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1 <br />QoNsrnucrroN fbsrrNc t f,NcrNEERrNG, INC. <br />I <br />s <br />ENGINEERING, INC <br />sAI{ Dt[Cn, Cr <br />2414 vin l"nd Av.. <br />Suill G <br />Es.ondilo, C 920?9 <br />(760) 74549t5 <br />(?60) 7a69406 ru <br />mEnsrD[, c <br />490 E Pnn.3l.nd Cl. <br />SuiE 7 <br />Comnl' CA 91719 <br />(909) 371.1890 <br />(909) 371.21$ rar <br />},EITTUNA CA <br />16,{5 P..ifr Avq <br />Suit 105 <br />Orr,r( CA 91033 <br />(80r 486-64?5 <br />(8O5) {861$16 t^x <br />uNc srE& cA <br />421t5 l0rh Sr 9. <br />Unir li <br />l.rnc$r.r, CA 9ltY <br />(805) 7269676 <br />(80i) 7264246 rrl <br />T[,ACY. CA <br />392 v. l4h nd <br />Suit 19 <br />Tr.q, C^ 9i376 <br />(209) r3128t{ <br />(209) t392895 r,ll <br />I <br />-1 <br />I <br />NuTech Enterprises, Inc. <br />4749 Oceanside BIvd., Suite J <br />Oceanside, California 92056 <br />Attention: PeteLavelle <br />Subject Report of Soil Investigation <br />2215 South Standard Ave., Proposed Addition <br />Santa Ana, California <br />Dear Mr. Lavelle <br />We are pleased to submit our Soils Investigation for the proposed addition at 2215 South <br />Standard Avenue in the city of Santa Ana. The attached report contains the specifics of <br />the investigation performed and provides conclusions and recommendations pertaining to <br />the geotechnical engineering design aspects ofthe project. <br />Our investigation found that the site consists of approximately l-2 feet of disturbed, dry, <br />silt with sand at the surface, underlain by lean clay. Field exploration activities and <br />laboratory testing indicated that the proposed project is feasible from a geotechnical <br />standpoint, provided the recommendations presented in the following report are <br />implemented during construction. <br />Should additional design information be required during the project development, we will <br />be pleased to provide supplementary recommendations. <br />Respectfully, <br />CONSTRUCTION TESTING & ENGINEERING, INC <br />I <br />:l <br />!1,."wRodney D. Ballard, GE #2173 <br />Geotechnical Engineering Manager <br />a, CEG #2057 <br />Senior Engineering Geologist <br />GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION <br />i <br />J <br />l