4102 RUCKER AVE SAFEWAY FUELING STATION 2016-01-01 MF Import

GEOTECHNICAL ENGINEERING STUDY Inform, Inc May 9, 2002 LIMITATIONS E-8493-5 Page 13 Our recommendations and conclusions are based on the site materials observed, selective laboratory testing and engi�eering analyses, the design information provided us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level oi care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based on the data obtained from the borings within the vicinity of proposed fueling station. So�l and groundwater conditions between the borings may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. II variatlons do appear, ECI should be requested to reevaluate the recomme�dations of this report and to modily or verify them in writing prior to proceeding with the Construction. Addkional Sorvicei As the peotuchn�cal enpineer of record, ECI shoulA be retained to perform a general review of thc final desipn to vari(Y that the earthwork and foundation recommendations have been properly imerpreted and implemented in the desipn and the construction spocilications. ECI should also be retained to provide peotechnical services durinp construction. This is to observe compHance with Uie desiqn concepts, specifications or recommendations and to allow desipn chanpes in the event subsurlace conditions dif(er irom those anticipated prior to the start of construction. We do not accept responsibility tor the pertormance of thn_ loundation or e�nhwork unless we aro reteined to raview tho construction drawings <7nd speclficaUons, ��nd to nrovide construction observation and testing services. LB�ih Cnn�ullnnlY. Inr.