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� <br /> r <br /> h <br /> � <br /> I GEOT�ECHNICAL ENGINEERING STUDY N <br /> Told Development E�888 � <br /> I May 8, 1990 Page 9 <br /> r <br /> ' I <br /> The recommendations submitted in this report are based upon the data obtained from the <br /> test piu. Soil and groundwater mnditions between test pits may vary from those <br /> ' encountered. The nature and extent of variations between our exploratory locations may not <br /> become evident until construction. I[ variations then appear, ECI should be requested to <br /> reevaluate the recommendations of this report and to modify or verify them in writing prior <br /> ' to proceeding with the construction. <br /> �,dditional cPn•ices <br /> � We recommend that ECI be retained to perform a general review of the final design and <br /> speci6cations to verify that the eanhwork and foundation recommendations have been <br /> ' properly interpreted and implemented in the design and in the construction specifications. � <br /> We also rerommend that ECI be retained to provide geotechnical services during <br /> , rnnstruction. This is to observe compliance with the design concepts, specifications or <br /> recommendations and to allow design changes in the event subsudace conditions differ from <br /> those anticipated prior to the start of conswction. <br /> � j <br /> t' <br /> � <br /> � <br /> � <br /> � ' <br /> ' <br /> r <br /> � <br /> � <br /> ' Eerth Consultente, Inc. <br />