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ll ,tefial <br /> ovided <br /> The non-organic, silty granular fill soils are suitable as structural eir optimum mo moisture <br /> they <br /> are placed during periods of dry weather (i.e., at or very <br /> clean granular material free of organics and other deleterious material <br /> content). if the site soils cannot be used for fill, due to their moisture content, it would teri e <br /> prudent to import a percent (by weight) <br /> for structural fill. A clean import soil should contain no more than 5 <br /> material passing the US No. 200 sieve. A material of this type maybe successfully Placed <br /> and compacted under <br /> a wide <br /> t weather may Bathe(conditions. However, even with a select <br /> fill, delays due to proper site <br /> depe <br /> procedures. We are available to provide geotechnical <br /> The integrity of building foundations and other structural elements wide <br /> g °n ro ect. <br /> preparation and construction p <br /> phases of the project, <br /> engineering services during earthwork and foundation construction <br /> If variations in the subsurface cal recommendations asahe projecat that trdevelops would be able to <br /> provide additional B <br /> Sincerely, <br /> Land Technologies10 <br /> �� 0�FWASH�ye t <br /> ti <br /> n I '24610 <br /> Peter It. Moon, P.E. RBim�© <br /> Principal Engineer 4 SlONAL <br /> s „au <br /> dified Proctor Maximum Dry Density Test Results <br /> Attachment: ivlo <br /> Cascade Testing Laboratory, Inc. <br /> cc: Les Wear <br /> 9/ 18/95 <br /> 3 <br /> geotech\heritage.doc <br />