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Project No. : 8820101A • <br /> Date: 8-29-88 Elevation. <br /> WELL DES I GN <br /> DEPTH J m as PEnE DESCRIPTION <br /> IN C, r: RESES 03 SAND <br /> FEET i � c(n / FT 4"1 D-0 02 SLOT <br /> 0 Existing Ground Surface <br /> pavemenanr r•f• Lf1r=r: <br /> AC t d base �•�- <br /> 1 tirtiftif' 4 4f 1f: <br /> 2 Black clay (CH), stiff, damp - no odor r•r•r• r.r•r, <br /> r•r•r• r•r.r; <br /> 1•ti.•1• 1.1•ti• <br /> 3 r•r•r• r•r•r <br /> tiftiftif S�ti•ti• <br /> {f tiftif' tifti ti' <br /> 4 <br /> ti,ti,ti, 1,ti,4,■ <br /> r•r.r• r•r-r• <br /> S ti.,y y.ti.ti.• <br /> r•r.r• r•r•r� <br /> 55-- r•r•r• r-r•r <br /> 2-5 14 Headspace=l 6ppm tif;ftif, tir;ftir; <br /> 6 - 1�tif tii` tiftif ti: <br /> Brown silty clay (CH-CL), firm to stiff, dam r•r.r• r.r.r, <br /> 7 <br /> P - r <br /> r•r' • r•r•r� <br /> No odor - ~•~•~• <br /> r•r.r• r•r•r� <br /> r•r.r• r•r•r� <br /> - ti,ti, <br /> r•r•r. r.r.r� <br /> ti.ti.ti. ti•ti•-,• <br /> r-r•r- r.r•r <br /> 9 <br /> tifti 1f• tifti+,;. <br /> r•r•r• •r•r•r; <br /> ti•ti•ti. ti.a•ti• <br /> r-r•r• r•r-r� <br /> 10 10 <br /> r•r•r• r•r.r� <br /> 2- 1 D Headspace=43 8ppm 'r.r.r. r•r•r• <br /> ti.y.ti. <br /> 11 5 9 - y:;fti:• 1:{:ti:: <br /> tirti�tif' ti tif'r <br /> 12 Brown silt (ML) with some clay, very dense, r.r.r. r•r:r; <br /> - ti•ti ti. y.ti.ti.• <br /> r•r•r• r•r•r <br /> damp - Slight HC odor - ;ftirtir, rtirtr <br /> — 13 <br /> tirti=tir` tirti.rti�% <br /> $f{ftif` tif'r'r' <br /> — 14 �•�•• <br /> r•r•r• r•r•r� <br /> �. ti•ti•ti. S.ti.ti.• <br /> r•r•r• r.,r.r, <br /> ti•ti•ti• {.L.ti.. <br /> 15i5 �r=f~f• �f�rtir, <br /> r26 ti.ti.ti. ti.ti.ti.• <br /> r•r•r• .r.r.r. <br /> _ ti-ti•ti• ti�ti•ti�, <br /> Headspace=50 3 r•r•r• <br /> 16 - 1•ti.i. {.ti.ti•. <br /> yr4 tir• ti'tirtir. <br /> .. tififtif' tifyr1f.' <br /> 17 Brown sandy silt (ML), medium dense, demp - ti tifti:• ;.y:;f: <br /> LftifLf' tiftirSr` <br /> — 18 slight HC odor -. •r•r•r• •r•r•r� <br /> 19 <br /> 4 ti•ti• ti•�•'ti•• <br /> r•r•r• r•r•l <br /> — L•ti•ti• ti.y.ti.. <br /> r•r•r� <br /> I I I ! I t�tiftif� ti.ti.ti.. <br /> 20 2 0 I r l 32 Heads ace=230PPm _ tir{�tir <br /> 21 rti:ra,- �rr•rtiti.'rrr•ti:.'rrr..,' <br /> ti. inti f f <br /> r l l — tifti f f• tifti fti.. <br /> r I I Brown silty sand (SM), medium dense, damp - <br /> r l l l l strong HC odor r f r, tifti tif: <br /> 23 —7 I I I 1 1 r�r•r• tif:j.f� <br /> S ti S• ti•ti.ti. <br /> I I ! I E yftirtir• tirti;tir. <br /> 24 <br /> 25 2-25 36 Heedspece=175ppm 25- <br /> 26 Grey/green silt (ML) with little sand, medium - <br /> 27 dense, damp - Moderate HC odor - <br /> Figure 2-A - Test Boring Log No. B-2 <br /> - Monitoring Well No . MW-2 Woodward-Clyde Consulten <br />