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r <br /> KEY TO BORING LOG <br /> r Q I Aeectiptlon/Soli Clowgc2t4on <br /> (Cour, Texture, Structures) <br /> 4 hcties asphalt <br /> Brous colyey sand (medlum dense, dry, no product odor) <br /> 2 <br /> I (grades molai) <br /> _ 4 13 I A7 ' (modomts product odor) <br /> 15555 <br /> Encountered water 7/13/ae (73:(0) <br /> STREET BOX <br /> - CEMENT GROUT SEAL <br /> BENTONITE SEAL <br /> WELL CASING <br /> SAND/GRAVEL PACK <br /> WELL SCREEN <br /> t3 ORGANIC VAPOR CONCENTRATION DETERMINED 13Y <br /> PHOTO IONIZATION DETECTOR (P.I.D.) IN PARTS PER <br /> MILLION (ppm) FROM SOIL SAMPLES <br /> A SAMPLE IDENTIFICATION <br /> 2 BLOW COUNTS TO DRIVE A SPLIT BARREL SAMPLER <br /> 15 USING A 140 Ib, HAMMER FALLING 30 INCHES. <br /> COUNTS ARE FOR EACH r) INCH INCREMENT THE <br /> SAMPLER IS DRIVEN <br /> 17ERVAL SAMPLED <br /> ® SAMPLE INCREMENT RETAINED FOR LABORATORY <br /> ANALYSES <br /> SOIL CLASSIFICATION GRAPHIC/.SYMBOL <br /> (SEE UNIFIED SOIL CLASSIFICATION SYSTEM) <br /> —.y DEPTH TO WATER, DATE, TIME <br /> L�Ju�GROUNDWATER <br /> OC1t70Ei1 tau+. IM - r¢v. c <br /> TECHNOLOGY, INC. <br /> a <br />