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ProJ ect No. : 8820101A
<br /> Date: 8-29-88 Elevation.
<br />' WELL DESIGN
<br /> S DEPTH � w ,,� PEKE DESCRIPTION -*3 SAND
<br /> CLm RESIS
<br /> I N r _ " = 4"1 D-0 02 SLOT
<br /> FEET tr D N / FT
<br /> Existing Ground Surface yr•rtir+ yy'�',
<br /> AC pavement and base r•t•r•
<br /> y+yy y"y,y,
<br /> r•r•t• l•l•r,
<br /> 1 ti•yti• y•y•ti•
<br /> ■ •r•r■1,
<br /> r•r•r y,y,y.
<br />'
<br /> 2 - �'�'�` t•r•r,Black clay (CH), sno odortiff, damp - r•t+r• ti,y.ti;
<br /> t•y•y j.j.,,
<br /> r•t•r• ti,y.ti.
<br /> ti•y•y .r•r•r;
<br /> r•t•1• y,y.ti.
<br /> r•r•t• ti,y,y■
<br /> 4•yy r•r.r,
<br /> t•r•r•
<br /> ti•y•S• y•y•ti•
<br />' r•r•r• ■r•r•r
<br /> ti•y•ti• y"~'~�
<br /> t•t,r• ti?ti?tip.
<br /> 4 5 titirr••yy•rr•tti,•rr'
<br /> 5 Heedspace=l Eppm •+• tiy{•rt•.4y•tr,.tiiti••rrr
<br /> 2-5 14 ,•
<br /> — ti•y•y t.t.r,
<br /> s r•t•r• ~•;•~•
<br /> CH-CL), firm to stiff, damp - y•y's'
<br /> Brown silty clay ( .r•t•t• r•j•r:
<br /> _ y,yti• ti.y.y.
<br /> ti•y•y j,j.r,
<br /> No odor r•r•r• ti,y,y,
<br /> ti•y'+• t•t r
<br /> 1t•t•r•
<br /> •y•y ;,y,y,.
<br /> r•t•r• r•r•r,
<br /> 8 _ ti,y,ti. ti•y•ti•
<br /> +r•r•r• .t•t•r,
<br /> t•r+r• r•r•t
<br /> �•1•yy,y,y,.
<br /> 9 r•r•r• r•r•r
<br /> 10
<br /> 10
<br /> .r.r.r;
<br /> m
<br /> ti•yy•
<br /> Head3pace=43 8pp t.t•t,
<br /> 1
<br /> 2- 1 0 59 t•r•r+ t.r•r,1 ti y.ti• ti.y ti•
<br /> j•r•r• r•r•r,
<br /> Brown slit (ML) with some clay, very dense, _ tiftiftif, ~'~ftir,
<br /> 1 2 �•y•y' r•t•r.
<br /> dam - Slight HC odor r•t•r• ti,y•y•
<br /> 4•y•ti• j■j.j�
<br /> 14
<br /> r•t r•
<br /> � � ti•y 4• ti'y'y•
<br /> j,t,j, +r.t•t,
<br /> ti•y•ti•
<br /> r.r r• ti?ti?1f.
<br /> ti•yti• t
<br /> 15 •J•r•r� r•r•r,
<br /> y.L•ti• ti•yti• a
<br /> r•r•r• r•r•r;
<br /> 2- 15 26 Headspace=50 3 - �'~'y' yy'ti•
<br /> r•r•r• r•r•r,
<br /> 16 ti••.ti.• y y•y
<br /> •f.j•t•
<br /> _ {f yf tif ti j}•:f�
<br /> silt (ML), medium dense, amp tirti;f; yf r4r,
<br /> 1 ? Brown sandy d - ti.ti■y. ;•yti•
<br /> _ r•r•r• r•r•r;
<br /> slight HC odor �•�• ti•y'~'
<br />'
<br /> 18 j.r.?. y?ti?ti?.y'y'ti r•r•t,
<br /> _ r•r•r• �•y,ti.
<br /> tit for• j■j"j�
<br /> L+yy• y'y"~•
<br /> 19 _ tiftirtir, f•t•r
<br /> I I ! 1 1 r-
<br /> 2 0 �•�•�' yy~•
<br /> r•r•r• ■r•r•
<br /> 20 2-20 3 2 Headspace=230ppm y•yy pp*'i i i r'?•?' ti•y"y,•
<br /> E I 1 tit ftir` r•t`r•
<br /> :•:'y'• •d�t•r:
<br /> 21 Brown silty send (SM), medium dense, damp - ? .•y•�•
<br /> I I I - •t•t•r• r•:•r,
<br /> y•y+y• ti"y"�•
<br /> 22 1 III 1 strong HC odor •r•r•r• r+t•r,
<br /> y.y.ti•
<br /> :r•r�r, •r r•r
<br /> r•j•r,
<br /> ti?ti?ti?• S.yy
<br /> Ilrl
<br /> t•t•r• r':•r:
<br /> 23
<br /> 24 11111
<br /> ' Heedspace=175ppm 25-
<br /> 25 2-25 36
<br /> 26 Grey/green silt (ML) with little send, medium
<br /> 27 dense, damp - Moderate HC odor
<br /> Figure 2-A - Test Boring Log No. B-2 LUoodWe�d-CI d8 Consultee
<br /> Monitoring Well No • MW-2 y
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