|
I�
<br /> ATC Environmental, Inc . WELL LOG
<br /> BORING NO: SHP-6
<br /> PROJECT NO: 75.62506.3202
<br /> PROJECT NAME; Additional Assessment CLIENT Quik Stqp Market 13g
<br /> PROJECT LOCATION: ,'555 West Hammer Lone, Stock-to DRILLING CONTRACTOR1 Fisch Environmental
<br /> i
<br /> DRILLING MTHO: Geoprobe SAMPLE MTHD:
<br /> 1� DATE STAR7ED: June 27. 200.LDATE FINISHED: June 27. 2001 DRILLER: Rick INSPECTOR: Som _Savio
<br /> S R SURFACE ELEVATION NA
<br /> ! �FTIH M SPT5 REC PID 0
<br /> P BLOW (X) (PP ml F WELL CONST REMARKS
<br /> ` E PEER LITHOLOGIC
<br /> E DESCRIPTION
<br /> Asphalt.
<br /> Sand (SV), brown, damp, Fine to coarse, incl,
<br /> Fine to medium gravel.
<br /> Silty Cloy (CL), block, damp, medium
<br /> plasticity, no odor.
<br /> Silty Clay ICL), same as above, cIor changed
<br /> 5.0 to dark brown, incl. some Fine sand.
<br /> Silt IML), brawn, damp no plasticity, with
<br /> some clay.
<br /> Silt (ML), yellowish brown, dry, no Collected soil sample at
<br /> IpstlClt B' below gground surFace
<br /> p y. {bgel at B;DO om.
<br /> Sandy Silt fML1, damp, no plositicity, with Groundwater was
<br /> 10.D little clay. encountered at 9' logs in
<br /> Sandy Clay (CH), yellow brownish, moist,
<br /> the shallow oguiPer.
<br /> �L1.� medium plasticity, no odor. Collected soil sample at
<br /> .9 �J u d ISP) h b12' logs at 9:07 am.
<br /> San , redisrown, moist, poorly Collected ggroundwater
<br /> r graded, coorse, micaceous. sample at 12' logs at 8:20
<br /> res r an ue i ng a hydropunch
<br /> e 2.9 Sand ISWI, brown, wet, well graded, medium to tool.
<br /> coarse.
<br /> 15.0 Silt IML), red ish grayish brown, damp, no
<br /> plasticity.
<br /> o 2.0 Sond ISW), ye I I ow brownish, wet, we I I graded,
<br /> Fine to coarse, some silt.
<br /> Clayey Sand (SW), brawn, damp, well graded,
<br /> r�
<br /> Fine to coarse, st i FF, low p l ast i c i ty,
<br /> micoceous.
<br /> 20.0
<br /> Clayey Sand (SWI, some as above, sand changed
<br /> in size, Fine to medium.
<br /> 11 1 27
<br /> Silty Sand ISW), brown, damp, well graded,
<br /> 6 Fine to medium, same clay, micaceous.
<br /> Sandy Silt )MLI, brown, damp, low plasticity, Groundwater was
<br /> sand is poorly graded, Fien to medium, encountered at 23.5' bgs
<br /> mICOGEaIts. in the local lower
<br /> 25.D Sgdi I Eeitad groundwater
<br /> Silt (MH)' beige brown, damp, medium sample °t Z9' logs of 9:15
<br /> plasticity, some sand, fine to medium, am using a hydropunch
<br /> tool.
<br /> micaceous.
<br /> Silt (MH), color changed to brown, moist.
<br /> Silty Sand ISP), brown, damp, poorly graded,
<br /> r
<br /> L 30.0 fins, micaceous.
<br /> BOTTOM OF TEST BORING: 31.00' WELL CONSTRUCTION .OUTER CASING
<br /> WELL DIAM.: GROUT
<br /> SPT - STANDARD PENETRATION TEST CASING MATERIAL:
<br /> ®BENTONITE
<br /> REC • SAMPLE RECOVERY SCREEN MATERIAL:
<br /> ND = NON-DETECTABLE SLOT SIZE. LISAND
<br /> FIo = FLAME IONIZATION DETECTOR METHOD: ®SCREEN
<br /> pID - PHOTO-IONIZATION DETECTOR MONITORING WELL INSTALLED UPON COMPLETION F-P
<br /> AGE: 1 OF: 2
<br /> �i
<br />
|