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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 OU2-AO16S3-R <br /> _ OU2 _ _ Boring Name <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services S. Khaoone Project Name Union Pacific Railroad-Tracy <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe &Inches Project Number _ 0565777.18 <br /> ISOLATION CASING FROM TO FT. ELEVATION AND DATUM TOTAL DEPTH <br /> nla n/a_ 4.0 ft.b s <br /> BLANK CASING n/a FROM n/a T� n/a n/a FT' DATE STARTED DATE COMPLETED <br /> 1/9106 1/9106 _ <br /> SLOTTED CASING FROM TO FT' STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO <br /> 1 n/a n/a n/a n/a 2090880.770 <br /> n/a n/a FT LOGGED BY EAST <br /> n/a M.McLeod 6294885.720 <br /> SEAL FROM TO FT. <br /> nla n/a n/a SAMPLING METHODS WELL COMPLETION <br /> FROM TO FT. Conti nuous-Geoprobe O SURFACE HOUSING <br /> GROUT Neat Cement 0 12 1 0STAND PIPE —n/-a— FT. <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Type Recovery PResist.enetr. Depth Log <br /> &No. (Feet) (Feet) <br /> 8lowsl6" <br /> SILT ML BROWN WITH WHITE STREAKS,GRAVEL <br /> IN TOP 6-INCHES,TRACE SCATTERED <br /> °" COARSE-GRAINED SAND,STIFF,LOW TO NO <br /> PLASTICITY <br /> 10YR <br /> 3.1 Neat Cement ML 4i3 1.7-2 FT.GRAVEL SIZED,BLACK AND GRAY <br /> MATERIAL-POSSIBLE ASPHALT <br /> 1 PID=3.2 PPM <br /> ' NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> �• 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 4. PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> o <br /> N <br /> r � <br /> Y <br /> Z <br /> W <br /> iW <br /> z <br /> z <br /> Y <br /> CL <br /> CL <br /> q <br /> rn <br /> c° <br /> z <br /> 0 <br /> 0 <br /> m <br /> T <br /> 0 <br /> z <br /> 0 <br /> r <br /> U <br /> z <br /> • Z <br /> O <br /> J <br /> W <br /> 3 <br /> z <br /> z <br /> 0 <br /> 0 <br /> m F-40.1 SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />
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