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significant contamination was observed and the in-place consistency <br /> appears to range between moderately compact to compact. <br /> The remaining portion of the proposed project site (Main <br /> Street Center and the surface-level parking lot) probably contain some <br /> quantities of fill material from when these areas were constructed. The <br /> vacant parcel probably contains very little if any, fill materials. <br /> Except for some shallow subsurface fill material, the soil of that <br /> portion of the project site south of Fashion Square Center probably <br /> consists of Santa Ana River alluvial deposits as is characterized by the <br /> soil underlying the parking structure. <br />4 <br /> 5.2.2 Impacts <br />-I <br /> Project Impacts <br /> Since there were no identified soils and geology constraints <br /> or problems with the Fashion Square Center parking structure, it is not <br /> anticipated that there will be any adverse soils and geology impacts <br /> associated with the proposed project. Any potential impacts that may <br />.1 <br /> occur would probably be mitigated with proper engineering techniques. <br /> As indicated in the Participation Agreement, "it shall be the <br /> sole responsibility of the participant, at the participant's expense to <br /> investigate and determine the soil and seismic conditions of the <br /> participation parcel and sales parcels and its suitability for the <br /> development to be constructed thereon." <br /> The Participation Agreement also states that "it shall be the <br /> sole responsibility of the participant, at the participant's expense, to <br /> do all work necessary to demolish, grade, clear, and prepare the <br /> Participation Parcel and Sales Parcels and to investigate and detennine <br /> the soil conditions of the Participation Parcel and Sales Parcels and <br /> 59