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SUSSURFACS SOIL CONDITIONS <br />The sails encounzered tn the eKcava,,"lors <br />MY fine Sand buried debris IcOse, porous <br />the toryinal sciii consists of a ]'cu'se rj�,re:r <br />Below ;list wyer in the upper 4 W; 5 feet. <br />deposit nypical ttthe <br />a re a . <br />Laboratory test performed an retrieveci sarjp�'�as j,rjqcate r,, <br />densities wo be high with varying je, <br />increased sliahth with depth. 0tt,1z1,"t3; the density <br />s jan"emert if' the OPPec SOMS, in <br />Este, woa:d A expacto-�dt of t=ho�' <br />ct-ure. <br />propo-s(�,d st?ruc <br />!)us to the granular nature of the soils, lziboza-,cry -eni:frjg <br />rensults exhib-"ID:eo' a vary 1'o,"ex'pansiovepu�ential' El is 0. <br />Corrosion potential should be evaluated after init,a_ q ratijnq i.'s <br />COXIM& No free groundwater was encountered in the <br />and none was expected. excavabon <br />'�j <br />observed fron. 5 to e w t�h sl"des was <br />_o sting ground surface, <br />GEOLOGIC CONDITIONS <br />The 'site does not I fit Within --an <br />Zone. This nearest acziVF~ fault is tju, <br />zones located a ' pproximately 15 miles to the r0l-zhCast. A maxir(I <br />c".'redible eartltn�p,ake of magnitude, 6-5,7a the oper a ug <br />sciale, has ceen Calculated for the sys:ewr, <br />This Could correspond <br />to a peak ground acceleration AGA) Of =pp roxima tool 1, 0.554 g, <br />should the epicencor of qualoe be IoCzlt%!d neir the n <br />,�rVation Ground, 1-1��,,tjon <br />the Callfoxiiia Departmsu,j* cl, �CCMsw 1�sf, g <br />Inrerpoiator (2008) with a return period 2% in 50 years, <br />Bowever, the probability of the i. <br />al'cele'ri�c <br />atn at, the i t a <br />should be similar CO S`cutberl'l C81t'ftrcla as a whole, <br />The sails were found to be Me to medim-t z7. ale ino-s, e u r ' a I <br />deposits, a a 1. ' <br />Studies have shewn Vat these ocfujitiolls have a h V <br />probability of lin[Lefa=Wn, ND liquefal, <br />� t a o rm(�3J <br />�,, '�,,�'Udy W,15 perf <br />as Part Of this investigation. The damage from shaklag by an <br />event on near -by 2.,aas. t d WmHar on this IM70perty <br />to any other property in 018 lutmediace .arra Whic","A is cc.nstructed <br />on similar gruunu <br />C3C Sal s-TJic valce�"" <br />A probabilistic seismic hazard C):! <br />he a ,,.".C' .-tam <br />perfor-Ted in accordance with the 2G,13 CBf SCCt.'On 18C2,2,7, <br />These PrObabilISIM; Sai=lo hazard maps azd data files were <br />joint3y prepared by we United States Geb]'., \r ! (Us <br />oSo r' e', GS <br />and Califarnia GeMogi zalSurvey (CGS) an'd can be found maiy <br />be found at the CGS internet site. Annual ground s.ha?ing <br />LnLe'15.' ies at the site MY be substan-ial.1y higlrer -',r lower <br />based op. vatiable a such as Ve noar sz'u?,'cr oiiroe�'.""'Iulvity e'-ffact' <br />depths and consistency ot the ea,,_:_� <br />c ma 'a <br />I _a, topography, <br />, <br />structures, Wrection of Me fault roptcre and seismic <br />wave reflection and/or refraction, and attcrluazion rates of thf <br />seismic energy <br />4 <br />