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l <br /> Iprotection may be necessary at the poi�t of discharge. UncontroUed discLarge on <br /> slopes avill promote erosion, rapid sediment transport and slope inattbiliry. <br /> � 4) Soils that are W be reused aro�nd the site should be stored in such a manner as to <br /> n+��_�m� erosion. Protcetive measures during the rainy season may include, but are <br /> � not nx.essariiy limited to, covering with plastic shating, the use of low stockpiles in <br /> flat areas, or Ux use of silt fences. <br /> ( 1�.0 4RI MI HA .AR A!:'''':A'�Q1Y <br /> � Strucnual design of the buildings should follow the updaud Uniform Buiiding Code (UBC� <br /> standards for Seismic Zone 3, Siu Ccefficient 1.2 and take into conside.ratioa stress caused by <br /> seismically induced earth shaking. The setback limits described under �he Landslide Ha7ard <br /> iMitigation secdon of this report will be sufficieat to midgate potential seismic hazards. <br /> I13•0 G:BOUND wATF.R a7.aRn �q ATION <br /> I13.1 Ir,certlow MidQation <br /> No significant adverse impacts aze expected, therefore, mitigation measures are noc requitrd, <br /> , 13.2 allow ro md WaLr <br /> � No significant adverse impacts are expected, therefon, mitiga6on measures are not required, <br /> 13.3 Re�jon�l Outw�ah Aq��i, f�r <br /> IThe ground water in the regional outwash aquifer is i�ecpreted to be t�echarged from regional off- <br /> site sources and is overlain by relatively impermeable lodgeme�till or silt sediments. Tl�erefore, <br /> l consa�ucdon at the s:te should have little signi5cant adverse impact on ground water in this Syy�tem� <br /> � and no midgating measures are required. <br /> I <br /> I <br /> � <br /> 1 <br /> '► <br /> 13 <br /> J <br />