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GROUNDWATER <br /> I <br /> �1 LJ 'TECHNOLOGY, INC. <br /> Monitoring Well 6 Drilling Log <br /> Project Tpv- r-g rfiarter-itz;Iv Owner Sketch Mop <br /> Location_Stocktnn r-. Project Number 902/190-41 r)n <br /> Date Drilled 2/2/9D Totol Depth of Hole 50 ft- Diarneter 10.5 in SEE SITE PLAN <br /> Surface Elevotlon Water Level Initial 37 ft. 2- <br /> 4-hour--Screen: Dlo. 4 in. Length 75 ft.. Slot Size m0 in <br /> Casing: Dlo.- a in. Length_25 ft.. TypePV_ <br /> Drilling Company Sierra Pacific Drilling Method Hollow ctpm Auger <br /> Driller 77 EMehanf Log by M. rlctonanrf Notes: X-no sample <br /> Geologist / Engineer E.K. Simonic License No. - R.C. x`449 recovered <br /> � 3 <br /> s Descrlptlon/Solt Classiflcatlon <br /> 8 � $� (Color, Texture, Structures) <br /> 0 <br /> 6 inches concrete <br /> zc Brown, clayey sand (moist, no product odor) <br /> 2 0; <br /> sc/ <br /> ° c Brown, silty clay (verystiff,, d ry, no product odor) <br /> 0 d_ A <br /> a: e <br /> 6 °° 0 20 <br /> 33 <br /> 0 <br /> 8 0 s 0. <br /> . <br /> CL <br /> a (grades ligt;t brown) <br /> 10 = o B <br /> 0 10 <br /> 17 <br /> 34 <br /> 12 0' <br /> o; <br /> Brown, sandy, silty clay (very stiff, dry, no product <br /> - 14- odor) <br /> C <br /> 0 9 <br /> 16 ° 0 13 CL <br /> 21 <br /> Brown, clayey, fine sand (medium dense, moist, no <br /> roc" product odor) <br /> 20 D <br /> 0 <br /> 9 <br /> o: 14 .sc <br /> 17 ' <br /> 22 •; ��' <br /> (grates silty) <br /> 24 ML Gray-brown, clavey silt (very stiff, moist, no <br /> ' I Product >ror) <br /> e/ee RLY. c Page—Lof 7 <br />