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Oakland,CA 946007 START DATE 11/19/2012 12:00:00 PM SHEET 2 OF 2 <br /> eosyntec� Broadway.6th FI FINISH DATE 11/19/2012 1:40:00 PM <br /> Oakl <br /> Tel:(510)836-3034 PROJECT Dopaco <br /> COIlSUltalltS Fax:(5 10)836-3036 LOCATION 800 W Church St,Stockton,CA <br /> GS FORM: PROJECT NUMBER WR1194 Elevation 10.17 FT.MSL <br /> CORES 10/00 LOG OF DMW-4 <br /> SAMPLES <br /> C7 <br /> 0 <br /> DEPTH MATERIAL ellw W o- TIME COMMENTS <br /> (ft) DESCRIPTION m w Construction 0o Lu <br /> Lu �g <br /> SOIL NAME(LISCS SYMBOL):Color, Material <br /> Moisture,Grain Size and Percents e > O U o <br /> Plasticity Consistency/Density OtherjOdor, co a <br /> Dry Strength,Rllineral Content) <br /> Well-graded SAND with silt(SMSM),very dark greenish gray(10 .••• <br /> Y 3/1),wet,50%medium grain sand,30%fine grain sand,20% <br /> fines,loose. <br /> As above,but more coarse sand:50%medium grain sand,20% °6 5 0.0 <br /> coarse grain sand,10%fine grain sand,10%fines. <br /> 35- <br /> 2 5 7 0.0 <br /> 466 00 <br /> No sample. <br /> 40 Total Depth=40 It bgs <br /> r <br /> LU <br /> 0 <br /> c� <br /> U <br /> H <br /> Z <br /> O <br /> LU <br /> a <br /> O <br /> 0 <br /> O <br /> v <br /> z <br /> Y <br /> Q <br /> O <br /> CONTRACTOR Gregg NORTHING 2167542.060 REMARKS:Well screened from 30-40 It bgs.Samples every 5 ft to 25 ft, <br /> 3 EQUIPMENT Marl Mil EASTING 6329950.950 then continuous to 40 ft. <br /> o DRILL MTHD Hollow Stem ANGLE Vertical <br /> DIAMETER(in) 8" BEARING ---- COORDINATE SYSTEM: NAD83 <br /> iE LOGGERTS REVIEWER CK PRINTED 01/15/13 SEE KEY SHEET FOR SYMBOLS AND ABBREVIATIONS <br /> 0 <br /> MI <br />