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' CONOOR EARTH TECHNOLOGIES - Geologicoi Log BORING IJII Rl�-1 <br /> PAGE1 oE1 <br /> iPROJECT NO 1838 DATE 6/11/99 <br /> ' PROJECT Libbey-Owens-Ford TOTAL OEPTH.16.0' WELL CONSTRUCTION DETAIL <br /> LW-TO J D i ese I Supply Line HOES UHLTER-10" TOTAL CASING DEPTH. 16' <br /> 01 SIK <br /> ORTLLING CONTRACTOR' V & lJ Ori I I in HAI-11ER WEIGHT A14D FALL 110lb/30" "ASIN6 9.020" <br /> g SCfii=EN St(Il SIZE 0.020" <br /> ' DRILL ERUIF Mobile 1361 SURFACE CONDITION` Sol 1, 61us5 SCREEN INTERVAL 6'-16' <br /> DRILLING METHOD:Hollow Stem Auger OFPTH TO STATIC DATER 8' FILTERPACK INTEROAL 5'-16' <br /> PENT0I4I1L SEOL INTLRML Z'-5' <br /> COGGED) RY D. F. Kresse DELL COL16R FLEV-99.35' GROUT INTERVAL 0'-z' <br /> ' DEPTH FIELD DESCRIFTICN MIPL1 w w <br /> [ETT ° _ a WELL REMARKS <br /> 'n is v u GRAPHIC <br /> u intrVI /ID I U arc <br /> sr - <br /> Lip 1 GR=GRILL <br /> [ <br /> DV-DRIVE <br /> 8i OVA=PTD in PPf <br /> 2 <br /> 1 9 <br /> SP SRNO with SILT nod. Yellow brown; UV[ / <br /> 5 SI1 95% very Fine to Fine sand; 5' PIO 99 Ppm, <br /> low Plastic Fines: moist DR 1 — Strong Diesel Odor <br /> SE F'o/7LAfEY ShNO: gray greerish brown: >T same os above, but grading to ;M _ I.'>f 7' PID 192 ppm, <br /> B 15a c l av F i nes �? <br /> Strong Diesel Odor <br /> 1[I Cuttings ind,cnte clovey 501E t Strong piece] odor <br /> g in oll cuttings. <br /> I1 but heco.se entire colunm is reletiveiy <br /> • sort fd.esel presence) it is s i <br /> 1� dirFicuit to determine depth it beGins <br /> B <br /> 1� <br /> 15 <br /> ' TOTAL DEPTH OF BORING 16.0' <br /> li <br /> lE <br /> 19 <br /> 23 <br /> �9 <br /> 2� <br /> 26 <br /> 2r <br /> 26 , <br /> 24 � <br /> I <br /> ]0 I <br /> ]1 s <br /> 1 <br />