Laserfiche WebLink
Barging Nixmber: 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- 11/18/99 Total Depth* 61 5 Feet <br /> Logged By. Ken Mateik Depth To Groundwater 55 Feet <br /> o <br /> •. E c C C , <br /> m� v g' n m Soil ,S2 Well Comments <br /> m �, « Description e <br /> _ E Construction <br /> r o <br /> U <br /> — 4 <br /> 12 <br /> 31 14 18 16 0 31 FINE SANDY SILT, armee—brown, IIL i Well constructed of 2 inch <br /> 19 moist, low plastielly, hard, no odor , diameter schedule 40 pvc <br /> 32 32 _ 4 caning <br /> a <br /> 33 33 <br /> 34 34 • • <br /> Y d <br /> 35— 35c <br /> 0 <br /> in 19 CLAYEY SILT, grey—brown, damp,—— • • <br /> medium plasticity, hard, some caliche YL <br /> 35 y 37 23 18 17 0 36 staining, no oder <br /> 37 37- <br /> 38— 38- <br /> 39— 39 <br /> 40— 40 <br /> 41 g 12 SILTY SAND, brownish—prey. moist„ <br /> 22 18 16 0 41 dense to very dense, no odor SY <br /> 50 <br /> 42 42- <br /> 43— 43- <br /> 44— 44- <br /> 45— 45 - -- - -- -" --- - <br /> �j 33 IS 15 0 FINE SANDY SILT, brown, moist, low UL very moist but no free water <br /> 46 y 50 46 pasbelty, hard to very hard, no at 45 feet <br /> or <br /> 47 47 <br /> State water at approximately <br /> 46 1/2 feet <br /> 49 49 = <br /> e <br /> 50 21 50 Increasing moisture content ML c <br /> 51 50 18 17 0 51 <br /> u <br /> 52 52 <br /> v <br /> 53 53— <br /> a- <br /> 54— 54 °0 <br /> v <br /> .n 28 55 SILKY SAND, brown wet, dense, no odor— SM N water at approximately 55 feet <br /> 56 m 50 12 9 0 56 FINE SANDY SILT, brown, wst, low ML — <br /> plasticFW, very hard, no odor <br /> 57 57 <br /> 58 5B <br /> 59 59 <br /> 60 BO <br /> Page 2 Of 3 <br />