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. #14CYAN13 7PWHOMBY CORP <br />' <br /> It BORING NO. MW--B <br /> ";1WLOG OF BORING SHEET t OF I <br /> CLIENT PROJECT PROJECT NIL <br />' EBMUO Stockton Service Center 40428 300 <br /> PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEPTH DATE START <br /> Stockton,California N 4947.662 E 15017 906 1 3 07'{msl) 26 5 FEET 09/07183 <br /> SURFACE CONOITION9 LOBBED BY DATE FINISH <br />' Gravel I S Martin P 09/07/93 <br /> SAMPUN13 CHECKEO BY APPR0VM BY <br /> M.McClain E Meyer <br /> � y � y <br /> F� J <br /> CORiiV@ UJ CLASSIFICATION OF MATERIAL REMARKS <br /> 4 ` �!H �LU <br /> 5P; 1 3 5 8 11 I S GRAVEL. Boring g advanced <br /> dvaI Oe. hallow <br /> 1 CLAY, dark brown, stiff,high plasticity, stem augar Sampler <br /> moist. driven using IAO ib <br /> 2 hammer over 30'drop <br /> 3 <br /> e 4 SILT, yellowish-Drown.stiff, non-plastic, — <br /> S moist,W/some sand <br /> SPT 2 5 e 6 12 1.4 8 CLAY. dark brown, stiff,high plastic'ty, <br /> rsalat,w/trace gravet <br /> 7- <br /> ---------- <br /> - - ------- - - --------- <br /> 10 Silt- CLAY, allve-gray, stif�,iow� <br /> SPT 3 3 S 0 11 1.5t1 plasticity;moist <br />' 12 - ----- ----------------- --- <br /> 13 SILT.gray,firm,nom-ias:ic,moist,wl - <br /> some sand. <br />' 14 <br /> 15 <br /> SPI' 4 3 2 4 8 1.5 IB Sandy SILT,gray; ft m,non-plastic;wet. Fuel odor <br /> 17 <br /> Is <br /> ' 19 <br /> 20 <br /> SPT 5 3 4 5 a is Brading stiff. <br /> 21 <br /> ' 22 - ------------------------- <br /> 23 Silty SANG,gray,porly graded; fne <br /> 24 gralned;medium dense;rounded; wet <br /> ' <br /> SPT 9 e 10 13 23 1.5 25 CLAY,greenish-gray.very stiff,high <br /> 28 slid{y;moist. <br /> ' 27 Bottom of boring at 29.5' <br /> bgs. WA <br /> ter level 15'bgs <br /> 2t3 an 9/793. Monitoring <br /> well In3tailed 9/7/93 <br /> 29 <br /> 1 <br />