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0 1111 Broadway.6th FI START DATE 11/19/2012 8:35:00 AM SHEET 2 OF 2 <br /> Geosyntec Oakland,CA 94607 FINISH DATE 11/19/2012 10:10:00 AM <br /> Tel:(510)836-3034 PROJECT Dopaco <br /> COTISI.11tc' nts Fax:(510)836-3036 LOCATION 800 W Church St,Stockton,CA <br /> PROJECT NUMBER WR1194 Elevation 9.92 FT.MSL <br /> Gs FORM:CORE3 10/00 LOG OF DMW-1 <br /> SAMPLES <br /> � C7 F o C7 <br /> DEPTH MATERIAL U i Z } Z TIMECOMMENTS <br /> (ft) DESCRIPTION 0 � Well o w w 0- <br /> m w Construction F O Lu n <br /> SOIL NAME(USCS SYMBOL):Color, Material O: U <br /> Moisture,Grain Size and Percentage, m m <br /> Plasticity,Consistentyy/Density Other j0dor, o <br /> Dry Strength,IVlineral Content) <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. 0.0 <br /> Well graded SAND(SW)as above. <br /> 35 SILT(ML):dark greenish gray(15 GY 3/1),moist,100%fines, <br /> non-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 /> Lean CLAY with sand(CL):greenish gray(10 G 5/1),wet,75% <br /> fines,25%sand,low plasticity,soft. <br /> 40 Well graded SAND(SW)as above. <br /> Lean CLAY with sand(CL):greenish gray(10 G 5/1),wet,75% <br /> fines,25%sand,low plasticity,soft. <br /> Total Depth=40 ft <br /> M <br /> F <br /> ❑ <br /> U <br /> H <br /> z <br /> 0 <br /> O <br /> a <br /> 0 <br /> 0 <br /> ❑ <br /> z <br /> Q <br /> J <br /> Y <br /> Q <br /> O <br /> J <br /> CONTRACTOR Gregg NORTHING 2167571.540 REMARKS:Well screened from 30-40 ft bgs. <br /> EQUIPMENT Marl Mil EASTING 6329899.920 <br /> °o DRILL MTHD Hollow Stem ANGLE Vertical <br /> J <br /> cD DIAMETER(in) 8" BEARING ------ <br /> z COORDINATE SYSTEM: NAD83 <br /> o <br /> LOGGERTS REVIEWER CK PRINTED 01/15/13 SEE KEY SHEET FOR SYMBOLS AND ABBREVIATIONS <br /> m <br />