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7501 HARDESON RD BASE FILE 2018-01-02 MF Import
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7501 HARDESON RD BASE FILE 2018-01-02 MF Import
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Last modified
2/11/2022 7:29:43 AM
Creation date
2/20/2017 11:57:29 PM
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Address Document
Street Name
HARDESON RD
Street Number
7501
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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CASCADE GEOTECNNICAL INC. <br />June 2, 1994 Job No. 9405-02G <br />8.0 PREIXMNARY RECOA04ENDA17ONS <br />The following geotechnical recommendations are preliminary as they are based on our <br />understanding of the proposed project at this time. We recommend that we be engaged to <br />review the project's plans in order to provide revised, augmented, or additional geotechnical <br />recommendations as required. <br />8.1 Subgrade Preparation and Grading <br />We recommend stripping vegetation, forest duff, or organic -rich soil from only the building and <br />paved areas prior to construction. Organic -rich soil may be stockpiled for later use as <br />landscaping material. Soil stockpiles should not be placed on or near slopes, due to the potential <br />for induced instability of the slope or stockpiled soil. <br />Some of the soils at the site are moisture -sensitive due to the content of fines in the soil. The <br />construction of temporary roadways using quarry spans, compacted fill, or geotextile fabric, may <br />be necessary to minimize the disturbance of the on -site soils and to provide a working surface <br />for construction traffic. <br />If problems with soil conditions are encountered during construction in wet weather, we <br />recommend that we be engaged to provide on -site recommendations for stabilization of wet soils <br />during construction and to observe subgrade preparation and excavation so that soil conditions <br />can be continuously monitored. <br />The heavily wooded nature of the site indicates stumps and root masses may be frequently <br />encountered during grading, utility work, and preparation for foundation placement. Where <br />necessary, the stumps, roots, and other organic material should be removed from the foundation <br />and road subgrade soils while minimizing the contamination of structural fill utilized during <br />construction. Stump craters should be filled to grade with properly placM and compacted <br />structural fill. <br />Though none was encountered during our investigation, it has been our experience that sites <br />containing swampy areas in a glacial terrain often show variably thick deposits of peat or other <br />E <br />
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