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Project No. : 8820101A • <br /> Date: 8-29-86 <br /> Elevation. <br /> WELL DESIGN <br /> DEPTH J m a PEKE DESCRIPTION <br /> IN s = = RES I S w3 SAND <br /> FEET cin = co / FT <br /> 4'ID-0 02 SLOT <br /> 0 Existing Ground Surface <br /> 4.4.4.4• 444 tit 4• <br /> AC Pavement and base r'r•r• f•f•f•r <br /> 4.4.4• 4.4.4.4• <br /> i 1 - 4'4'4•• 4.4J4f4f <br /> r•r•r• r•r=r•r <br /> 4.4.4• x•4.4.4• <br /> 2 Black clay (CH), stiff, damp - slight HC odor _ .r1:ti tir1r1�1r <br /> r•r•r• r•r•r•r <br /> 4.4.4• ti■4.4.4• <br /> r•r•r• r•r•r.r <br /> 4.4.4• 4.4.4.4• <br /> 3 - 1�4%ti•• 4r4?4?4r <br /> r•r.r• r•r•r.r <br /> 4 <br /> r.r•r- r•r.r.r <br /> 4 4• :'4'4'4' <br /> Brown silty cloy (CL), firm to stiff, damp - slight r•r•r- r•r•r•r <br /> :•4.4• ti•4.4•S• <br /> r•r•r. r•r•r•r <br /> 5rj- tir~rtir• tir~rtirtir <br /> HC odor 4.4.4• 4.4.4.4• <br /> 1 -5 39 Headspace-l9 6ppm tr4•tr• 4'tr4rtr <br /> sr <br /> -r•r•r• . •r•r•r <br /> — 4.4 4• 4.4.4.4• <br /> r-r-r- r•r•r•r <br /> 4.4_•4• ti•4.4•S+ <br /> R r r•r• r•r•r•r <br /> 4.4.4• 4.4.4.4• <br /> .f <br /> .r.111r1' 111r1r1r <br /> rf.r.r.r <br /> 1.4.4• 1.4.4.4• <br /> Brown/green silt (ML) with trace clay, moder- r.r.r. r.r•r•r <br /> atel y dense damp - slight HC odor -4.4. '.4.4.4• <br /> r-r r• r•r•r•r <br /> 9 <br /> 4.4.4• 4.4.4+4• <br /> r•r•r• r•r•r.r <br /> 1.4.4• 1.4.4.4• <br /> - 10 � r•r•r• r•r•r•r <br /> 1.4.4• 1.4.4.4 <br /> 1f1r1f• 1r1f1r1r <br /> 1 1 1 - 10 16 r rr- r•r•r•r <br /> 1.1.1- ti•4.4.4 <br /> Head3pace=52 4 ppm r•r•r• r•r•r•r <br /> - 1.4■4• 4.4.4.4+ <br /> r•r•r. r•r.r•r <br /> 1.4.4• 1.4.4.4+ <br /> 1 L 1f- ti 4?4?4f <br /> 12 - r.r•r- r■r•r•r <br /> Same as above butre / reen in color ;•4.4• L•4.4.4• <br /> 9 y 9 4r1r1r• 4r1s1r1; <br /> 13 <br /> — r.r•r• r.r.r•r <br /> 1.4.4• ;•4.4.4• <br /> r•r•r• r•r•r•r <br /> 14 4.4.4• ;•4.4.4• <br /> r•r•r• r•r•r•r <br /> 4.4.4. 1.4.4.4• <br /> r•r•r• r•r•r•r <br /> 4.4.4• 4.4+4•t• <br /> .r.r.r. .r.r.r.r <br /> is i5 ;•4.4. ti•4.4.4. <br /> r•r•r. r•r•r•r <br /> 4.4.4• 4.4.4.4• <br /> C i - 1 5 26 Headspace=l $ 3ppm <br /> 1 6 4.4.4• 1.4.4.4 <br /> r•r.r• r•r•r.r <br /> — 1.4.4• 1.4.4.4. <br /> r•r �• r•r.r•r <br /> 17 <br /> — 4.4.4 4.4.4.4• <br /> ! t•r•r• r•r•r r <br /> Grey/green silt (ML) with some fine sand, mod- 4.4.4• 4.4.4.4• <br /> r•r•r+ r.r•r•r <br /> 1 $ eratel y dense, damp - slight HC odor 4.4.4• y4.4.4• <br /> r•r•r• r•r•r•r <br /> i'iri'• aji'i'i' <br /> 1 _ r•r•r■ r•r•r•r <br /> L <br /> 20 - <br /> ..4.4. 4.4.4.4. <br /> r•r•r• r•r•r•r <br /> ti•4.4• ti•4.4.4• <br /> r.r.r• r•r•r.r <br /> 4.4.4. 4.4.4.4. <br /> r•r•r• tM-r+r <br /> 1.4.4• 1.4.4.4• <br /> I I I r•r•r• r•r*r•r <br /> 1 -20 Heads ace=49 7P pm21 30 =f=r~f- •r•r.r.r <br /> - 4 ftirti f. :f�r�f f <br /> ti•4.4• ti•4.4.4. <br /> I I I I I r•r•r• r•r•r.r <br /> _ 4.4.4• 4.4.4.4• <br /> I I I I Ir•r•r. r•r•r.r <br /> Grey/green silty sand SM) fine to very fine 1.4.4• 1.4.4.4. <br /> I I I I I + f r.r.r• r.r r•r <br /> V I I I 4.4 4• 4.4.4.4• <br /> 23 I III I moderately dense, damp - slight HC odor — 1r1r1r• 1r1r1r1r <br /> I 24 <br /> rllll <br /> 25 ilii <br /> I r I 25 <br /> 26 1 -25 I , , 16 Headspace=300ppm _ <br /> I � I <br /> 27 i iii i Some as above except strong HC odor _ <br /> I F I I I <br /> Figure 1A - Test Boring Log No. B- 1 <br /> - Monitoring Well No . MW- 1 Woodward-Clyde Consultants <br />