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BORING/WELL GRAPHIC DESCRIPTION <br /> CONSTRUCTION DETAIL LOG <br /> DEPTH PID <br /> IN FEET (ppmv) <br /> + + + « + + + + 0 <br /> ... « + + + + + y <br /> + + f + « ♦ + + Asphalt. <br /> + + # + + r + + <br /> + + + + + + + + CL—Inorganic silty clay, gray, <br /> + + + + + + + + <br /> } } } + + f r + medium dense, dry, no odor. <br /> } + # } + + <br /> + 4 + 4 ♦ i # 4 <br /> + + + f + f + f 3 <br /> + + + + ♦ + # 4 <br /> + r + + + + + <br /> r++++++++++++++ cJ+ + « + + + + + <br /> + # + 4 + 4 f # <br /> i + # f i + 4 4 b <br /> + + ♦ 4 + 4 + « <br /> i + r + 4 + 4 ♦ <br /> 4 4 # 4 # 4 + # <br /> « + + + + + f ♦ 8 <br /> # r # r # + + 4 <br /> 4 + 4 1 4 4 # + <br /> Grout +++++++++ # + + <br /> + + # + <br /> 4 f « f + # 4 + 10 <br /> ++++++++++++++++ 1L <br /> + f + f <br /> + + + 4 + + ♦ # 13 <br /> + r + f <br /> + + 4 # 4 + + # <br /> + « + f + + + f 14 <br /> f # + # 4 4 4 + <br /> } + 4f + + + 15 <br /> ++++++++++++++++ 0 ML—Inorganic clayey silt, light <br /> # + + + + f + + brown, very stiff, dry, no odor. <br /> + f + f + + « # <br /> 16 <br /> + f r f + + 4 # <br /> # + f + + + r +f r f ♦ + + + + 18 <br /> i4 + 4 ♦ 4 # f <br /> f r + r + 4 + + 19 <br /> } + « + r r f + <br /> 20 <br /> + 4 f 4 ♦ 4 + f <br /> EXPLANATION: CONTACTS: APEX ENVIROTECH, INC. <br /> 1 Water level during drilling Sieve sample —Solid Boring/Well Log Job No. <br /> where certain Details GP-3 REX01.001 <br /> Q Water level in completed well ❑ Grab sample Dotted where <br /> approximate Former P.E. O'Hair Site BORING/ <br /> Estimated permeability <br /> ❑ Location of recovered drill sample est K (hydreulic conductivity) ----Dashed where 1102 South Aurora Street WELL <br /> 11 uncertain <br /> K�primary. 2K�secondary Stockton, California QP-3 <br /> ■ Location of sample sealed for —Hachurod whore <br /> chemical analysis NR No recovery gradational 03/26/02 <br />