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Cq�qpE GEOTECHNICAL ING. <br />Job No. 94U7-04d <br />August S, 1994 <br />(4) to twenry (2�) feet. <br />It must be understood that this type of pile foundadon would not provide significent tupporc <br />�gains� latecat loads. Permaaent corre�tion will nquire a solution whnc�hTPN a���� �n <br />latecat lo4ds, we should be enBaB°d W W°rk �� �e structural a+►B <br />altemadves. <br />�tye recommend that we be engaged W obsen'° �° �s�lation of the dtivini of U►e stxl PIPe <br />�p ��p beacing soiL In addition, we r.xommend that we nview the build'mB ple�►f Pdor to <br />pite placement. <br />� ��� ��-�� <br />Sina t6e till is in some danaec of moving dramadcally downhill under uvere storm or <br />�thqualx conditions, we urge that the ProPo� �'� 7oist floor be carried ��1e build�►B <br />foundadon and that the founda6on remed►atio�► b� desi¢ned t° accommoda� �at load. <br />c 1 r.,r�rim Sione Stsbi�i acion <br />�n order to minimiu the potential for f�:. �� �S�iliry or erosion of che iil1 sl°P� 1°�� °orth <br />of the e�usting house, we recommrnd �at the existing uncontrolle� fill stope and yud be <br />��red with an impermeable plastic sheet, <br />Vye recommend that the plastic lina conust of a minimum thirty (30) mil Fi�DE (h':h density <br />polyothylene) black piastic liner. The liner should be a�� ���� e�ge of the <br />ptea, along the foundation perimeter and acrou the yar , <br />� <br />r <br />; :I <br />„•i <br />