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4620 SEAHURST AVE 2020-05-20
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4620 SEAHURST AVE 2020-05-20
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5/20/2020 2:34:03 PM
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5/20/2020 2:31:33 PM
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Address Document
Street Name
SEAHURST AVE
Street Number
4620
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March 7, 2011 <br /> Mr. Paul Thompson/Kolbear, Inc. <br /> L&A Job No. 11-001 • <br /> Page 17 <br /> RISK EVALUATION STATEMENT <br /> The subject site is underlain at shallow depth by fresh, very-dense till and dense advance <br /> outwash soils. These basal soils are of high shear strength and the site should be quite stable. <br /> Proper and adequate erosion mitigation and surface and groundwater drainage control are key to <br /> maintain site stability during and after completion of construction. It is our opinion that if the <br /> recommendations in this report are fully implemented and observed during construction and <br /> following the completion of construction, the'areas disturbed by construction will be stabilized <br /> and will remain stable, and will not increase the potential for soil movement. In our opinion, the <br /> risk for damages to the proposed development and from the development to adjacent properties <br /> from soil instability should be minimal. <br /> LIMITATIONS <br /> This report has been prepared for the specific application to this project for the exclusive use by <br /> Kolbear, Inc., and their associates, consultants and contractors. We recommend that this report, <br /> in its entirety, be included in the project contract documents for the information of the <br /> prospective contractors for their estimating and bidding purposes and for compliance with the <br /> recommendations in this report during construction. The conclusions and interpretations in this <br /> report, however, should not be construed as a warranty of the subsurface conditions. The scope <br /> of this study does not include services related to construction safety precautions and our <br /> recommendations are not intended to direct the contractor's methods, techniques, sequences or <br /> procedures, except as specifically described in this report for design considerations. <br /> Our recommendations and conclusions are based on the geologic and soil conditions encountered <br /> in the test holes, and our experience and engineering judgment. The conclusions and <br /> recommendations are professional opinions derived in a manner consistent with the level of care <br /> LIU & ASSOCIATES, INC. <br />
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