Laserfiche WebLink
Project No, : 8820101A <br /> Date: 8-29-88 Elevation. <br /> ' WELL DESIGN <br /> rJEPTH J m ,a PEh{E fL DESCRIPTION <br /> 01__ RESIS 3 SAND <br /> EET z as / FT 4"ID-0 02 SLOT <br /> 0 Existing Ground Surface <br /> AC Pavement and base <br /> ~f:�tif. til~1•f•f <br /> 1 1 ti ti ti ti•s•ti•ti• <br /> 1•r•J• r•r•:•r <br /> - {.S <br /> J•J•r• J•t+! r <br /> ti•ti•ti. ti•ti•L.ti <br /> 2 Black clay (CH), stiff, damp - slight HC odor _ ti'.tijti!• tirtiftirti <br /> ' r•r•r• r•r•r•r <br /> ti•ti•ti• ti•ti•ti•ti• <br /> r•r•!• r•r•J•J <br /> _ ~!�!�!• tiJtirtirtiJ <br /> 3 itir r. rtir�f:r <br /> ti•ti•ti• ti•t•ti•ti• <br /> •r•r•!• ■r.r•r•! <br /> 4 <br /> ' Brown silty clay (CL), fi rm to stiff, damp - slight r•!•r• r•r•r•r <br /> ti.ti.ti. ti•ti•ti.ti <br /> r•r•r• r•r•r•r <br /> ti•ti•ti• ti•ti•ti•ti• <br /> J•J•r• r•r•J•J <br /> HC odor <br /> r•r•J. J•!•r•r <br /> fi 1 -5 39 Heads ace=19 bm �f+�f• ~f�f�f�f <br /> P P P - t.ti.ti. ;•ti•ti ti• <br /> ' r•r•r• r•r•r•r <br /> ti•L•ti• ti•t•t•t• <br /> 7 — y1tilyf• LltirLltir <br /> :ftiftir. tifti tirtif <br /> 8 Brown/green silt (ML) with trace clay, moiler- - :tiftif• ..;tirti;tir <br /> ately dense, damp - slight HC odor tirti `" ti tirtifLr <br /> ' 9 J•r•r• r•r•!•r <br /> r•r•r. r•r•r-r <br /> t•4•Y ti•ti•1•ti• <br /> 10 tirtiftir• tirtirtirtir <br /> tiftiftif' tiftirti tr <br /> r•r•r• r•r•r•: <br /> ' t 1 % % %.% <br /> 11 1 - 10 16 Heeds ace=52 4 m ��+'�?�� <br /> D ppm <br /> !•r !• r.r.r.r <br /> ti•ti•ti• {•ti•ti•ti <br /> 12 <br /> Some as above butre / ree n i n color �•S-�• �•�•� �• <br /> 9 y 9 r•r-r• r'r•r•r <br /> 13 _ �•ti•�' ti.ti•ti•ti <br /> J•r•r• r•r•r•r <br /> 14 ti•ti•ti• ;.ti.ti.ti. <br /> ti:�f tifti tirtir <br /> t•!•r• r•r•J•r <br /> �•t•t• ti.ti.t�ti <br /> 15 <br /> tir.ti•r•.tr• r•r•. ! <br /> . ti•'4•ti•ti• <br /> 1 <br /> 1 - 15 26 Heads ace=1 8 3 m _ �t~ftif• tif+fti?til fi P 3ppm <br /> ti.ti.�. tir~f1f�f 7 <br /> r.r.r• <br /> ti.ti.ti• ti•ti•�•ti• <br /> i 7 !•r•r r•r•r•r <br />' = tf~r�d• yryJ~t~r <br /> Grey/green silt (ML) with some fine sand, mod- <br /> 18 <br /> od- ti ti.ti• ti•ti•ti•ti• t <br /> r•r•r+ r•r•.•J <br /> {.ti.ti• ti•ti•ti 5 <br /> 18 eratel y dense, damp - slight HC odor tiftirtif• tir{Jtirt: <br /> r.r•r• r•!•r•r <br /> i•~•ti• S•ti•ti•ti' <br /> 19 <br /> S•L.ti ti•ti•ti•ti• <br /> r•l•l• J•r•r•r <br /> ti•ti•S• 4•ti'ti•ti• <br /> 20 tiftijti?. tirtirtirtir <br /> I i i r•f•r• !•}•1•r <br /> 21 1 -20 1 i I 30 Head3pace=49 7ppm =•~•�. `.�.�.`. <br /> — z ti til. tirtir�rtir <br /> I I 1 ti ti;ti;' Lrti:ti:ti: <br /> V I I I r ! n r•!•r•r <br /> — 22 — 1 1 1 1 <br /> i I I 1 I Grey/green silty sand (SM), fine to very fine, <br /> 23 moderately dense, P -dam flight HC odor �'' ~' �'�'�•�' <br /> r•i•r• !•r r•r <br /> 1 1 1 1 1 - ti•t ti• ti•ti•ti•ti• <br />' 24 rlril <br /> 1 1 7 1 1 <br /> 25 25- <br />' 26 <br /> 1 -25 i ! i 16 Headspace=300ppm <br /> 27 Same as above except strong HC odor _ <br /> hill <br /> Figure 1A - Test Boring Log No. B- 1 <br /> - Monitoring Well No . MW- 1 Woodward-Clyde Consultants <br />