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PROJECT: Former Chase Chevrolet PAGE 1 OF 1 <br />LOCATION: 310 West Fremont St. Stockton, CA <br />PROJECT NUMBER: 185703766 <br />WELL / PROBEHOLE / BOREHOLE NO: , <br />. Stantec SB-1 <br />DRILLING / INSTALLATION: NORTHING (ft): EASTING (ft): <br />STARTED 4/26/18 COMPLETED: 4/26/18 LAT: LONG: <br />GROUND ELEV (ft): TOC ELEV (ft): DRILLING COMPANY: Cascade INITIAL DTW (ft): 15 WELL DEPTH (ft): — DRILLING EQUIPMENT: Hand Auger/ GeoProbe STATIC DTW (ft): — BOREHOLE DEPTH (ft): 20.0 <br />DRILLING METHOD: Direct Push WELL CASING DIA. (in): — BOREHOLE DIA. (in): 3.25 <br />SAMPLING EQUIPMENT: 6" Sleeve LOGGED BY: D.Owens CHECKED BY: ND Time & Depth (feet) Graphic Log cn (.3 <br />(n D 0 CD 5-1 5 Sample Time <br />Sample ID Measured Recov. (feet) Blow Count He(apdspacel PID p mv) Depth (feet) Borehole <br />Backfill <br />:"•:::::, <br />Zif <br />CL <br />— <br />CONCRETE <br />F i I I <br />LEAN CLAY; CL; 2.5Y 3/2 very dark <br />grayish brown; low plasticity; hard; dry; <br />(0,0,100) <br />: <br />IN I <br />. <br />N. <br />1250 <br />SB-1-5 <br />1300 <br />SB-1-10 <br />SB-1-15 <br />1320 <br />SB-1-20 <br />1310 <br />0.0 <br />0.0 <br />0.0 <br />5 <br />10 <br />/ <br />/ <br />/ <br />/ / <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />Portland neat <br />cement <br />5 <br />10 <br />ML--N— <br /> <br /> ii <br />illi SsWITWSWELsLm-GRADED3/S6ANdaDrkWlyeTllHowiSsILhTb;rown; : 2 <br />fine-grained; dense; dry; (0,70,30) A / <br />SILT WITH SAND; ML; 10YR 3/4 dark <br />yellowish brown; fine-grained; hard; dry; <br />(0,30,70) <br />SAND; SW; 10YR 3/3 <br />dark brown; fine-grained; loose; wet <br />gr-WELL-GRADED 15 <br />; <br />' • <br />.... <br />...i.. .. <br />. <br />• • <br />• • <br />. . <br />• <br />20 <br />i i <br />) , ) <br />- - - Borehole terminated at 20 feet. 20 <br />_ <br />- <br />- <br />-