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1 <br /> BORING: MW-3 <br /> DRILLING `: HSAuger � <br /> _. PROJECT NAME: Miner Avenue ,gar Wash DRILLING DATE: 3/15192 <br /> PROJECT NUMBER: EK-6006-1 DRILL: Mobile B-53 <br /> PROJECT LOCATION: 601 East Miner Avenue LOGGED BY: M.Magargee <br /> SAMPLE DATA <br /> LffFiOLOGY d - WELL CONSTRUCTION <br /> o v (Remarks) Q Q. 0- `t' ®E �Q DIAGRAM I <br /> z <br /> co co <br /> oAs hall ,.r s 3% Bentonite <br /> .sr <br /> C SILTY CLAY. Dark sack cement.k brown, fill with occasional rad S,Yy ,Yrr' <br /> ' - ML bricks, good plasticity, slightly moist. £i ycr <br /> sYa Yjr <br /> 5 5.5'x' NO 6!7!6 rs ,Yas No staining <br /> f,Yd ,sS No odor <br /> sr <br /> ' gra �Ys <br /> fis �r <br /> „Yrs <br /> i0 9.5'-11' NO 8/11!9 'P4a sf 1,10o staining <br /> Mu <br /> L CLAYEY SILT: Brown, moderate plasticity, moist. 'tyY ys No odor <br /> 9,Ya sf <br /> S.Yr %r <br /> rye lar <br /> ... 15 _________________________ 14.5'-16' 16SY YS <br /> ' - Same as above. - N D 11/27/21 dsr f <br /> S% sr <br /> r%S .sS <br /> rY rr• <br /> ' CL CLAY: Brown, good plasticity, moist. <br /> ' 20 19.5'-20.5 NO 10/17/22 <br /> f,Ya .-Yar No staining <br /> %x „YFS Trace odor <br /> r,Ya ,Yzr. <br /> r cS <br /> 25 Same as above. _ 24.5-26' 10 8/12115 sa .ar No staining <br /> ra YSS <br /> �..., SY Yr Slight odor <br /> SW °lir SAND: Tan, ,It graded, lame, slightly moist. �s <br /> .ter <br /> CLAYEY SILT: Brawn, 29.5'-30' <br /> wn, moderate plasticity, moist. i7 50 7/10/15 <br /> s ,�YdS <br /> 30 M V ® <br /> - CL rY ys No staining <br /> y ys Slight odor <br /> tY „� d°PVC Blank <br /> ri Yar <br /> 35 _____________________ rs .as <br /> Same as above. -- 34.5'-36' 75 8/11/16 Q� ,Ya S• <br /> rya Yss <br /> C SILTY CLAY: Brown mottled, moderate plasticity, S,Y3 .Ysf <br /> ML hard'. y yr No staining40 -- <br /> --------------- --- 39.5'-41' 18 105 6112117 •.r <br /> - - fY Yf Moderate odor <br /> Same as above. Benlonile Chips. <br /> 45 ----------------------- 44.5'-46' - a5 9/17/10 Sand <br /> Same as above- 4'PVC <br /> 0.010 Sint <br /> 50 S M/ VERY SILTY SAND: Grayish-brown, significant clay, 49'-51' 19 125 10/17/3 No staining <br /> ML ; compacted. moist. Moderate odor <br /> SAMPLE SYMBOLS: M Spl@ Spoon cof. Note: This log of subsurface conditions is a simplification of acual <br /> Shelby Thin Wall ® Gran conditions encountered. It applies at the location and time of drilling <br /> ® sp-r Subsurface conditions may differ at other locations and times. <br /> I Page 9 of 2 <br />