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Mater Dei High School October 20, 2023 <br />Proposed Dance Studio, Santa Ana, California Project No. 3204.I <br />3204-I-01R (10/23) 3 <br />3.0 SITE CONDITIONS <br />3.1 SURFACE CONDITIONS <br />The location of the proposed studio is currently occupied by asphalt concrete pavements <br />within the school. The area was occupied by a previous building that appears to have <br />been demolished sometime between 2006 and 2007. The school is bounded by West <br />Edinger Street on the north, residential homes and Baker Street on the east, residential <br />homes on the south, and South Bristol Street the west. Within the school, the dance studio <br />is bounded by the existing gymnasium on the north, a pool on the east, small buildings <br />and a baseball field on the south, and a parking lot on the west. <br />The ground surface elevation at the site is relatively flat with elevations ranging from +56 <br />to +59 feet. <br />3.2 SUBSURFACE SOIL CONDITIONS <br />Our field investigation disclosed a subsurface profile consisting of undocumented fills <br />soils overlying natural soils. Detailed descriptions of the conditions encountered are <br />shown on the Logs Borings in Appendix. <br />Fills were encountered in the boring to depths of approximately 2 to 2½ feet below existing <br />grades. The fills consisted of clays and silty clays at our boring locations. Documentation <br />regarding the placement and compaction of the fill soils was not provided. <br />The underlying natural soils consisted of sands, silts, clays, and their mixtures. In general, <br />the sandy soils are loose to medium dense while the silty and clayey soils are soft to stiff. <br />The natural soils generally exhibit low to moderate strength and moderate compressibility. <br />The soils in the upper 5 feet of the soil profile have medium expansion potential. <br />3.3 GROUNDWATER AND CAVING <br />Groundwater was encountered at a depth of approximately 9 feet in our borings. <br />Historical groundwater has been reported by the State at a depth as shallow as 5 feet <br />below existing grades (CGS, 1997). <br />Caving was not observed in the hollow-stem auger used for drilling. Caving of the loose <br />granular soils should be expected. <br />1202 W Edinger <br />Ave10/3/2024