1212 GRAND AVE 2016-01-01 MF Import

March 31, 2008 Mr. Paul Tessier L&A Job No. 8A027 Page 16 RISK EVALUATION STATEMENT The site is underlain at shallow depth by dense silty stjnd and hazd fine sandy silt soils. These soils are of high shcar strength in their native undisturbed state and have excellent resistance against slope failures. 1'roper erosion and drainage control is key to maintain site stability. lt is our judgment that provided the recommendations in this repori are fully implemented and observed during construction, the areas disturbed by construction activities will be stabilized and remain stable and will not increase the potential for soil mo�ement. It is our opinion that the risk of dumages to the proposed development and Gom the development to adjacent properties due to soil instability should bc minimal. LIMITATIONS This report has bcen prepared for the specific application to the subject project for the exclusive use by the Mr. and Mrs. Paul Tessier and thcir associates, consultants, and contractors. We recommend that this report, in its entirety, bc included in thc project contract dceuments for the information oC thc prospcctivc contractors for thcir estimating and bidding purposes and for compliance with the rccommendations in this rcport during construction. The conclusions and interpretations in this rcport, howcver, should nol be construcd as a warmnty of the subsurface conditions. 7'he scope of this swdy docs not incluJe services related to cnnstruction safety precautions and our rccommcndations are not intended to direct the contractor's methods, techniqucs, sequ�nccs or procedures, except as s�citically described in this report for design considerations. Our recommcndations and conclusions arc based on geologic and soil conditions indicated on the above-refcrcnced gcologic map and the soil conditions observed on the udjacent Reference Site, our engineering analyses, and our expr;rience and engineering judgmenl. The conclusions and LlU & ASSOCIATES, INC.