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GROUNDWATER } <br /> �D❑ TECHNOLOGY, INC. 1 <br /> . Sail Bol'1ry Drilling Log <br /> Project Te aeol_Stockton pw�2-Tena Refining � Marketing Sketch Map <br /> Location 440 Charter wax Pro jact Number 202/150--4150 <br /> Dote Drilled 5/9/8° Total Depth of Hole -5 ft biometer SEE SITE PLAN <br /> Surface Elevation Water Level Initial 24—hour <br /> Screen. Dla, Length Slot Size <br /> Casing: Dia. Length Type <br /> Drilling Company si er+-a Par-s-ri r Drilling Method Hn]7 ow -tem Agger - <br /> DrillerA• SChonberger -Log by M. Ostendorf Notes: <br /> Geologist / Engineer E.K. Simonas 1-)cense No. R.G. ;14422 <br /> g Descrlptlon/Soil Classification <br /> (Color, Texture, Structures) <br /> D onV o U 6 inches concrete and 12 inches sand and gravel fill <br /> 2 0,0. Dark brawn clay (moist, no product odor) <br /> •o <br /> II ° <br /> 4 eo 00 (grades tan) <br /> e o A <br /> ' ^ 7 <br /> 12 'Ian, silty clay (stiff, dry, no product odor) <br /> opo• <br /> s • <br /> 8 - <br /> C <br /> o° <br /> D g , <br /> oo° a <br /> o•°Q ° �s (grades tan--brown, very stiff) <br /> 12 o�p <br /> •��° CL <br /> o <br /> 0 <br /> D D� C <br /> D'oo s <br /> 16 p•0° ° Z Tan, silty clay (stiff, dry, no product odor) <br /> 00 <br /> 18OyOa (whiLe caliche stringers in sample) <br /> _ O <br /> ° o <br /> D <br /> ° 92 (grades very stzrf) <br /> 22 <br /> Q�1 <br /> O V•• <br /> 24 QD <br /> n <br /> a/aa *t c <br /> Pageof <br />