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ARCHIVED REPORTS_DRAFT - PHASE I REMEDIAL INVESTIGATION REPORT
Environmental Health - Public
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PR0523379
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ARCHIVED REPORTS_DRAFT - PHASE I REMEDIAL INVESTIGATION REPORT
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Entry Properties
Last modified
5/15/2020 9:19:47 AM
Creation date
5/15/2020 9:09:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
DRAFT - PHASE I REMEDIAL INVESTIGATION REPORT
RECORD_ID
PR0523379
PE
2959
FACILITY_ID
FA0015797
FACILITY_NAME
UNION PACIFIC RAILROAD - BOW TIE
STREET_NUMBER
50
Direction
W
STREET_NAME
SIXTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23515007
CURRENT_STATUS
01
SITE_LOCATION
50 W SIXTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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' Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU5 -East Side' BoringName OU5-AO19-S28 DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services S. Khaoone project Name Union Pacific Railroad-Trac <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe 24nches Project Number 0565777.18 <br /> ISOLATION CASING FROM TO FT. , <br /> n/a n/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. 20.0 ft.b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT. 12/8/055 12/8/05 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. n/a 2091170.580 <br /> n/a LOGGED BY EAST <br /> SEAL FROM n/a TO n/a FT. M. McLeod 6293919.820 <br /> ' n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. Continuous-GeoprobeLLL ❑SURFACE HOUSING <br /> Neat Cement 0 20 ❑STAND PIPE n/a FT. <br /> SAMPLES Drill BACKFILL DETAILS <br /> Type Recovery Penetr. Depth USCS 11-1thology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) 0l Resist. <br /> vrs/6„ (Feet) Log <br /> 2.5Y 5/2 SILT TO SILTY SAND WITH GRAVEL(ML)GRAYISH <br /> 10YR6/3 BROWN,PALE BROWN,VARIES FROM-10% <br /> FINE-GRAINED SAND/-90%SILT TO-10% <br /> -- GRAVEL/-60%FINE-GRAINED SAND/-30%SILT,DRY <br /> 2.5Y <br /> N2/0 <br /> 2.6 <br /> 1-2.5 FT. SANDY, BLACK, POSSIBLY ASPHALT <br /> ' 2.1/2.6 PID=22.8 PPM ML -- <br /> 2.5Y 5/2 <br /> ' 10YR 613 <br /> 5 <br /> SILT TO CLAYEY SILT(ML)YELLOWISH BROWN <br /> OVERALL,SOFT TO MEDIUM STIFF,LOW <br /> PLASTICITY, MOIST <br /> 3.8 <br /> 7.317.e PID=262 PPM <br /> o <br /> N <br /> a <br /> 15/4 <br /> � ML s/a <br /> i 3.9 10 Neat Cement — <br /> w <br /> } <br /> ' o <br /> w <br /> Z_ <br /> z <br /> w / <br /> Y 11.4/11.8 <br /> PID=38.8 PPM <br /> 'on Z <br /> O <br /> m <br /> m <br /> r � <br /> m <br /> co 3.6 <br /> 0 <br /> -- --- SILTY SAND(SM)BROWN,TRACE <br /> 15 f X.C. COARSE-GRAINED SAND,-10%MEDIUM-GRAINED <br /> SAND,-70%FINE-GRAINED SAND,-20%SILT,WET <br /> H <br /> U) <br /> 1s .1/1s.e PID=6.4 PPM f^°^°r' <br /> • ° SM <br /> -1-:-: <br /> ° 14/3 <br /> ulJ e`s°e.P• <br /> J 11 <br /> 0 �.°. <br /> z <br /> 0 <br /> m <br /> ' F-40.1 <br /> (6-87)(3-88)(8-90) <br /> SHEET 1 OF 2 <br />
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