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p 1111 Broadway, 6th FI BORING DMW-5A SHEET 3 OF 3 <br /> Geosyntec Oakland, CA 94607 START DATE 2/25/2014 7:30:00 AM ELEVATION: <br /> consultants Phone: (510)836-3034 FINISH DATE 2/25/2014 1:00:00 PM GROUND SURF. 9.63 ft <br /> Fax: (510)836-3036 LOCATION 800 W Church St,Stockton TOP OF MONUMENT11.05 ft <br /> PROJECT Dopaco DATUM NAVD88 <br /> WELL B GS FORM: BOREHOLE LOG NUMBER WR1194 WATER DEPTH: ft bg s <br /> ORE GE <br /> DESCRIPTION SAMPLE <br /> 1)Unit/Formation,Mem.7)Plasticity O (0 io o Q <br /> DEPTH 2)Soil/Rock Name 8)Density/Consistency U OJ WELL COMPLETION O Z W W >- (0 o COMMENTS <br /> 3)Color 9)Structure = _j H w o o w Z o <br /> (ft-bgs) 4)Moisture 10)Other(Mineralization, d I j DETAILS Q a } v) > p <br /> > F O Q w 1)Rig Behavior <br /> 5)Grain Size Discoloration,Odor,etc. 0 W w <br /> Q O w 2)Air Monitoring <br /> 6)Percentage (0 LJ rn m W <br /> (gravel,sand,fines) <br /> a <br /> -31 <br /> Lean CLAY with sand(CL): dark greenish -32 2.5 <br /> 42 gray(Gley 1 4/1);dry;fine to medium sand <br /> [0,15,851;low plasticity;hard <br /> -33 <br /> 34 <br /> 44 <br /> -35 <br /> BOREHOLE TERMINATED. Total depth= <br /> 45 ft bgs -36 <br /> 46 <br /> -37 <br /> -38 <br /> 48 <br /> -39 <br /> -40 <br /> 50 <br /> -41 <br /> -42 <br /> 52 <br /> -43 <br /> -44 <br /> 54 <br /> -45 <br /> -46 <br /> 56 <br /> M -47 <br /> 0 <br /> w -48 <br /> z 58 <br /> u) <br /> Lu <br /> -49 <br /> 'a <br /> c� <br /> 0 -50 <br /> 60 <br /> o CONTRACTOR: Gregg NORTHING:2167601.4 LOGGER ODR REVIEWER FM <br /> Lu <br /> EQUIPMENT: Marl M11 EASTING: 6329951.6 NOTES: <br /> DRILL MTHD: Hollow-Stem Auger COORDINATE SYSTEM: <br /> m HAMMER TYPE: NAD83 <br /> w BOREHOLE DIAMETER:10" SEE KEY SHEET FOR SYMBOLS AND ABBREVIATIONS <br />