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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-A015-S4 <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services A. Turchik Project Name Union Pacific Railroad-Tracy <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe 24nches Project Number 0565777.18 <br /> n/a' ISOLATION CASING FROM nla TO n/a FT ELEVATION AND DATUM TOTAL DEPTH <br /> 12.0 ft. b s <br /> BLANK CASING n/a FROM n/a TO n/a FT. <br /> STARTED DATE COMPLETED <br /> 12/14/05 12114/0.5 <br /> SLOTTED CASING FROM n/a TO n/a FT. <br /> n/a STATIC WATER ELEVATION NORTH <br /> n/a 2090874.680 <br /> SIZE AND TYPE OF FILTER PACK FROM n/a TO n/a LOGGED BY EAST <br /> n/a M. McLeod 6295106.120 <br /> SEAL FROM TO FT. <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> FROM TO FT. Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT <br /> Neat Cement 0 12 1 ❑STAND PIPE n/a FT. <br /> SAMPLES BACKFILL DETAILS <br /> Doll USCS Lithology, Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Type Recovery Penetr. Depth Log <br /> &No. (Feet) Resist. (Feet) <br /> Blows/6" <br /> SANDY SILT(ML)BROWN OVERALL WITH WHITE <br /> SPECKS,SOFT,DRY <br /> 0/0.5 <br /> 3 <br /> 213 <br /> PID=600 PPM <br /> 5 IOYR <br /> ML si3 <br /> 8/6 <br /> 3.3 Neat Cement — <br /> PID=645 PPM <br /> 0 <br /> N <br /> a <br /> 0 <br /> Y 3.2 10- <br /> z <br /> w <br /> Y tom <br /> o -- -- __ ---- <br /> z <br /> w PID SILT TO SANDY SILT(ML)YELLOWISH BROWN <br /> = 185 PPM 10YR WN <br /> Y ML 5/4 OVERALL,VERY STIFF,NO TO LOW PLASTICITY, <br /> DRY <br /> NOTES <br /> ' 0 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> cc <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> N INSTRUMENTS CORPORATION, 1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> z READING <br /> ° 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> U <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> U) <br /> • Z <br /> 0 <br /> U <br /> J <br /> J <br /> w <br /> 3 <br /> m <br /> z <br /> z <br /> 0 ------------ <br /> m F-40.1 SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />
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