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02-27-2002 Council Agenda
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02-27-2002 Council Agenda
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FEB 14 '02 05:34PM BRAUN INTERTEC <br />Drywall Supply, Inc. <br />BBXX- 02 -010A <br />January 29, 2002 <br />Page 11 <br />P.15/24 <br />D.2. Soil Classification <br />Soils encountered in the borings were visually and manually classified in the field by the crew chief <br />in accordance with ASTM Test Method D 2488, "Description and Identification of Soils (Visual - <br />Manual Procedures)." A chart explaining the classification system used is attached. Samples were <br />sealed in glass jars and returned to our laboratory for review of the field classifications by a soils <br />engineer. Representative samples will be retained in our St. Paul office for a period of 60 days to he <br />available for examination. <br />D.3. Groundwater Observations <br />Immediately after taking the Final sample in the bottom of each penetration test boring, the drillers <br />probed through the hollow -stem auger to check for the presence of water. Immediately after <br />withdrawal of the auger, the drillers again probed each hole and noted the depth to water or cave -in. <br />The borings were then backfilled. <br />E. General Recommendations <br />E.1. Basis of Recommendations <br />The preliminary analysis and recommendations submitted in this report are based upon the data <br />obtained from the soil borings perionned at the locations indicated on the attached sketch. Often, <br />variations occur between these borings, the nature and extent of which do not become evident until <br />additional exploration or construction is conducted. A reevaluation of the recommendations in this <br />report should be made after performing on -site observations during construction to note the <br />characteristics of any variations. The variations may result in additional construction costs, and it is <br />suggested that a contingency be provided for this purpose. <br />It is recomtnended that we be retained to perform the observation and testing program for the site <br />preparation phase of the project. This will allow correlation of the soil conditions encountered <br />during construction to the soil borings, and will provide continuity of professional responsibility. <br />
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