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START DATE 11/19/2012 12:00:00 PM SHEET 2 OF 2 <br /> Geosyntec'> 1111 Broadway.6th FI FINISH DATE 11/19/2012 1:40:00 PM <br /> Oakland,CA 94607 <br /> Tel:(510)836-3034 PROJECT Dopaco <br /> consultmts Fax:(510)836-3036 LOCATION 800 W Church St,Stockton,CA <br /> PROJECT NUMBER WR1194 Elevation 10.17 FT.MSL <br /> GS FORM:CORE3 10/00 LOG OF DMW-4 <br /> SAMPLES <br /> (7 <br /> q (7 H o (D <br /> DEPTH MATERIAL o Well O w o^ TIMECOMMENTS <br /> (ft) DESCRIPTION O U w w n <br /> m w Construction F � �v <br /> SOIL NAME(USCS SYMBOL):Color, 2 Material 0 U <br /> Moisture,Grain Size and Percentage, m U a <br /> Plasticity,Consistencyv/Density,Other TOdor, <br /> Dry Strength,Mineral Content) <br /> Well-graded SAND with silt(SW-SM),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% " s 6 0.0 <br /> coarse grain sand,10%fine grain sand,10%fines. <br /> 35 2 5 7 0.0 <br /> ass Z 0.0 <br /> No sample. <br /> 40 Total Depth=40 ft bgs <br /> m <br /> cD <br /> U <br /> r <br /> O <br /> WO <br /> a <br /> 0 <br /> O <br /> Q <br /> O <br /> ❑ <br /> z <br /> J <br /> Y <br /> Q <br /> O <br /> J <br /> CONTRACTOR Gregg NORTHING 2167542.060 REMARKS:Well screened from 30-40 ft bgs.Samples every 5 ft to 25 ft, <br /> 3 EQUIPMENT Marl Mill EASTING 6329950.950 then continuous to 40 ft. <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 /> 20 <br />