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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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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 /> OU2 Boring Name OU2-AO17•S4 <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services A. Turchik _ Project Name Union Pacific Railroad -Tracy <br /> - - ---- <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. 12.0 ft.b S <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT. 1/4/06 1/4/06 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> n/a 2090845.820 <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM To FT. M. McLeod 6294603.990 <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. Conti nuous-Geoprobe p SURFACE HOUSING <br /> Neat Cement 0 12 ❑STAND PIPE nla FT. <br /> SAMPLES Drill BACKFILL DETAILS <br /> ' Type RecoveryPenetr. Depth Lo9S Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Resist (Feet) <br /> Blows/6" <br /> SANDY CLAYEY SILT(ML)OLIVE BROWN OVERALL, <br /> 6/1 TRACE COARSE-GRAINED SAND,—40% <br /> FINE-GRAINED SAND,—60%SILT AND CLAY,SOFT, <br /> LOW PLASTICITY,MOIST TO WET <br /> 4 2.5Y <br /> ML 4/2 <br /> 2!3 <br /> PID=0.6 PPM <br /> — —— <br /> SILTY SAND(SM)YELLOWISH BROWN OVERALL, <br /> 5 �•° a�a —50-70% FINE-GRAINED SAND,—20-30%SILT,LOOSE, <br /> �• �° ° MOIST <br /> 4 Neat Cement <br /> °r° <br /> PID=3.8 PPM 10YR <br /> SM 5/4 <br /> .°.r° <br /> � 1 p <br /> Y 3.2 10 <br /> z <br /> W <br /> 10111 <br /> Cl <br /> z <br /> z PID=5.5 PPM <br /> a <br /> I to <br /> NOTES <br /> z 1.ALL CONTACTS APPROXIMATE <br /> 0 2.BGS:BELOW GROUND SURFACE <br /> to <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 0 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> z READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> of <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> nD-2488-93 <br /> z <br /> O <br /> J <br /> J <br /> 3 <br /> Z <br /> z <br /> it <br /> 0 <br /> ' n F-40.1 <br /> (6-87)(3-88)(8-90) SHEET _. 1 OF 1 <br />
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