Laserfiche WebLink
i <br /> — PROJECT NUMBER BORING NUMBER <br /> HAE31604.AS.11 Mw-GIS-8C1 SHEET 3 OF 3. j <br /> - SOIL BORING LOG <br /> j I <br /> PROJECT Ile' Manle ""i L' LOCATION `;tncklon, CA <br /> ELEVATION 1U.85 It. NGVLI (TUC:) DRILLING CONTRACTOR .Gregg Milling, Inc.. <br /> DRILLING METHOD AND EQUIPMENT 10" OD Hollow Stem Auger <br /> WATER LEVELS -47.28 MSL START '/G/JS FINISH 2/7/415 LOGGER T. Little <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> �y <br /> PENETRATION <br /> LU _j o cc <br /> RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR. <br /> U aW u' MpISTURE CONTENT, RELATIVE DENSITY DEPTH OF CASING, DRILLING RA <br /> X 49DRILLING FLUID LOSS <br /> r_w w LUM a' g•_g•_g• OR CONSISTENCY, SOIL STRUCTURE, m TESTS AND INSTRUMENTATION 1 <br /> �i°c rD w (N1 MINERALOGY 2: <br /> o <br /> 1 <br /> I <br /> 12LO SAND H49-yellowish brown (IOYH,5/6), 5% <br /> fines, 415% fine sand, wet <br /> Driller detects change in drilling i <br /> conditions. <br /> { 1 <br /> 130.0— <br /> SAND (SP). similar Io above, yellowish <br /> Orown, micaceous, fine chained <br /> I � <br /> 1 <br /> i <br /> 14[I - 1 <br /> M0.0 SAN(I (SF), as above <br /> SS-3 0.5 NH <br /> 141.5 _ _ (NR) <br /> I <br /> I <br /> 145 i <br /> 445.0 --- ! <br /> i.:LAY IC:LJ, yelfowislr Crown (I(IYH, 5/EiJ, I <br /> SS-4 0.5 NR 90% low to medium pla.slicily fines. IO%fine <br /> 14U.5 <br /> (NR) sand. organic: material common, very cliff, <br /> no oclol, Incally b aclur eG, discoloo ed <br /> along fracture. sw faces, hard, damp V <br /> See Well Construction Diagram <br /> for well construction information. <br /> Total Depth = 150 feel <br /> i <br /> i <br />