1808 MERRILL CREEK PKY 2016-01-01 MF Import

_ � • ..' -- Omniplan �-3592-610 � ' ' July 9, 1998 Page 11 LIMITATIONS Our recommendations and conclusions are based on tho site materials observed, solective laboratory testinc� ancl engineering analyses, the design Information provided us and our experience and enc�ineering judgment, The conclusions and recommendations are professionai opinions derived In a manner r,onsistent with that level of care and skill , ordinarily exercised by othar members of the profession currentiy practicing und�r similar conditions in this area. No ovarranty is expressed or implied. The recommendations submitted in this report are Based upon the soil conditions observad at the site and our construction monitorin�. Soil and groundwater conditions between may vary from those observed, The nature anJ e:ctent of may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations o f chis report and to modiFy or verify them in writing prior to proceeding with tha construction. Ad�tional Services As the geotechnical eng(neer of record, ECI should be retained to perform a ganeral roview of the final desic�n and specifications to verify that the eartfiwork and foundation recommendations have been properly Interpreted and implemented in the design and in tho construction specifications. . ECI should also be retained to provide geotechnical services during construction. 7his is to observe compliance with the desic�n concepts, specifications or recommendations and to ailow dasign changes in th� event subsurface conditions differ from those anticipated prior to the start of r,onstruction. We do not accept responsibility for the performance of the foundation or�arthwork unless we are retalned to review the construc;lon drawings and speclflcations, and to provlde construction oBservation and testing services. E�rth Cao+uhmit�, Inc.