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Boring Number: MW--3 gORIZON ENVIRONMENTAL INC. <br /> Job Number. 7039-12 <br /> Site Location- QuikStop #039. Stockton <br /> Drilling Company. V do W Drilling Drilling Method 8" Hollow Stem Auger <br /> Drilled By. Ryan Kublis Sampling Method Split—Spoon Sampler <br /> Date Drilled: 11/16/99 Total Depth- 61 5 Feet <br /> Logged By: Ken Mateik Depth To Groundwater 55 Feet <br /> E o,— o <br /> o o r 5 o Q <br /> ¢U a ca F 'a s' Soil � well <br /> m O m Description Canstructlan <br /> Comments <br /> a E U n a c <br /> N_ m <br /> c C � d <br /> a U <br /> t ! � <br /> 1 1 ra 8assrodc <br /> SANDY SILT, brown. moist, low plastldty. <br /> 4 Hand auger to 4 feet depth <br /> 2 2 ruff, some concrete debris: fill MIL • s Well constructed of 2—Inch <br /> CLAYEY SILT, dark--brown, ML A diameter schedule 40 PVC <br /> 3 3 damp, low to medium , casing <br /> platicity, stiff to hard, no +a <br /> 4 4 oder native sail A d a <br /> A <br /> 5 ,n 12 5 Orange—brawn, molst, no ML r <br /> t 19 18 17 0 odor ` + A a <br /> 6 H 28 6 4 A <br /> 7 Some fine sand in clayey silt �� '• <br /> matrix <br /> e 8 e <br /> r A a <br /> + A <br /> 9 9 <br /> a r <br /> ` O <br /> 10 16 10 * .a ` <br /> 11 yr 19 34 18 13 0 11 SILTY SAND, orange—brown, SM • moi. <br /> damp, dense, no actor • <br /> A <br /> 12 12- <br /> 13— <br /> 2 13 13 ` A a <br /> 14 14 ' <br /> fa �� <br /> 15 15 - -- - - -- `- -- - -- <br /> 13 CLAYEY SILT, gray—brown, <br /> 16 134 18 16 0 16 most, medium plasticity, ML . • A <br /> in 40 hand, no odor <br /> 17 17 <br /> Aa <br /> 18 <br /> is- <br /> 20- 0 <br /> 820 a 10 20 Grey--brown with some caliche A• •+ <br /> `j 21 18 15 0 staining, no odor ML <br /> 21 rn 32 21 <br /> 4 + <br /> 22 22 4 • <br /> 23 23 ` r <br /> 24 24 a 4 <br /> r A <br /> in21 FINE SANDY SILT, orange—brown, ML <br /> 26 1 33 18 16 0 26 moist, low plasbcrfy, hard, no odor a <br /> y 50w 4 <br /> 27 27 + <br /> A <br /> 28 28- <br /> 201 <br /> 8 29 29 • <br /> 30 30 <br /> Page 1 Of 3 <br />