Laserfiche WebLink
PROJECT NUMBER BORING NUMBER,`. <br />SH -1 <br />SHEET t OF <br />77 SOIL BORING LOG <br />SA 5.0 —" SILTY 'LAY: (1`L -ML). with <br />1�_••7 -.ti L,t(rwr., .Jry. hattl <br />8.0 SILT WITH FINE SAND: (ML), Y011- <br />. <br />1- " 3 Y Innwr., <br />, .`_ 2 Stiff <br />.. moist. ver <br />KL0 t <br />E.0 <br />F� <br />—' LEAN CLAY WITH SAND: (Ll). I'e•yit- <br />5-a I 1.3 15-18-35 yellowish brown, matSt, very Stiff <br />14.5 i (53) <br />17.0 <br />ST-, 1.7 Push <br />1J.c, <br />SILTY FINE SAND: (SM), pale yel,t•wrsle <br />blown. moist, hat tl <br />t <br />SILTY -SANG: (SM), yellowish Prrt,wn• mrtt.!, <br />13-39-50/2 very nense. cementol. fine-giasn:-0 <br />S-5 I.o I I>so1 <br />r <br />i i ! <br />NI' :.G !SI <br />PP •3.i;-3.5is' <br />PUShe4 at 400 PS, 8'+o UP to 8i <br />pg, at 11r. <br />PP 4.5 tst <br />Sheltry tube stuCk ' hole_ <br />tbfhcully in remover; sampler <br />LOCATION Stockton. CA <br />PROJECT Forward Landfill <br />Approximately 39 feet <br />DRILLING CONTRACTOR Pit(.het [Italin.1 I'ompany <br />" <br />ELEVATION <br />DRILLING METHOD AND EQUIPMENT 4-7/8- Rotary Wash - Failing 750 <br />Not Measured <br />START 4n9/92 FINISH 47:'9/: <br />LOGGER K. Gaily <br />WATER <br />LEVELS <br />COMMENTS <br />SAMPLE <br />STANDARD <br />SOIL DESCRIPTION <br />s s- <br />PENETRATION <br />TEST <br />SOIL NAME. USCS GROUP SYMBUL. COLOR.u <br />DEPTH Or CASING. LAILLING Rt <br />LU usa <br />z <br />W <br />RESULTS <br />MOISTURE CONTENT. RELATIVE DENSITY <br />m <br />DRILLING FLUID LOSS <br />U <br />x � <br />> <br />o: <br />a w <br />> <br />6' -6' -6' <br />OR CONSISTENCY. SOIL STRllCT1lHE. <br />�., <br />_ <br />TESTS 4NO INSTRLmc-NTAT ION <br />� ¢ <br />w <br />'" <br />w m <br />r <br />o <br />w <br />(N) <br />MINERALOGY <br />in <br />OU_ <br />r-- <br />� <br />SILTY CLAY: hard, tot top 2 ft. ttiunwr-.1 <br />by SILTY FINE SAND. light Intrwrt <br />SA 5.0 —" SILTY 'LAY: (1`L -ML). with <br />1�_••7 -.ti L,t(rwr., .Jry. hattl <br />8.0 SILT WITH FINE SAND: (ML), Y011- <br />. <br />1- " 3 Y Innwr., <br />, .`_ 2 Stiff <br />.. moist. ver <br />KL0 t <br />E.0 <br />F� <br />—' LEAN CLAY WITH SAND: (Ll). I'e•yit- <br />5-a I 1.3 15-18-35 yellowish brown, matSt, very Stiff <br />14.5 i (53) <br />17.0 <br />ST-, 1.7 Push <br />1J.c, <br />SILTY FINE SAND: (SM), pale yel,t•wrsle <br />blown. moist, hat tl <br />t <br />SILTY -SANG: (SM), yellowish Prrt,wn• mrtt.!, <br />13-39-50/2 very nense. cementol. fine-giasn:-0 <br />S-5 I.o I I>so1 <br />r <br />i i ! <br />NI' :.G !SI <br />PP •3.i;-3.5is' <br />PUShe4 at 400 PS, 8'+o UP to 8i <br />pg, at 11r. <br />PP 4.5 tst <br />Sheltry tube stuCk ' hole_ <br />tbfhcully in remover; sampler <br />