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Project No. : 882010140 9 <br /> Date: 8-26-88 <br /> WELL DESIGN <br /> DEPTH J W Ca J PEKE <br /> IN ¢ = o = RESIS DESCRIPTION x SANE <br /> FEET V = J 4 / FT 4 3 <br /> "ID-0 02 SL01 <br /> 28 28 Feet Below Existing Ground Surface <br /> Ilrll <br /> — 29 - <br /> 30 - <br /> 9 30 � liii 30 <br /> 31 - <br /> 3-30 1 r 1 20 Headspece-90 4ppm <br /> r l r <br /> r 32 - I l l l l <br /> ' ' ' ' ' Brown silty send/sandy silt (ML), dense, damp -- <br /> 33 i i i i i slight odor but not necessarily HC <br /> V I I I <br />' <br /> 34 <br /> 1 1 ! I I <br /> 35 3-35 i i i 16 Headspece=104ppm 35 - <br /> t36 iii Some as above except slight HC odor <br /> 37 Irlll <br /> V I I I - <br /> 1I I I I <br /> 38 - <br /> I l l l r <br /> 1 1 1 1 1 <br /> 39 <br /> Ilrll - <br /> 41 I � iii 40 - <br /> 41 3-40 20 Headspece=9 6ppm <br /> I I I <br /> 42 1 1 1 1 1 <br /> ILII (cuttings became moist-possibly <br /> 43 Q <br />' 44 - <br /> 45 46 3_45 26 Head3pece=36 4ppm 45 <br /> - <br /> r47 Brown 311t (ML), dense, moist - no HC odor _ <br /> 48 - <br />' 49 - <br /> 50 3-50 26 Headspece=9ppm 50 - <br />' 51 <br /> - 52 - Botto m of bo ring at 51 5 ft - <br />' 53 - <br /> 54 - <br /> 55 <br /> 354 55 55 - <br /> Figure 3-B- Test Boring Log No. B-3 <br /> - Monitoring Well No. MW-3 <br /> Woodward-Clyde Consultan <br /> 1 <br />