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�� <br />Page rive <br />8) Eacnrpments and terracea develop in the eideelope due to <br />soil creep along the wet aand/silt contact. <br />9� aiportionfof1the8sitecMse clearede top of the bank, and <br />Soile encountered near the proposed building site tended to <br />grade moderately compact nt a depth of 2.5 Ft., and can be <br />assignet: a saYe allowable soil bearing preeaure of 1,500 P.S. <br />Concluxione and Recommendations� <br />Soil creep along the wet sand/eilt contact is evidanL on ths <br />eite, supporttng evidence is ae followsi <br />1) Soile encountered at depth in test hols 8 Mere eaturated <br />and formed low angle slurries. <br />2) Trees slong the terrnced nrea on the aite were bowed in <br />responee to soil creep. <br />3� toesoilPcreepy(Seetscarpdand�terraceeinraoildlogrl2cphoto). <br />4) Shrinkage cracka folloNing contour Were evident slong the <br />terrace as ehown in the photograph belo�. <br />An edditional burden of sidecaet fill elong the top of the <br />slope may provide additional weight to drive the creep pro- <br />cess. <br />EAqTJ/ AMILYS/S <br />