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ICE ANO TECHNOLOO7 cotes. <br /> V � <br /> W <br /> BORING NO. HP--- <br /> LOG OF BORING SHEET 1 0.---- <br /> CLIENT <br /> ,. 'CLIENT PROJECT E40429.— <br /> EC`EBMUDStockton Service Center - <br /> _PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEPTH ST.:,Stockton, California Not Surveyed Not Surveyed (msl) 12.0 FEET 18/c, <br /> SURFACE CONDITIONS LOGGED BY <br /> Gravel M. Lane DATE =i`:iS- <br /> SAMPLING CHECKED BY APPROVED BY 08/18/9= <br /> tV w wQ cn us >- M. McClain E. Meyer <br /> LU <br /> LU w Lu cc <br /> qo m x r- qz az w <br /> c4i�� vdi� v+^ 2� zU W LU Lp <br /> L LU <br /> n LU CL 0 <br /> [1_ r J <br /> L. CORING <br /> r r Z L z CLASSIFICATION OF MATERIAL REMARKS <br /> x Cr x �� 2 <br /> C)LU U) z 7 O y w 7 o F- Z Q <br /> C) Cr¢y x J �U cc W L.3 [I7 [o <br /> tu a w C] <br /> CB I 5' o o, Sandy GRAVEL: gray-brown; loose; well Boring adyanced <br /> 1 raded; subrounded; 1/2"-1" size; dry O.D., 4-1/4" I.D. �,or <br /> (asphalt base) stem auger: samples <br /> L 2 CLAY; medium brown: hard; dry; w/ trace collected using 2.5" <br /> silt. continuous barrel <br /> 3 sampler. <br /> L. 4 <br /> 5' <br /> 5 <br /> CB 2 $ Silty CLAY; medium brown; high plasticity; <br /> 6 moist <br /> 1w <br /> 7 <br /> 8 <br /> tit 9 <br /> 10' 1O Grades w/ trace sand <br /> CB 3 2 <br /> L+ 11 <br /> �2 12 Clayey SILT; medium brown; hidh <br /> Plasticity,' wet: w/ some fine sand Bottom of boring at '2 <br /> t3 bas. Hydro Punch ii <br /> L+ punched to l6' bgs. <br /> 14 <br /> 15 - <br /> 11160 18 <br /> 17 <br /> L. i8 <br /> 19 <br /> 20 <br /> 2; <br /> 22 <br /> L& 23 <br /> 24 <br /> L. 25 <br /> 26 <br /> L..r. 27 <br /> 28 <br /> 29 <br /> LM <br />