7431 EVERGREEN WAY TACO BELL 2018-01-01 MF Import

� GEOTECHNICAL ENGINEERING STUUY Taco Bell Corporation April 29, 1993 Groundwater � E-6140 Page 3 Groundwater was observed at Test Pits TP-1, TP-2, TP-3, and TP-4 at depths ranging from �wo to eleven feet below the existing ground surface. Due ta the granular nature of the s:�bsurface soiis encountered, one may expect fluctuations in the level and volume of groundwater seepage depending on the season, amount of rainfail, surface water runoff and other factors (rypically October thro�gh May). �iz� � , � : � . Laboratory tests were conducted on several reprosentative soil samples to verify or modify the field soil classification of the units encountered and to evaluate the general physical properties and engineering characteristics of the soils encountered. Visual classifications were supplemented by index tests, such as Sieve Analysis ard Attorberg Limits on representative samples. Additionally, moisture content tests were also performed on representative samples. The results of laboratory tests perfcrmed on specific samples are provided either at the appropriate sample depth on the individual Test Pit log or on a separate data sheet cantained in Appendix B. However, it is impartant to note that these test results may not accurately represent the overall in-situ soil conditions; our geotechnical recommendations are based on our interpretation of these test results. In accordance with Taco Bell Corporation requirements, the soil samples for this praject will be discarded after a period of sixty (60) days foilowing completion of this report, unless we are otherwise directed in wriYing. � •� :►� ; • �_►.G1�� Based on the results of our study, it is our opinian that the site can be developed generaliy as planned provided tha geotechnical recommendations contained in this report are incorporated into the final design. The proposed building and trash enclosure can be supparted on conventional shallow spread footings b�aring on competent native soils, or on newly placed ;tructural �II depending on final site grades and the locations of the proposed structures. Earth Consultants, Inc.