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i <br /> I <br /> d !� L7e-rraNext <br /> Boring Log i <br /> ++ <br /> I FDrilling. <br /> Location: SOUTH SIDE OF 501 BUILDING Boring Name: 58--01 '1 <br /> Compony: PRECISION SAMPLING Project Nome: 501 W. WEBER AVE. ! <br /> !, Method: DIRECT PUSH Rig Type: XD-1 Project Number: 05100808 <br /> I � Hale Diameter: 2–INCH !]rilier- STEWART Date: 3/22/97 Logged By: TANYA MEETH <br /> Ground Elevation; 11.38' MSL Water Depth: 13.4' (STATIC) Total Depth: 25' <br /> T yr <br /> Q) <br /> L y 2 <br /> } L Sampie o ; Q Boring ° v o I Somple a E <br /> { Number o ° '! w � Deiail 5 Ln t a <br /> m m { Description 0 a <br /> 4" CONCRETES <br /> SB-01 1 <br /> CL SILTY CLAY j 28.8 <br /> OLIVE BROWN! (2.5Y 4/3), MEDIUM <br /> 2 PLASTIC, SLIGHTLY MOIST TO DRY, <br /> 100 MEDIUM STIFF! ? <br /> 3 Iik <br /> f SB-01 AS ABOVE, WITH SOME WHITE MOTTLING <br /> (3-5-4) 4 PRESENT. 26.0 <br /> { 5 AS ABOVE, R UST/BLACK ORGANIC MOTTLING <br /> PRESENT. I <br /> 100 l� I <br /> 6 AS ABOVE, TRACE FINE SAND STRING AT 5' <br /> L <br /> . S6-01 <br /> .5 7 28.1 <br /> 6 <br /> ( ) 7 SILTY CLAY <br /> CL LIGHT OLIVE BROWN (2.5Y 5/4) MOTTLED r <br /> +: WHITE, JDRY, MEDIUM STIFF TO STIFF, SLIGHTLY <br /> 8 PLASTIC, TRADE FINE ROUNDED GRAVEL. <br /> 100 k <br /> 9 j k <br /> Se-01 <br /> (9.5-10) 10 I 28.8 <br /> 95 <br /> 1 il! <br /> 12 i` <br /> SB-01AS ABOVE. 19.9 <br /> L (12.5-13) 13 <br /> SILT WITH SAND + <br /> LIGHT OLIVE BROWN (2.5Y 5/4) MOIST <br /> 14 ML TO WET; MEDIUM STIFF, HOMOGENEOUS, <br /> r 15% FINE SAND. <br /> 60 j 18.0 <br /> 15 SILTY CLAY <br /> OLIVE BROWN (2-5Y 4/3) MOTTLED BLUE GRAY <br /> (106 6/1), ORGANIC, SLIGHTLY MOIST, STIFF. I <br /> 16- <br /> 17— <br /> C L <br /> 617CL AS ABOVE, BU.jT SOFT, TRACE FINE <br /> 100 GRAVEL,I MOIST, TO WET, <br /> 18- <br /> 0 <br /> L22.25B-01 <br /> i <br /> i <br /> (18.5-19) 19AS ABOVE, BUT SLIGHTLY MOIST. <br /> 0808SBIA tl Page 1 of 1 <br />