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FP:ROJECT NUMBER <br /> BORING NUMBER <br /> 1 Ar <br /> H-I SHEET T OF 4 <br /> SOIL BORING LOG <br /> LOCATION stc,ckton. CA <br /> PROJECT Forward Land.... <br /> l-umpany <br /> he1 (Il <br /> ELEVATION Approximately 39 feet DRIVING CONTRACTOR <br /> F'111. dllnr) <br /> DRILLING METHOD AND EQUIPMENT 4-716 Rota'y Nash - Failing 750 <br /> 6/29/96 FINISH 't/;�1/tl' LOGGER K• Galty <br /> WATER LEVELS Not MeasuleO START COMMENTS <br /> SAMPLE STANDARD SOIL LIESCRIPTION _ <br /> a f- PENETRATIONa [IEF'THOF CASING.c*+IIIINGf <br /> !+ SAIL NAME.USC S Gkl1UP SYMBOL. U01.01".. <br /> o � I TEST <br /> p RESULTS o C►k1llING FLU10 LOS= <br /> MOISTURE CONTENT. RELATIVE C►ENS -' <br /> CD <br /> = a > W m o g-_g• -g• OR CONSISTENCY.SOIL smit-11114E. Co �� TESTS INEI INSTRLI%!=NTAT10 <br /> a Crrw y j w (N) MINERALOGY <br /> W =0 <br /> p N SILTY CLAY. hard, 101 IOP It. I/Illnwr/I <br /> Dy SILTY FINE SAND.light mown <br /> I t <br /> 5.0 SILTY ',-LAY- (Ia'!IL), wilt, 11-:11 <br /> I <br /> S.0 Ln nwr', .It Y.hal,f � 1 <br /> .c 1 <br /> I S 1 I.4) i <br /> 1 <br /> 11.J <br /> 1 <br /> , Ia//wrr• P!' �.'.r FSI <br /> SILT WITH FINE SAND. IML). Y='iflow <br /> i 3•' moist. very Slifl <br /> c, <br /> 100 <br /> 1 <br /> 0 Pt' 3. - 3.5 tsl <br /> 13.0 -r --� -- LEAN CLAY WITH SAND. WL).Il•y1r <br /> 1 15-18-35 yellowish blown. m(nst. vt"y still <br /> 14.5 —i <br /> I <br /> • <br /> 15.0 I <br /> I <br /> 17.0PuShej at 400 PSI_"'Ll UP n <br /> SILTY FINE SAND: ISM). VAle ye"11wfsl, <br /> � , ug1 at tlf., <br /> Of own. m0is!, haerl PP 4.5 151 <br /> Shell Iy tube stuck hole. <br /> ST-4 1.7 Push 1111 I(cult y in 1 e1T1On,: samp E <br /> 19.5 — <br /> 20.0 ! ) ! <br /> I I <br /> i <br /> 25.( 1 SILTY-SAND: ISM). yellowish IIIrIwn. m'11:!. I <br /> 25.0 , ve, nense^cemenleit, lin?—�Jla1nr11 :.9n11 <br /> 13-39-50/2 Y <br /> 1 S-5 1.0 (:�50) <br /> I j I <br />