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<br /> <br />V. LIMITATIONS <br />This report has been prepared for the ZSib Avenue slurry wall for the City of Greeley. This <br />was based on our understanding of project elements and geometry at this time, and in <br />accordance with generally accepted geotechnical engineering practices cotnnton to the local <br />area. In the event that the nature, design, or location of the planned construction changes, the <br />results contained in this report should not be considered applicable unless the changes are <br />reviewed by Haley & Aldrich and the results of this report are modified or verified in <br />writing. <br /> The boring logs and related information depict subsurface conditions only a[ the specific <br /> locations and at the particular time designated on the logs. Soil conditions at other locations <br /> may differ from conditions occurring at the boring locations. Also, the passage of time may <br /> result in a change in the soil conditions at these boring locations. <br /> The stratification ]fines designating the interface between soil types on the logs of borings and <br /> on the subsurface profile represent approximate boundaries. The transition between material <br /> . may be gradual. <br />The scope of our services does not include environmental assessment or investigation for the <br />presence or absence of hazardous or toxic materials in the soil, groundwater, or surface water <br />within or beyond the site studied. Any statements in this report or on the test boring reports <br />regarding staining of soils or other unusual conditions observed are strictly for the <br />information of our client. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />J <br />12 <br />!! <br />