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<br />SP86-009 <br />Printing Enterprises, Inc. <br /> <br />- 11 - <br /> <br />March 24, 1986 <br /> <br />paration of this report. Because of the limited amount of infor- <br />mation available, a number of assumptions were necessary to <br />permit us to make recommendations. If a further soils investiga- <br />tion is not undertaken it is recommended that we be retained to <br />review the final design and specifications to determine whether <br />those assumptions were correct and whether any change in concept <br />may have had any effect on the validity of our recommendations, <br />and whether our recommendations have been. implemented in the <br />design and specifications. If we are not permitted an oppor- <br />tunity to make this recommended review, we will not be liable for <br />any losses arising out of incorrect assumptions, design changes, <br />or misinterpretation or misapplication of the recommendations. <br /> <br />D.3. Ground Water Measurements: Water level readings have been <br />made in -the borings at the times and under conditions stated on <br />the boring logs. This data has been reviewed and interpretations <br />made in the text of this report. However, it must be noted that <br />the period of observation was relatively short and that fluc- <br />tuations in the level of the ground water may occur due to <br />variations in rainfall, temperature, and other factors not evi- <br />dent at the time measurements were made and reported herein. <br />Design drawings, specifications and construction planning should <br />recognize the possibilities of variations. <br /> <br />D.4. Level of Care: Services performed by the geotechnical and <br />material engineers for this proj ect have been conducted in a <br />manner consistent with that level of care and skill ordinarily <br />exercised by members of the profession currently practic ing in <br />this area under similar budget and time restraints. No other <br />warranty, expressed or implied, is made. <br /> <br />l RRIIUUJ <br />