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, -• �"" r�L}iNOID(3Y C.31Tri. <br /> 4 <br /> ni <br /> BORING NO_ MW— <br /> " LOG OF BORING (K1�tnf��derl <br /> CLIENT - SHEET I CF ; <br /> Eas! Bay Municioal Utility District PROJECT (PROJECT No. <br /> Stockton Maintenance Yard 4042_ <br /> PROJECT LOCATION I <br /> COOK❑INA7ES ELEVATION (DATUM) TOTAL DEPTH DATE 5-,-- <br /> Stockton, California N 43t7,0262 E 5033.9210 '^'" <br /> 3.29' (ms!) I 24.0 FE;T. I g/27/5r <br /> r SURFACE CONDITIONS �LDGGED BY <br /> AsphaltDATE FIND= <br /> t }(leirife!der 6/22!c <br /> SAMPLING CHECKED SY APPROVED BY <br /> Uj <br /> u� ujLU <br /> _ 8 4 4 cn uU a_ O <br /> LL- <br /> CORING <br /> LCORING <br /> CLASSIFICATION OF MATERIAL REMARKS <br /> iiirrr <br /> NIa <br /> 8 ¢ 8 8cc u n Lo <br /> ASPHALT Boring aovanc2�, <br /> CLAY; light brown to orange: moist; some WIT-114" OD hciic•rt <br /> rf silt (CL) auger, <br /> 2 <br /> CA samoler C:iver, <br /> 3 <br /> ��� Ib. hammer. <br /> r.r/ <br /> 4 _ rri,; <br /> �r l <br /> �i 7 <br /> 9 <br /> 10 <br /> i <br /> e_ANO: dark rrEr.,..n:. �+et, ve.v fine to <br /> 1 ! 12 �J ::I meaium grainea; sane mica {S�} <br /> t 13 <br /> 14 <br /> CA <br /> 1 15 -�--- <br /> i 16 I . <br /> 17 <br /> i 18 <br /> 19 <br /> 20 <br /> 2t <br /> 22 <br /> 23 <br /> 24 <br />! <br /> Bottom or bor;na a <br /> a <br /> 25 Water Level e^ccun. <br /> at 12 tea; <br /> 27 <br /> 29 <br />