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Advanced Mobile Phone Service <br />August 10, 1983 <br />E-2003-1 <br />Page Two <br />(psf). The excavation was based in native medium dense sands and <br />should provide adequate bearing for the proposed antenna founda- <br />tion. A copy of our field memorandum is attached. An engineering <br />geologist again visited the site on July 25 and observed backfill <br />placed around the mat footing. On July 26, the compaction of <br />backfill placed around the mat footing and fill placed in the <br />building slab area was tested. <br />Based on our field density testing and site observations, we <br />feel that the average compaction of 90 percent as achieved in the <br />backfill area is adequate for the backfill. <br />If you have any questions concerning our observations or test <br />data, please call�as._ <br />GK/JRF/ca <br />�S R• FIN -'so Respectfully submitted, <br />; EARTH COONSULTANTS, INC. <br />C�STEP. `ib; James R. Finley, Jr., P. E. <br />Chief Engineer <br />Earth Consultants, Inc. <br />