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4624 SEAHURST AVE 2018-01-02 MF Import
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4624 SEAHURST AVE 2018-01-02 MF Import
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Last modified
3/11/2022 9:31:50 AM
Creation date
3/9/2017 2:19:18 AM
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Address Document
Street Name
SEAHURST AVE
Street Number
4624
Imported From Microfiche
Yes
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March 7, 2011 <br />Mr. Paul ThompsonfKolbear, 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 />r` <br />
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