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KEY TO BORING LOG <br /> P: G <br /> 3 Description/S011 Classification <br /> d E as r� (COIor,T4xture, Structures) <br /> ' EE <br /> opu <br /> w <br /> 0 4 inches asphalt <br /> Brown clayey sand (medium dense,dry, <br /> slight product odor) <br /> ( 4 " � (grades moist) <br /> 10 ! 'SC" (moderate product odor) <br /> 6 _Encountered water 7/12/86 (1430) <br /> STREET Box <br /> CEMENT GROUT SEAL <br /> BENTONITE SEAL <br /> WELL CASING <br /> f: SAND/GRAVEL PACK <br /> WELL. SCREEN <br /> IO ORGANIC VAPOR CONCENTRATION DETERMINED BY PHOTO IONIZATION <br /> DE'T'ECTOR (PI.D.) IN PARTS PER mILLION (ppm) FROM SOIL SAMPLES <br /> A SAMPLE IDENTIFICATION <br /> 2 BLOW COUNTS TO DRIVE A SPLIT BARREL SAMPLER USING A 1401b. <br /> 5 HAMMER <br /> FALLING <br /> 30 INCHES. <br /> COUNTS ARE FOR EACH 6 INCH <br /> 4THS SAMPLERS DRIVEN. <br /> INTERVAL. SAMPLED <br /> i ® SAMPLE INCREMENT RETAINED FOR LABORATOtZY ANALYSES <br /> SOIL. CL.ASSIFICATICsq GRAPHIC/SYMBOL (SEE UNIFIED SOIL <br /> ,SC' CLASSIFICATION SYSTEM). <br /> DEPTH TO WATER, DATE, TIME <br /> v <br /> GROUNDWATER <br /> "' TECHNOLOGY <br />