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0 4 r <br /> PROJECT NUMBER BORING ID: <br /> 320184.RA.32 <br /> KP-IIS Sheet i of 1 <br /> CH2MHILL SOIL BORING LOG <br /> PROJECT: KOPPELSTOCKTON TERMINAL LOCATION: 2025 HAZELTON,STOCKTON,CA <br /> ELEVATION: 4.93 NORTHING: 37.9432 FASTING: 121.3195 DRILLING CONTRACTOR: SPECTRUM EXPLORATION <br /> DRILLING METHOD AND EQUIPMENT USED: Hollow Stem Auger Hollow Stem Auger(10 INCH) <br /> WATER LEVELS: START: 7/24/2006 END: 7/25/2006 LOGGER: D.HODSON <br /> DEPTH BGS In) STANDARD CORE DESCRIPTION: COMMENTS: <br /> INTERVAL(ft) <br /> PENETRATION <br /> TEST SOIL NAME(USCS GROUP SYMBOL),COLOR, DEPTH OF CASING,DRILLING RATE, <br /> r <br /> COVERY RESULTS MOISTURE CONTENT,RELATIVE DENSITY, DRILLING FLUID LOSS, <br /> OR CONSISTENCY,SOIL STRUCTURE, TESTS,AND INSTRUMENTATION. <br /> TYPE# 66fi(in) MINERALOGY. <br /> _= (N) <br /> Tw <br /> 0-0-5 100 HA NA SILTY SAND(SM):DARKYELLOWISH BROWN(10YR 3/4),DRY, — HAND AUGER FROM 0.5 FEET BGS, <br /> SEMI-HARD <br /> 1- — <br /> 2- <br /> 3- <br /> 4- <br /> 5-5-10 <br /> -3-4_5-610 100 SS 3-&12 SILTY SAND ISM):BROWN(I OYR 4/3),SEMI-DRY — BEGIN 10 INCH HOLLOW STEM AUGER <br /> 6- <br /> 7- <br /> 8- <br /> to- <br /> -7_8-10-10-15 33 SS 7-10.13 SILTY SAND(SM):BROWN f0YR 4/3),MOIST — <br /> It- <br /> 12- <br /> 13- <br /> 14- <br /> 15- <br /> 1-12-13-1415-1520 17 SS 1-1-1 SAND(SP):VERY DARK GREYISH BROWN JIGYR 32),WET, — HEAVING SANDS,FINE SANDS <br /> LOOSE <br /> 16- <br /> 17- <br /> to- <br /> 19- <br /> 20- <br /> 6-17-18-19-20-20-25 67 SS 2-2-1 SAND(SP):GREYISH BROWN,(10YR 5/2)WET,LOOSE — MEDIUM SAND <br /> MW SET AT 23'BGS <br /> TO=25 BGS <br /> 21- — <br /> 22- <br />