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CITY OF SANTA ANA <br />BORING <br />NUMBER1 B <br />PAGE 2 <br />A.G.I. GEOTECHNICAL, INC. <br />Approved <br />78P PERMIT I S S UA N <br />A.G.I. Geotechnical, Inc. 16555 Sherman Way, Unit A Van Nuys, California 91406 Telephone: (818) 785-5244 Fax: (818) <br />CLIENT: Mr. Amir Houriani PROJECT NAME: Proposed I -Story Drive-Thru Restau <br />-ant Building On -Grade <br />Ana <br />PROJECT NUMBER: 32-6235-00 PROJECT LOCATION: 1601-1607 N. Bristol Street Santa <br />DATE STARTED: 08/03/2022 COMPLETED: 08/03/2022 GROUND ELEVATION: N/A CJMAb b1kAETER: 8" <br />EXCAVATION METHOD: 8" Hollow Stem Auger GROUND WATER LEVELS: Not En Qfit@ied <br />DRILLING CONTRACTOR: Choice Drilling SAMPLING METHOD: Autoharnmet, 140" <br />LOGGED BY: CWL CHECKED BY: WFB <br />a <br />z <br />J <br />o <br />' o <br />ATTERBERG <br />LIMITS <br />o <br />Dw <br />U <br />Q <br />w <br />?wZw <br />UO <br />v <br />L <br />MATERIAL DESCRIPTION <br />w <br />W <br />OZ <br />co <br />z <br />> <br />z <br />0� <br />g� <br />CaP, <br />Q� <br />my <br />_ <br />�o <br />000 <br />o <br />Qo <br />g- <br />0 <br />Ca <br />m <br />Alluvium <br />CL/ <br />Sandy Lean CLAY to Clayey SAND <br />SC <br />(Light brown, moist to slightly moist, very stiff <br />8/12/21 <br />16.4 <br />113 <br />132 <br />18.1 <br />or medium dense to dense) <br />5 <br />13/ 16/20 <br />15.3 <br />115 <br />133 <br />17.1 <br />10 <br />10/22/27 <br />12.3 <br />121 <br />136 <br />14.5 <br />15 <br />_X <br />16/17/20 <br />5.2 <br />118 <br />124 <br />16.0 <br />Clayey Medium SAND <br />SC <br />(Light brown, slightly moist, medium dense) <br />Sandy Lean CLAY <br />CL <br />20 <br />8/11/12 <br />26.9 <br />102 <br />130 <br />26.9 <br />(Light brown, moist, very stiff) <br />Total Depth: 21.5' <br />Groundwater Not Encountered <br />2s <br />30 <br />