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PROJECT NUMBER BORING NUMBER <br /> MONROW <br /> SAC31583.AC.ZZ BH-3 . SHEET 2 OF 2 <br /> s <br /> SOIL BORING L•OG <br /> PROJECT Forward landfill LOCATION Stockton. CA _ <br /> ELEVATION Approximately 39 feel DRILLING CONTRACTOR P'1(ne+ (1111111,19 Company <br /> DRILLING METHOD AND EQUIPMENT 4-7/8'•Rotary Wash - Faihng 750 <br /> HATER LEVELS <br /> Not Measured START 4/30/9' FINISH 5/01/22 LOGGER K• Gaily <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> ®� PENETRATION <br /> TEST <br /> wv ® RESULTS SOIL NAME.USCS GROUP 5YM6OL. Cl,lt1R. (_' DEPTH OF CASING.CRILLING R: <br /> MW a cc w MOISTURE CONTENT. RELATIVE DENSITY 0 DRIi:ING FLUID LOSS <br /> =,Q Cr w ? OR CONSISTENCY• SOIL STRUCTURE. co TESTS AND INSTRC•�cNTATION <br /> I.-LL w w m 0 6'-6'-6' =c� <br /> W? }j. w IN) MINERALOGY J <br /> 01n — •-Z Cc --- <br /> 31.0 POORLY GRADED SAND- (SP). <br /> S-6 1.3 13-20-15 orange-blown and some pale yeflnw <br /> (38) Grown. wet. dense. I,e,e 10 mr•Lum �;,.,n,.•i j <br /> 32.5 sand. liace clay <br /> - I <br /> 4 <br /> 1 <br /> , <br /> 35.0 ' <br /> 36.0 <br /> POORLY GRADED SAND: (SP). ;,Imb• :! <br /> S-7 1.1 1 -14-27 above. unifvom tWale Yellow-1.n,rwrl. ..!?1- <br /> 146) dense <br /> 37.5 i <br /> J er. r.:,nleted fines . :ain at 38.• <br /> fee: <br /> i <br /> 40.0 _i Noied sandy mate,.---* <br /> 40.0 feet <br /> 41.0 <br /> WELL GRADED SAND: (SW). v�•���ye'-=.• w�•• <br /> S-S 0.9 26-31-40 wet. ve!y (tense <br /> 42.5 (7t) <br /> Total Deplt, = 42-5 feel <br /> I <br /> I <br /> 45.0 <br /> i <br /> i <br /> a <br /> i <br /> 50.0 <br /> -i <br /> 55.0 J <br /> I I <br /> 1 <br /> - I <br /> I <br />