F/�y� � <br /> �,�,�` � F/-ti�� EARTH CONSULTANTS, INC. <br /> � n <br /> i ~',� ✓9 � �s.�y /' �� / <br /> j � M � � �• ' . <br /> Z .� ,;,�y s ,rames R. Finley, Jr. , P• E. <br /> �i� ���are�E°,+rtl� Chief Eugineer <br /> • �1' ... <br /> JRF/ba '��.,�At EN���: : <br /> j <br /> � <br /> Encl: Plate 1 � <br /> � � (� [� � � � D <br /> SEP 1 ,'; iciy�# } <br /> CITY OF EVERET.T� � <br /> lit ,,:-.�iion pzAt� <br /> i <br /> , <br /> Earth Consultants, Inc. <br />