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The non-organic, silty granular fill soils are suitable as structural fill material provided they <br /> are placed during periods of dry weather(i.e., at or very near their optimum moisture <br /> content). If the site soils cannot be used for fill, due to their moisture conterk, it would be <br /> prudent to import a clean granular material free of organics and other deleterious material <br /> for structural fill. A clean import soil should contain no more than 5 percent (by weight) <br /> material passing the US No. 200 sieve. A material of this type may be successfully placed <br /> and compacted under a wide variety of weather conditions. However, even with a select <br /> fill, delays due to inclement weathL- may occur. <br /> The integrity of building foundations and other structural elements depend on proper site <br /> preparation and construction procedures. We are available to provide geotechnical <br /> engineering services during earthwork and foundation construction phases of the project. <br /> If variations in the subsurface conditions are observed at that time, we would be able to <br /> provide additional geotechnical recommendations as the project develops. <br /> Sincerely, <br /> Land Technologies <br /> WusN�N% nt. <br /> Peter R. Moon, P.E. I X24640 <br /> Principal Engineer �brst�`trr <br /> I NA%. <br /> txnrtu 61141 <br /> Attachment: Modified Proctor Maximum Dry Density Test Results <br /> Cascade Testing Laboratory, Inc. <br /> cc: Les Wear <br /> 3 9/ 18/95 <br /> geo t ec h\h e r i to gc.d oc <br />