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,f,0CE ANO TECHNOLOGY COAT. <br /> LN4 <br /> BORING NO. HP-2 <br /> LOG OF BORING SHEET 1 OF 1 <br /> L CLIENT PROJECT PROJECT NO_ <br /> ESMUD Stockton Service Center 40429 300 <br /> PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEPTH DATE START <br /> Stockton, California Not Surveyed Not surveyed (msl) 12.0 FEET 08/18/93 <br /> SURFACE CONDITIONS LOGGED BY DATE FINIS- <br /> Grave! M. Lane 08/18/93 <br /> SAMPLING CHECKED BY APPROVED BY <br /> tcn (n w r M.McClain E. Meyer <br /> w w ti + w w w�a <br /> ar ss cwnz tz,� �z z� F <br /> vii~ v�z -x U LL1 a C7 <br /> m m W O <br /> LL r <br /> CORING z ~ U <br /> w CLASSIFICATION OF MATERIAL REMARKS <br /> z ii a <br /> CD LQ �m SCM �7 0} w7 C F- i Q <br /> CD ¢M Q� ttC) =v av ¢ q' d rr <br /> z w w ww w U] L7 <br /> 11r ¢ a L <br /> CB 1 5 :o.o Sandy GRAVEL: gray brown; loose; well Boring advanced wiih S' <br /> 1 raded; subangular; 1/2"--1" size: dry O.D.. 4-1/4" I.O. t1011�x <br /> tasphal! base} stem auger; samDles <br /> 2 Silty CLAY; medium brown; low plasticity; collected using 2.5" ;.C_ <br /> dry. continuous barrel sa7.Z;:_r <br /> 3 <br /> 4 <br /> V 5. <br /> 5 <br /> CB 2 51 Clayey SILT: medium brown: low plasticity; <br /> 6 moist; w/ trace fine sand <br /> iV 7 <br /> Lr 9 <br /> 1... 1° to <br /> CB 3 2• Silty CLAY; medium brown; low plasticity; <br /> LW <br /> It moist; w/ trace tine sand. <br /> 12' 12 <br /> Bottom of boring at 12' <br /> 13 b9s. Hydro Punch ii to <br /> imp 16 bgs. <br /> 14 <br /> 15 <br /> LO 18 <br /> 17 j <br /> LO 18 - <br /> 19 <br /> 20 <br /> i. <br /> 21 <br /> 22 <br /> �+ 23 <br /> 24 <br /> L 25 <br /> 26 - <br /> 27 <br /> 28 <br /> 29 <br /> 1.. <br />