Laserfiche WebLink
L <br /> Potential Potential > <br /> co co <br /> vD <br /> Significance Significance <br /> Without Mitigation With N -o <br /> Impacts Mitigation Mitigation Measures Responsibility Mitigation � <br /> 0 <br /> compaction, and the layout of the subsurface - N <br /> drainage systems needed to adequately dewater the <br /> fill. In addition, all improvements to be constructed <br /> on top of or within fills shall be designed in <br /> accordance with the recommendations of the <br /> detailed, design-level geotechnical investigations. <br /> Once a final grading plan has been prepared and <br /> building loads determined, estimates of potential <br /> settlements for the ground-and pile-supported <br /> structures, as well as for downdrag loads, shall be <br /> provided. Following completion of fills, settlement <br /> shall be monitored and improvement plans shall be <br /> modified as necessary. <br /> All recommendations contained in and derived from <br /> the detailed, design-level geotechnical investigations <br /> shall be incorporated into the conditions of approval <br /> for each structure or construction phase,with <br /> implementation enforced by the City throughout the <br /> construction period. In general, these <br /> recommendations are expected to include, but not <br /> be limited to,the following provisions: <br /> • If settlements are found to be excessive, <br /> consider a surcharge program to reduce the <br /> effects of settlement. <br /> • Design ground floor slabs to span between the <br /> pile caps and/or grade beams. Fill should not <br /> be relied upon for support. <br /> • Use flexible connections for utilities entering <br /> buildings in order to protect against breakage <br /> caused by differential settlement. a <br /> m <br /> � CD <br /> -0 ). <br /> S = Significant a m _ <br /> LS = Less than significant - a <br /> SU = Significant unavoidable impact s E o <br /> NA = Not applicable <br /> T:I10695 Pete's Harbor EIR Addendumlrevised addendum no 2ITable 1-1(10695-01).doc <br />