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Slurry Wall Design Report <br /> Loloff Pit <br /> 5/24/2016 <br /> Page 16 of 16 <br /> 8 TECHNICAL SPECIFICATIONS <br /> The work is to be completed in the accordance with following technical specification sections <br /> provided in Appendix D: <br /> • Section 31 56 00 Soil-Bentonite Slurry Walls <br /> • Section 31 23 00 Earthwork <br /> 9 LIMITATIONS <br /> Boundaries between soil and/or bedrock types presented in our test boring reports are <br /> approximate and transitions between material types may be gradual. <br /> Our test boring reports and related information depicts subsurface conditions only at the boring <br /> locations and at the time of our subsurface investigation. Variations in subsurface conditions not <br /> identified during our subsurface investigation may occur. Subsurface conditions, especially <br /> degree of weathering, soil and bedrock consistencies and groundwater levels may change with <br /> time. <br /> This report has been prepared for Hall-Irwin for specific application to the proposed Loloff Slurry <br /> Wall project as understood by our firm at this time, in accordance with generally accepted <br /> geotechnical engineering and engineering geologic practices common to the local area. No <br /> other warranty, express or implied, is made. In the event that changes in the nature, design or <br /> location of the planned project are made, the conclusions and recommendations presented in <br /> this report should not be considered valid, unless the changes are reviewed by Brierley and the <br /> recommendations presented in this report are revised or verified in writing. <br /> Our analyses and recommendations are based, in part, upon the data obtained from the <br /> referenced subsurface investigation and our experience with similar projects and subsurface <br /> conditions. The nature and extent of variations between borings may not be evident until <br /> excavation and/or construction. If differing conditions from those anticipated based on our <br /> subsurface investigation are encountered, we should be notified immediately to determine if <br /> changes to our recommendations presented herein are warranted. <br /> The scope of Brierley Associates services do not include an environmental assessment and do <br /> not provide an evaluation of the presence or absence of hazardous or toxic materials in the soil, <br /> bedrock, groundwater, or surface water within or beyond the project boundaries. Any <br /> statements in this report or on the test boring reports regarding odors or other unusual <br /> conditions observed are strictly for the information of our client. If not already conducted, we <br /> recommend an environmental assessment of the site be conducted by a qualified professional <br /> prior to initiation of any excavation and/or construction at the site. <br /> BRIERLEY <br /> ASSOCIATES <br /> Creating Space Underground <br />