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1. FI. KLE1NFELDER & ASSOCIATES <br /> File No. 5-1147-27 <br /> A ril 19, 1974 <br /> S IX <br /> We have *performed no permeability tests for this investi- <br /> gation. However, we. ha. ve -made an estimate of the permeability <br /> of the differentatrata encountered, basad on the gradation <br /> teats and our experience. Our estimate of the pe abilities <br /> R of the soils are as follows: <br /> Soil DescrIption, Permeability cm./sc. <br /> Dark-Brown Silty 10-7 to 10-8 <br /> - <br /> Clay <br /> Tan .Silty Fine 10-5 to 10-5 <br /> Sand <br /> Ten C S It a 10- <br /> SandyThe permeability characteristics rcter istic>s of the rubble soil fill <br /> are difficult to east te.. It is our professional opinion <br /> that the sanitary landfill probably contains some voids, <br /> 171 and could be quite perme <br /> able. <br /> LIMITATIONS <br /> .. T he to presented in this report are based on the <br /> results of the three tet borings drilled at this site at <br /> the approximate locations shown on the Plot Plan, Plate I. <br /> `._. It is possible that the soil conditions could vary between <br /> the points explored. Our report is prepared based on the <br /> s data obtained from ima field explorations and laboratory <br /> • <br /> tests. <br />