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0 <br />1.25 <br />2.5 <br />3.75 <br />5 <br />6.25 <br />7.5 <br />8.75 <br />45 <br />43.75 <br />42.5 <br />41.25 <br />40 <br />38.75 <br />37.5 <br />5/6 <br />5/6 <br />5/6 <br />4/6 <br />4/6 <br />4/6 <br />4/6 <br />4/6 <br />4/6 <br />4/6 <br />4/6 <br />4/6 <br />5/6 <br />5/6 <br />5/6 <br />SC <br />SC <br />SC <br />SC <br />SC <br />Clayey fine Sand, Medium dense, <br />brown, moist. <br />Clayey fine Sand, loose, brown, <br />moist. <br />Clayey fine Sand, loose, brown, <br />moist. <br />Clayey fine Sand, loose, brown, <br />moist. <br />Clayey fine Sand, medium dense, <br />brown, moist. <br />10 <br />8 <br />8 <br />8 <br />10 <br />1 <br />2 <br />3 <br />4 <br />5 <br />TEST BORING LOG <br />BORING NO.: BH-2 <br />PROJECT :Detached ADU <br />CLIENT :Carlos Gonzalez DATE FINISHED :03/08/2025 <br />LOCATION :2234 S. Lowell St. Santa Ana, CA 92707 GEOLOGIST :S.D. <br />ELEVATION :46 ft.GWD :N/A GWL :N/A DRILLER :M.D. <br />BORING NO.:BH-2 SOUTH:TOTAL DEPTH : 8 ft. <br />PROJ. NO. :25-R-109 WEST:PAGE 1 OF <br />ELEVATION/ <br />DEPTH <br />SOIL SYMBOLS, <br />SAMPLERS <br />AND TEST DATA <br />USCS Description SPT <br />(N) <br />WC <br />(%) <br />LL <br />(%) <br />PI <br />(%) <br />LL <br />(%) <br />REC <br />(%) <br />Sample <br />No. <br />1