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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 />1. Stantec SB-2 <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): 13 WELL DEPTH (ft): — <br />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 <br />.5 = ,..... <br />Ewa) <br />..(t) <br />a. gl 0 <br />Iii _i (i) 0 D 0 CD CA Ct. Sample Time <br />Sample ID Measured Recov. (feet) 11 Blow Count He(aclpspace PID p mv) -C --- <br />0:a5 CD CD <br />0- <br />Borehole <br />Backfill <br />CONCRETE <br />Fill <br />SILT IMTH SAND; ML; 2.5 Y 3/2 very dark <br />grayish brown; fine-grained; hard; dry; <br />(0,30,70) <br />LEAN CLAY; CL; 2.5 Y 3/2 very dark <br />grayish brown; fine-grained; low plasticity; <br />hard; dry; (0,0,100) <br />LEAN CLAY WITH SAND ; CL; 2.5 Y 3/2 <br />very dark grayish brown; fine-grained; low <br />plasticity; hard; dry; (0,20,80) <br />WSWEI:sLm-G;RAi <br />ML <br />oyDERD4/S4AdNaDrkWlyeTiloHwiSsILhTb;rown; <br />• 1045 <br />SB-2-5 <br />1050 <br />SB-2-10 <br />1100 <br />SB-2-15 <br />1110 <br />SB-2-20 <br />I\ <br />I I ! <br />I 4 <br />0.4 <br />0.0 <br />0.0 <br />0. 0 <br />10 <br />15 <br />4 <br />! 4 <br />-I <br />4 <br />! / <br />! <br />4 <br />! <br />4 <br />! <br />4 <br />4 <br />! <br />4 <br />4 <br />4 <br />4 <br />! <br />4 <br />4 ‘ <br />1 <br />! <br />4 <br />I A <br />4 <br />! <br />4 <br />4 <br />4 <br />! <br />Portland neat <br />cement <br />10 <br />, <br />II <br />1 <br />I <br />i <br />1 <br />5_—\- <br />5_—‘ <br />S;Wm- <br />ML <br />• <br />1 <br />• <br />SILT WITH SAND; ML; 10YR 4/4 dark <br />yellowish brown; fine-grained; hard; dry; <br />(0,30,70) <br />Wet <br /> _I <br />WELL-GRADED SAND ; SW; 10YR 3/3 <br />dark brown; fine-grained; loose; wet <br />SILT WITH SAND ; ML; 10YR 3/3 dark <br />brown; fine-grained; firm; moist; (0,30,70) <br />ML <br />15 <br />SW <br />, <br />1 <br />1 <br />1 <br />20 <br />5 <br />J <br />; <br />7 <br />Borehole terminated at 20 feet. 20