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A A <br /> 0 u p MW-4 70 MW-5 MW-6 140' <br /> ,� "a d� P ,�. a" z a wnfra >a� �.� w z ' <br /> ARM N� <br /> � L <br /> �e caf <br /> � n <br /> 3' a ve r <br /> ND/ND a a s T �eagn g 5 <br /> 10 —10 <br /> ND/ND � � � d ��` ` �� � ND/ND ND/ND <br /> sxta ifP. <br /> a "'' �* asee <br /> ' F <br /> 15 <br /> 15 <br /> AN, <br /> " x � a1K <br /> 9 <br /> f� a F � ND/0435 a H ND/1 9 <br /> NDIND rs a Kg I 20 <br /> 20 <br /> �a <br /> EXPLANATION <br /> Mstoncal <br /> Silt&Clay(ML/CL) r Explored fluctuation <br /> I Interval of water table <br /> Well-graded Sands,Sands w/Clay(SW/SC) _ screened <br /> ineterval <br /> - Potenuometric Surface of Water Bearing Zones <br /> MW-6 Boring/Wel1ID CROSS SECTION A-A' CLEARWATER <br /> Analytical results Barnes Trucking Facility GROUP,INC. <br /> ND/0 035 and location <br /> of soil samples 1817 South Fresno Ave <br /> NOTE MTBE was ND<D05 to all samples collected 1/1/99 <br /> Stockton, CA 95209 Project No Figure Date Figure <br /> C-178 3199 3A <br />