Laserfiche WebLink
Project No. : 8820101A <br /> Date: 8-26-88 Elevation. <br /> WELL DESIGN <br /> DEPTH J m a, PENS DESCRIPTION <br /> IN OL <br /> r RES IS '°`3 SAND <br /> FEET cin z cin / FT 4"I D-0 02 SLOT <br /> 0 Existing Ground Surface <br /> i•S•i•i. ti ti ti ti.i i•• <br /> •r•r•r-r AC e i n and base r•r•r• r•r-r; <br /> 1 i.ti.i• .•i•i• <br /> _ ■f.r.r• f.r•r <br /> ti,i,ti• S.ti,i,. <br /> J-r•r• r.r•r' <br /> Black clay (CH), very stiff, moist - no HC odor tiftir�f, tiftir r; <br /> 2 .r•r•r' <br /> r•r•r• r•r•r' <br /> 3 ti•ti•i• S.i.i.. <br /> tit•r•r• r•r-r; <br /> •ti•t- S•S.i <br /> •r•r•r• r.r•r, <br /> 4 ti•ti•S- ��~•~ <br /> _ tir•r•r• r•r•r <br /> .ti.i• ti.i•i.. <br /> r•r•r• r•r•r, <br /> 3-5 <br /> 32 r•r•r• r.r•r' <br /> ti.ti.i• {.ti,i.. <br /> ififS�. S�tifif• <br />' 6 .r•r•r• r•r•r' <br /> ;f'Lfti�• ti�L 4' <br /> r•r•r• r•r•r' <br /> 7 <br /> Darkgrey/green silt (ML) with some clay, dense �•Si;I �•�•~•• <br /> y, tirtifti:• S.tifti <br /> 8 damp - no HC odor r•r•r• r•r•r' <br /> i,ti•i• <br /> •r•r•r• r•r•r+ <br /> i ti•ti• ti,ti,i.. <br /> 9 r•r•r• r•r•r+ <br /> — tif�r~r• �ftiryl+ <br /> S•S S• S•S•i•" <br /> yryry�. ti ti�ti+ <br /> 10 10 <br /> 3- 10 67 Heads ace=4 5ppm �f:rtif: tiftif�f; <br /> 1 <br /> •ti•� <br /> r.r•r. r.r.r'1 - ti • ti,L,i.. <br /> ti S1ti� ti?ti%4r' <br /> - 12 <br /> _ S•ti-i• S•S•i•• <br /> r.r•r. r.r.r• <br /> • <br /> _ ti�tirtif of ti 4 <br /> 13 • "• <br /> 14 - <br />' 15 3- 15 <br /> 66 Heads pace=l5 6p pm <br /> 16 - <br /> 17 - <br /> 18 Brown-yellow/brown sandy slit (ML) with fine _ <br /> sand, dense, damp - no HC odor <br />' 19 <br /> — 20 - 20- <br /> 3_20 35 Headspace=l6 4ppm <br />' 21 <br /> 22 Ile - <br /> 23 - <br /> 24 <br /> 25 Headspace=l 6 4ppm 25- <br />' 3-25 22 - <br /> 2B Brawn sandy silt/s3ity sand (ML), dense, damp <br /> 27 no HC odor <br /> Figure 3-A- Test Boring Log No, B-3 <br /> Monitoring Well No . MW-3 Woodward-Clyde Consultan <br />