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Project No.: 8820101A <br /> Date; 8-29-88 Elevation. <br /> WELL DESIGN <br /> DEPTH a. m PENE DESCRIPTION �x3 SAND <br /> IM Z; = � RESIS <br /> FEET _3 w / FT 41D-0 02 SLOT <br /> 0 ExistingGround Surface <br /> }•ti•ti•ti• ti ti•�•ti•Jti{. r•r•J.r <br /> AC Pavement end base t.ti•ti•w• <br /> 1 1 r.r•r• r•!•r•r <br /> r•r•{. l•r•r•r <br /> 2r•r•r• r•r•r•r <br /> Black clay (CH),stiff,damp- slight HC odor <br /> ti.ti.ti. ti.ti•ti•ti• <br /> 3 <br /> r.r•r• r•r.r•r <br /> - S.�.ti• ti.S•ti•ti' <br /> 4 r.r•r• r.r.r.r <br /> Brown silty clay (CL) firm to stiff,damp - slight r•r.r• r'J•r.r <br /> ti,S,ti, ;••\.ti•ti• <br /> rr.j.r• {•r•J•r <br /> 5 HC odor 5- �.;.� tirti of;, <br /> r•r•r. r•!•!•r <br /> ti•4A• S•ti•4'ti' <br /> 1-5 39 Headspace=19 6ppm - ;rtif.4 ti��ti1tir <br /> sr r•r• r r•r r <br /> r•r•r• r•r•J•r <br /> _ �.ti.ti• rifylyf <br /> 7 tf't�1r' Y•L•ti•'Y• <br /> r•r•r. r•r.r.r <br /> 8 Brown/green silt (ML) with trace clay, moder- <br /> .- .!•l.r. .r.r•r•J <br /> atel y dense,damp - slight HC odor r-r !' r•r•r.r <br /> s.ti.ti. ti•ti-ti.ti• <br /> ry r•r r• r.r.r•r <br /> 7 _ �.S•ti• ti•ti•�•ti• <br /> r•r•r r•r•r•r <br /> r•r•r• •!•r•r•r <br /> - 10 <br /> r•r•!• J•r-r•r <br /> _ :r�rir- Lrtirtirtir <br /> 1 1 1-10 16 Head3pace=52 4 ppm ;•f••ti., r•r.r•r <br /> ti4•ti•ti•ti• <br /> r•t•r• .r•r•r•r <br /> ti y' ti'~'1'ti• <br /> 12 r.r•r- r-r•r•r <br /> Some as above but grey/green in color r•r•r• •!r•r•r <br /> ti•ti•ti• ti•�•ti•+• <br /> — r•r r• r•r•r-r <br /> 13 <br /> r r•r- r•r.r.r <br /> r �•r• r•r•r•r <br /> 14 — ti t�;r' tirti tirti' <br /> tir�l�!• tirti�rtir <br /> L 15 <br /> +r•r•r. r.l.r.r <br /> 16 1-15 26 Headspace=18 3ppm �'�'�' �•�'�'� <br /> r•r•r- r•r•r•! <br /> �.ti•ti• 4•tiati.ti. <br /> r•r.r• .r.r.r.! <br /> �1 ti•4K• ti•ti•ti•ti• <br /> 1 tfine <br /> r•r•r• r'r•J•r <br /> - .r.r.r• r•r•r r <br /> Grey/green silt (ML) with some f�rte sand mod- ti•ti-�• ti•ti•ti•; <br /> 18 erately dense damp - slight HC odor f•r•r. r.r.J•r <br /> •r•JY• JY•{•{ <br /> ` r•r•J• r•!•r.r <br /> y.i.ti. yS.t.ti. <br /> r•r•r• r+r•r.r <br /> ti•ti•ti• ti•ti•ti•ti• <br /> 20 1 1 I tir{rte' irtiw of <br /> 21 1-20 1 1 1 30 Head3pace=49 7ppm _ ti�y�;�• }ti�� � <br /> I 1 1 .r•r•r• •r•r•r+r <br /> 1 I I 1 ti.ti.ti• ti•ti t•5+ <br /> J•r•r• r•l.r.r <br /> 22 - 1 1 1 1 1 `•`-`• '•�•`•�• <br /> — r•r•r• r.J r.r <br /> 1 1 1 1 1 Grey/green silty send SM),fi ne to very fine, <br /> 23 1 1 1 1 1 mode ratel dense dam - sly ht HC odor <br /> y P 9 — tir;f;r• 4;{ftir;r <br /> 24 r l 1 r r <br /> r1111 <br /> 25 <br /> ' 1-25 i i 16 Headspace=300ppm 25- <br /> 26 iI ( <br /> 27 Some as above except strong HC odor _ <br /> 11111 <br /> Figure 1A - Test Boring Log No. B-1 <br /> ' - Monitoring Well No. MW- 1 Woodward-Clyde Consultants <br />