6605 HARDESON RD BASE FILE 2016-01-01 MF Import

APPENDIX A E-8349 Our subsurface expioration was performed on August 31, 1998. Subsurface conditions at the site were explored by excavating four test p(ts to a maximum depth of sixteen (161 Feet below existing grade. The test pits were excavated by Northwest Excavating subcontracted to ECI, using a trackhoe. Approximate test pit locatfons were determ(ned by pacinp from features depicted on the aits plan provided by the client. The app:oximate test pit elevations were estimated relative to each other. The locations and elevations of the test pits should be considered accurate only to the degree impl(ed by the method used. These approximate locationa are shown on the Boring Location Plan, Plate 2. The field exploration was conttnuously monitored by a staff geolopist from our ftrm who classffied the soils encountered, maintained a log of each test pit, obtained representative samples, and observed pertinent site features. All samples were visually classifted in accordance with the Unified Soil Classification System which is presented on Plate A1, Legend. Representative soil samples were placed in closed containers and returned to our laboratory for further e�xamination and testing. Logs of the test pits are presented on Plates A2 throuph A5. The final logs represent our interpretations of the field logs and the results of the laboratory examination and tests of field samples. The stratific,�tion lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. ErN Cawuh�w, Mw.