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CITY OF SANTA ANA <br />' ' — BO <br />NG IN MBER PAGE 2 OF2 <br />A.G.I. GEOTECHNICAL, INC. <br />Approved <br />856 FERbVII� ISdSUAN <br />A.G.I. Geotechnical, Inc. 16555 Sherman Way, Unit Van Nuys, California 91406 Telephone: (818) 785-5244 Fax: (818) <br />CLIENT: Mr. Amir Houriani PROJECT NAME: Proposed I-Stor Drive-Thru Restau <br />ant utldm n- ra e <br />a Ana <br />PROJECT NUMBER: 32-6235-00 PROJECT LOCATION: 1601-1607 N. Bristol Street San <br />DATE STARTED: 08/03/2022 COMPLETED: 08/03/2022 GROUND ELEVATION: N/A WRtkDIUAETER: 8' _ <br />EXCAVATION METHOD: 8" Hollow Stem Auger GROUND WATER LEVELS: Perche AiAter 50' <br />DRILLING CONTRACTOR: Choice Drilling SAMPLING METHOD: Autohamme1h'iQLDjnn <br />LOGGED BY: CWL CHECKED BY: WFB <br />a <br />w <br />� <br />ATTERBERG <br />LIMITS <br />o <br />w <br />w <br />aJ. <br />Q <br />z U <br />H <br />Hv <br />Q <br />w <br />z <br />p w <br />o <br />i— <br />U <br />MATERIAL DESCRIPTION <br />N <br />V <br />Q <br />w <br />Q <br />j <br />z <br />Oz <br />z <br />g- <br />o7Z <br />y <br />D <br />20 <br />p <br />QO <br />�J <br />aJ <br />g— <br />U <br />35 <br />Q <br />m <br />n <br />— <br />3/8/10 <br />19.0 <br />Sandy Lean CLAY to Clayey SAND <br />CL <br />(Light brown, moist to wet, very stiff or medium <br />dense) <br />40 <br />_ <br />— <br />6/6/9 <br />12.4 <br />28 <br />17 <br />11 <br />52 <br />45 <br />_ <br />— <br />5/7/9 <br />18.1 <br />48 <br />SC <br />WATER <br />50 <br />- <br />- <br />7/12/18 <br />16.2 <br />Total Depth: 51.5' <br />Perched Water Encountered @ 50' <br />5s <br />60 <br />65 <br />ncyI <br />