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Design Report <br /> Daniels Sand Wash Fines Pit <br /> 9/21/2016 <br /> Page 5 of 5 <br /> based on our understanding of the project elements and geometry at this time and in <br /> accordance with generally accepted engineering practices common to the local area. <br /> In the event that changes in the nature, design, or location of the planned construction are <br /> made, the conclusions and recommendations contained in this report should not be considered <br /> valid, unless the changes are reviewed by Brierley and the conclusions of this report are <br /> modified or verified in writing. <br /> Discussions of soil/bedrock and groundwater conditions described herein are based on <br /> subsurface information obtained from widely spaced test borings. Hence, prospective <br /> Contractor's for this project should expect variation in physical properties for the various <br /> geologic strata encountered. Boundaries between soil and/or bedrock types presented our test <br /> boring reports are approximate and transitions between material types may be gradual. <br /> Subsurface conditions, especially degree of weathering, soil and bedrock consistencies and <br /> groundwater levels may change with time. <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. <br /> BRIERLEY <br /> ASSOCIATES <br /> Creating Space Underground <br />