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Project: SFFB - 1444 LINCG"' STREET, STOCKTON, CA Log of Boring/Monitoring Well: <br /> Baring Location: SEE FIGURE 2 Project No.: 50090 .-03 -� <br /> Subcontractor and Equipment: WBI� HSA Lagged By. C.M. Drawn By. C.R. YM <br /> Sampling Method: CONTINUOUS CORE Monitoring Device: OVM 580E Comments: <br /> Mart Data/Time: 10/27/970830 /Time: 10 27 97 Malas M our�rowATM WPM aBTNNEQ <br /> Finish Date <br /> First Water (bgs): NA Stabilized Water Level (bgs); NA F�i-WSB Wa NPwtiTFrc seMr�aeTAlt✓ED <br /> lu <br /> Surface Elevation: NA Tap Casing E€evotiuw NA Boring Abandonment/ <br /> CL Well Construction Details <br /> C. IITHOLOGIC DESCRIPTION <br /> zl� 0 N Z5 (calor, grain size, consistency, moisture, other) <br /> E d 1 80 o Traffic-rated <br /> as a_ C) or :D :-�4 Christy Box <br /> o 0000 LIGHT OLIVE BROWN (2.5Y 5/3) SANDY GRAVEL <br /> 1 000 (GP) UST PIT BACKFILL-sand is fine, gravel is <br /> 000 rounded pea sized gravel, dry to moist <br /> 2 00 <br /> 000 (80,20,0,0) <br /> 3 000 <br /> 000 <br /> 4 000 <br /> Ooo <br /> 000 <br /> 5 000 <br /> 000 <br /> 000 <br /> 6 000 <br /> 000 <br /> 000 <br /> 7 000 <br /> 000 <br /> 000 <br /> 8 000 <br /> 000 <br /> 8 000 <br /> 000 <br /> 10 000 <br /> 000 <br /> 000 <br /> 11 000 <br /> 000 <br /> 000 <br /> 12 non <br /> ::-Cement <br /> MW-7-13 0 13 OLIVE (5Y 5/3) SANDY SILT (ML) with clay, sand Grout <br /> is fine, stiff, moist, low plasticity, weak <br /> 14 subangular blocky soil structure, large caliche <br /> 15 nodules, moderate chemical odor (0,30,55,15) <br /> 16 LIGHT OLIVE BLOWN (2.5Y 5/3) SILTY SAND (SM) <br /> Mw-7-16,s sand is fine, dense, moist. �,65,35,O) <br /> o 17 <br /> 18 2'0+ Sch.40 <br /> PVC Blank <br /> 19 Casing <br /> 21 <br /> 20 <br /> Mw-7-21 21 <br /> 66 "; <br /> 22 <br /> n 65 23 <br /> 0-7-23. <br /> 24 <br /> 25 <br /> N <br /> 26 LIGHT OLIVE BROWN (2.5Y 5/3) SILTY SAND (SM) <br /> sand is fine, dense, moist (0,75,25,0) <br /> 27 <br /> w <br /> R MW-7-28 65 26 ()ARK GREENISH GRAY (5BG 4/1) SANDY CLAY <br /> (CL) with silt, sand is fine, very stiff, moist, <br /> N-7-29 65 29 moderate plasticity (0,30,20,50) <br /> 30 <br /> Reviewed BDate; <br /> SE ✓VR Revised By.y <br /> Dote: � Poge-l.,.of_.. , <br />