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1111 Broadway.6th FI C START DATE 11/19/2012 8:35:00 AM SHEET 2 OF 2 <br /> eosyntec Oakland,CA 94607 FINISH DATE 11/19/201210:10:00 AM <br /> Tel:(510)836-3034 PROJECT Dopaco <br /> CODSUI=ts Fax:(510)836-3036 LOCATION 800 W Church St,Stockton,CA <br /> PROJECT NUMBER WR1194 Elevation 9.92 FT.MSL <br /> O FORM: LOG OF DMW-1 <br /> CORES 10/00 <br /> SAMPLES <br /> C7 <br /> OJ c7 o c7 <br /> DEPTH MATERIAL v > W of> TIME COMMENTS <br /> u�E <br /> (ft) DESCRIPTION m w Construction >ell 0o n <br /> SOIL NAME(LISCS SYMBOL):Color, Material � O n <br /> Moisture Grain Size and Percenta } O U o <br /> Plasticity,Consistency/Dens' OtherrOtlor, U3 m W a <br /> Dry Strength,IVlineraf ontent) <br /> Well graded SAND(SW):very dark greenish gray(10 Y 3/1),wet, 0.0 <br /> 60%coarse sand,30%fine sand,10%fines,loose. <br /> Lean CLAY with sand(CL)as above. <br /> Well graded SAND(SW)as above. 0.0 <br /> 35 SILT(ML):dark greenish gray(15 GY 3/1),moist,100%fines, <br /> on-plastic,medium dense. <br /> Well graded SAND(SW)as above. <br /> SILT(ML):dark greenish gray(15 GY 3/1),moist,100%fines, 0.0 <br /> non-plastic,medium dense. <br /> Well graded SAND(SW)as above. <br /> LeanCLAY with sand(CL):greenish gray(10 G 5/1),wet,75% <br /> nes,25%sand,low plasticity,soft. <br /> 40 II graded SAND(SW)as above. NMI <br /> Lean CLAY with sand(CL):greenish gray(10 G 5/1),wet,75% <br /> Wines,25%sand,low plasticity,soft <br /> Total Depth=40 ft <br /> M <br /> O <br /> FF- <br /> 0 <br /> O <br /> U' <br /> a <br /> (7 <br /> O <br /> O <br /> V <br /> O <br /> O <br /> Z <br /> Z <br /> g <br /> Y <br /> Q <br /> O <br /> CONTRACTOR Gregg NORTHING 2167571.540 REMARKS:Well screened from 30-40 ft bgs. <br /> '3 EQUIPMENT Marl MII EASTING 6329899.920 <br /> o° DRILL MTHD Hollow Stem ANGLE Vertical <br /> cDIAMETER(in) 8" BEARING ---- COORDINATE SYSTEM: NAD83 <br /> Fr LOGGERTS REVIEWER CK PRINTED 01/15/13 SEE KEY SHEET FOR SYMBOLS AND ABBREVIATIONS <br /> 0 <br /> M <br />