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Project No. : 8820101A <br /> Date: B-26-88 <br /> Elevation. <br /> ' DEPTH w 'r w PEKE WELL DESIGN <br /> IN = s U = RESIS DESCRIPTION Jv3 SAND <br /> cc FEET Ch i _j c¢ n / FT <br /> 4"ID-0 02 SLOT <br /> 0 Existin Ground Surface <br /> �.�.ti.�. <br /> •f•r•f•r AC@Vt n and base tif�}7r• of r�r <br /> 1 ti+;•ti. �.ti.ti.• <br /> J•J•r• J•r•r <br /> Black clay (CH), very stiff, m013t - no HC odor ti•4•ti• ti•4•ti•• <br /> J•r-r- r•r•r <br /> r•r•r• r•r•r <br /> l•r•r• r•r•r <br /> 4Jtif~1• ylsr l' <br /> ti•ti•4. ti.1,ti.. <br /> 3 r•r•r• r•r•r <br /> ti•L•ti• ti•1•t <br /> r•l+t• r+J•r <br /> 4 <br /> 5 :f.f~f+ tij~j~f <br /> ti•ti•ti• ti,1,S.. <br /> 3-s32 r•r•r• r.r.r <br /> _ �•�+�• ti.ti+ti++ <br /> tiftirtir• ti tir•J <br /> 6 — ti tiftir' {:{fyf� <br /> ' r•r•r• J•J•t <br /> 7 _ tiftijti=` {rti tir <br /> Dario grey/green silt (ML) with some clay, dense ti L tf. •r•J•r <br /> ti.ti.ti. ti•ti••L•• <br /> r•r•r• r•r•r <br /> ti•ti�ti,. <br />' damp - no HC odor ` tif;ftif tiresf• <br /> ti•ti•tif' 'r'r'r' <br /> tiw•ti• <br /> r•r•r• }j}}�} <br /> ti•ti•ti• ti.ti.ti.• <br /> •J•J•r• .r•r•l <br /> 1 0 10 ti'ti•ti. ti.ti.ti. <br /> J•l•r• J•J•r <br /> 3- 1067 S,ti,ti + <br /> 1 1 67 Headspace=4 Sppm tibtiA f, <br /> — ti•1•ti• ti•1.4• <br /> J•l,r, l•l•l <br /> 1.ti.ti• y+ti,ti,. <br /> 12 _ r+r•r` f•r•r <br /> �r lir• iji.•i.•� <br /> ti•ti ti• ti.ti.4. <br /> 13 _ <br /> L tifti�' ti,1�tif <br /> 14 M <br /> 15 3- 15 <br /> 66 Headspace=l5 Sppm <br /> 16 - r <br />' - � <br /> 17 ip, <br /> 18 Brown-yellow/brown s@ndy silt (ML) with fine _ <br /> sand, dense, damp - no HC odor <br /> 19 <br /> 20 20_ <br />' 3-20 35 Headspace=l6 4ppm - <br /> 21 � <br /> 22 <br />' 23 - <br /> L27 <br /> 4 <br />' 5 Head3pace=16 4ppm <br /> 3- 25 25 <br /> 6 22 Brown sandy silt/silty sand (ML), dense, damp <br /> no HC odor <br /> Figure 3-A- Te9t Boring Log No, 8-3 <br /> Monitoring Well No . MW-3 Woodward-Clyde Consulten <br /> r <br />