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Hazeltine/Road Runners Rest II/Brinkmann-Woodward Gravel Pits Lining Project- Design Technical Memorandum <br />Denver Water <br />August 2003 <br />Section 6 -Limitations <br />The intent of this report is to present the assumptions, models, material properties, and results <br />of analyses that have been conducted by GEI Consultants, Inc. for Denver Water for use in <br />evaluations, design, and construction of a soil-bentonite cutoff for the Hazeltine, Road Runners <br />Rest II, and Brinkmann-Woodward Gravel Pits reservoir. The analyses are based in part on <br />data collected by GEI Consultants, Inc. and presented in two eazlier data reports. Summary <br />information is provided only to assist in understanding the general subsurface conditions at the <br />site. <br />The exploration methods employed indicate subsurface information only at the specific <br />locations where samples were obtained, only at the time they were obtained, and only to the <br />depth penetrated. Samples cannot be relied on to accurately reflect variations in strata that may <br />exist between sampling locations. <br />' The nature and extent of variations in strata and groundwater conditions between borings may <br />not become evident until construction. Timely and comprehensive inspection and evaluation <br />' of actual conditions supported by appropriate testing during construction will be critical, as <br />variations from anticipated conditions maybe encountered. <br />' Our professional services for this project have been performed according to generally accepted <br />engineering practices at the time and location this work was performed; no other warranty, <br />express or implied, is made. <br />' GEI Consultants, Inc. 25 D~OS00~0~-~1 IA-Hazdune [ksien T\1 <br />