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of 4.5 feet at the test hole locations: At the test pit location it was observed that large <br /> pockets of medium dense sand existed-within the silty clay/clayey silt stratum. This stratum <br /> was underlaid by a stiff sandy clay that extended to the maximum depth explored. For a <br /> more detailed description of the soils encountered see the log sheets. <br /> ns at the date and location indicated and it <br /> The log sheets show subsurface conditio <br /> ii <br /> isnot warranted that they are representative of subsurface conditions at other locations and <br /> times. <br /> Ground water was encountered in all of the test holes. The two hand augured holes ' <br /> were left open overnight and groundwater was measured in them the next day at 32 and <br /> 36 inches. Ground water was seeping into the test pit at a depth of 5.0 feet but the test pit <br /> was backfilled before any water elevation could stabilize. Ground water heights can and will <br /> fluctuate seasonally. <br /> V DESIGN STUDIES AND RECOMMENDATIONS ` <br /> J <br /> From a soil engineering standpoint, it is our opinion that the site is suitable for <br /> construction of the proposed project.' However, all of the conclusions and recommendations <br /> presented in this report should be incorporated in the design and construction of the project <br /> to avoid possible soil and foundation problems. The primary considerations for the subject <br /> fproject is the old loose fill and high ground water that.exist in the proposed building pad <br /> area. <br /> O <br /> E <br /> f x <br />' <br /> 5 <br />