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p 1111 Broadway,6th FI BORING DMW-5A SHEET 3 OF 3 <br /> eosyntec 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 /> GS FORM: PROJECT Dopaco DATUM NAVD88 <br /> WELL BORE GE BOREHOLE LOG NUMBER WR1194 WATER DEPTH: ft bgs <br /> DESCRIPTION SAMPLE <br /> 1)Unit/Formation,Mem.7)Plasticity O (D in o <br /> CL _ <br /> 2)Soil/Rock Name 8)Density/Consistency J O Z O W n COMMENTS <br /> DEPTH U WELL COMPLETION O z w >- z o <br /> 3)Color 9)Structure = _ F W w a Z o <br /> (ft-bgs) 4)Moisture 10)Other(Mineralization, a _j DETAILS Q J n W p o <br /> 5)Grain Size Q W > a w <br /> Discoloration, 1)Rig Behavior <br /> ,Odor,etc. w 0 <br /> 6)Percentage O W Q O w tr 2) Air Monitoring <br /> W U) <br /> (gravel,sand,fines) m W O <br /> a <br /> -31 <br /> Lean CLAY with sand(CL): dark greenish -32 25 <br /> 42 gray(Gley 14/1) dry;fine to medium sand <br /> [0,15,851;low plasticity;hard <br /> -33- <br /> -34- <br /> 44 <br /> 33-3444 <br /> -35- <br /> BOREHOLE TERMINATED. Total depth= <br /> 45 ft bgs <br /> -36- <br /> 46 <br /> -37- <br /> -38- <br /> 48 <br /> 37-3848 <br /> -39- <br /> -40- <br /> 50 <br /> 3914050 <br /> -41 - <br /> -42- <br /> 52 <br /> 4111252 <br /> -43- <br /> -44- <br /> 54 <br /> 43-4454 <br /> -45- <br /> -46- <br /> 56 <br /> 45-4656 <br /> -47- <br /> 0 <br /> 0 <br /> -48- <br /> W <br /> z 58 <br /> W <br /> o -4g <br /> a <br /> a -50 <br /> 60U <br /> Q <br /> o CONTRACTOR: Gregg NORTHING:2167601.4 LOGGER ODR REVIEWER FM <br /> EQUIPMENT: Mari M11 EASTING: 6329951.6 NOTES: <br /> DRILL MTHD: Hollow-Stem Auger COORDINATE SYSTEM: <br /> m HAMMER TYPE: NAD83 <br /> BOREHOLE DIAMETER:10" SEE KEY SHEET FOR SYMBOLS AND ABBREVIATIONS <br />