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CITY OF SANTA ANA <br />Planninq and Rijilriinn An ncy <br />BORING <br />A.G.I. GEOTECHNICAL, INC. <br />NUMBERBF PAGE 1 2 <br />Approved <br />78MN PERMIT ISSUANCE <br />Building On -Grade <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 1-StoryDrive-Thru Restaurant <br />PROJECT NUMBER: 32-6235-00 PROJECT LOCATION: 1601-1607 N. Bristol Street San <br />a Ana <br />DATE STARTED: 08/03/2022 COMPLETED: 08/03/2022 GROUND ELEVATION: N/A 3 4drD4�&ETER: 8" <br />EXCAVATION METHOD: 8" Hollow Stem Auger GROUND WATER LEVELS: Perchec YAW 50' <br />DRILLING CONTRACTOR: Choice Drilling SAMPLING METHOD: Autohamme' " <br />LOGGED BY: CWL CHECKED BY: WFB <br />Ex <br />W <br />Q <br />0 <br />Wa <br />W <br />Q <br />z <br />0w <br />Q <br />OZ <br />mom- <br />Q� <br />Y <br />-j <br />m <br />w o <br />W <br />OZ <br />5O <br />U <br />W= <br />>- <br />p <br />fl <br />a� <br />3 <br />w <br />o <br />O W <br />�Z <br />HO <br />U <br />ATTERBERG <br />LIMITS <br />MATERIAL DESCRIPTION <br />N <br />v <br />(� <br />o <br />C> <br />p <br />=� <br />� J <br />h <br />:� <br />CL <br />U w <br />U)� <br />g— <br />a <br />8/13/21 <br />V <br />15.4 <br />114 <br />131 <br />17.7 <br />31 <br />17 <br />14 <br />Alluvium <br />Sandy Lean CLAY <br />(Brown, moist,very stiff) <br />67 <br />CL <br />5 <br />_ <br />— <br />7/4/5 <br />10.6 <br />Clayey SAND <br />(Brown, slightly moist, loose) <br />SC <br />_X <br />10 <br />15 <br />10/12/16 <br />4/4/4 <br />7/9/15 <br />4/5/6 <br />10/16/16 <br />14.1 <br />16.0 <br />23.8 <br />17.3 <br />12.8 <br />111 <br />99 <br />106 <br />127 <br />123 <br />119 <br />19.2 <br />25.8 <br />22.0 <br />Sandy Lean CLAY <br />(Brown to light brown, moist, very stiff to stiff) <br />CL <br />_ <br />— <br />_ <br />— <br />20 <br />2s <br />30 <br />_ <br />— <br />3/3/3 <br />12/20/27 <br />6/8/11 <br />8/11/16 <br />2/2/3 <br />22.4 <br />21.0 <br />10.7 <br />26.2 <br />19.6 <br />106 <br />98 <br />129 <br />123 <br />21.6 <br />26.9 <br />31 <br />36 <br />19 <br />18 <br />12 <br />18 <br />Lean CLAY with Sand to Sandy Lean CLAY <br />(Brown to light brown, moist, firm to very stiff) <br />Clayey Medium SAND @ 25' <br />80 <br />67 <br />CL <br />SC <br />_ <br />— <br />_ <br />— <br />