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. �. , <br /> CASCADE GEOTECHNICAL <br /> FeUruary 25, 1985 <br /> Cert. No. BS?-1N� <br /> Rob' s Electric <br /> Page 3 <br /> Yeat was found in all test pits above the clayey eilt . The peat <br /> was dark brown to black in coloz, saturated and loose in state. The � <br /> peat was one to one and one half ( 1-1/2 ) feet in thickness. � <br /> I'i'.1 was encountered in all test pits. 'I'he fill �vas a silty sand, <br /> gray Urown in color with gravel, large concrete and asphalt debris, y � <br /> logs and metal building debris. 'I'he fill was saturated to moist and �, � <br /> � <br /> loose in state. 'I'he fill ranged in depth from the surface to seven � <br /> (7) feet in test pit 1, to five (5 ) feet in test pit 2, to six (6) � <br /> feet in test pit 3 and to eight (8) feet in test pit 4• � <br /> F� M <br /> GROUhD WATLR � z <br /> � <br /> See a es were enco�ntered in all test y see- � N <br /> p g pits. Moderate to heav o � <br /> Pages were seen in test pits 1, 3 and 4 at the following depths below � <br /> the surface sir. (6 ) feet, eeven (7 ) feet and eight (8) feet . Minnr � �, <br /> � <br /> seep,ege was seen at six (6) feet in test pit 2. � � <br /> � <br /> Caving occured in all test pits within the fill. General.ly tlie cav- � <br /> ing occured when seepaqes were encountered. <br /> � <br /> iGNCLUSIONS I�IdD RLCOMMENDATIONS � <br /> H <br /> N <br /> Based upon the data obtained during our study and our understanding � <br /> of the proposed development, we believe that the proposed develop- � <br /> ment can Ue succussfully completed provided that the following recom- <br /> niendations are adopted. <br /> we wou1�3 nut recommend the use of spread footin5 foundations placed <br /> on thc presently existing soil nor the construction of a structural <br />