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· Lateral spreading of the site due to seismic shaking is not likely. <br />· Surface disruption and manifestation, as a result of site liquefaction, are not likely. <br />- <br />No faults or landslides are known to cross/exist on the subject site development <br />area. <br />· Site soils tested are low to high in expansion potential (per Table 18-I-B of the 1997 <br />Uniform Building Code) and low in sulfate content (per Table 19-A-4 of the 1997 <br />UBC). <br />TDe recommendations-Efesented in.this report should be incorporated into the <br />design and' construction considerations of the project. = <br />The opportunity to be of service is greatly appreciated. If you haVe any questions <br />concerning this report or if we may be of further assistance, please do not hes iiate-to--* <br />contact the undersigned.*RBEe><--7,r 3 2«91 <br />lile \Respectfully submitted, ,C <br /> a 1 2051 4 Iaine·j , 1 <br />W..ling j jG•n-Rnil= Inr *LE j - i <br />€04399>/8 < No 569I e-6,2,-640- -I <br />Edmond Vardeh Fred AflakianCivil Engineer, RCE 56992 OV/L Engineering Geologist, CEG 2051 <br />t- <br />4 (1:12 FAED E ft<Ck_ O, Cn S <br />Reviewed by: <br /><t < FREDERICK CURTIS '\ -NO. 1044 <br />CERTIFIED <br />ENGINEERING <br />6E0LIST Dharma Shakya, Ph.D. <br />DY U /3, *77- Civil Engineer, RCE 55172422 OF CA\-\F FOFESSOEV/FA/DXS/agw #/0.---'% 1, 1/4&*An. 84(05&ba <br />\ En{ <br />31ST€,GNEEDistribution: (5)Addressee _ <br />(1) Tildin Engineering; Attn: Mr. Farid Dinari a WT No. C-0551/z , 0,• <br />Pacific Development Group <br />File:\serverandree\4900\497681.foundshopctr <br />W.O. 4976-Al -OC <br />Page Two <br />GeoSoils, Inc. <br />¢