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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 OU1 Boring Name 0U1-A013-S5 <br /> DRILLING COMPANY DRILLER A.Turchik Project Name Union Pacific Railroad-Tracy <br /> Vironex Env, Field Services DRILLBIT(S)SIZE <br /> DRILLING METHOD(S) GeoProbe 24nches Project Number 0565777.18 <br /> ISOLATION CASING FROM nla TO nla FT ELEVATION AND DATUM TOTAL12 DEPTH ft.b s <br /> n0/ <br /> FROM TO FT. DATE STARTED DATE COMPLETED <br /> BLANK CASING <br /> n1a FROM nla n1a 12115/05 12115/05 <br /> SLOTTED CASING n1a TO nla FT STATIC WATER ELEVATION NORTH2O91291°330 <br /> n/0/ nla <br /> FROM To FT. <br /> LOG <br /> SIZE AND TYPE OF FILTER PACK GED BY EAST <br /> nla nla nla M.McLeod 6295507.880 <br /> SEAL FROM nla TO nla SAMPLING METHODS WELL COMPLETION <br /> n/a FROM TO Continuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT 0 12 ❑STAND PIPE n/a FT. <br /> Neat Cement <br /> SAMPLESBACKFILL DETAILS <br /> DrillUSCS Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> PeneV. Depth Lag <br /> Type Recovery <br /> 8 No. (Feet) Resist. (Feet) <br /> Slows/6" SILTY GRAVELLY SAND(SMl LIGHT YELLOWISH <br /> BROWN OVERALL,-20%GRAVEL,-20% <br /> 0.3/1.3 COARSE-GRAINED SAND,-40%(?)FINE-GRAINED <br /> SAND,-20%SILT,LOOSE,DRY <br /> PID=7.6 PPM ° <br /> 2.5YR <br /> SM ete.a.C. 6/3 <br /> 1.3 <br /> _____ --- <br /> SANDY SILT(ML)BROWN WITH WHITE SPECKS, <br /> ' TRACE FINE-GRAINED SAND,SOFT,DRY,ROOT <br /> 0//s HOLES <br /> 5 <br /> ,0 5/8 <br /> 3.7 Neat Cement — <br /> PID= 17.2 PPM 10YR <br /> ML 5ra <br /> o <br /> a <br /> (7 <br /> Y 3 10 <br /> z <br /> UJ <br /> 10/11 <br /> w PID=30.1 PPM <br /> z <br /> w <br /> Y <br /> a NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> $ <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> m MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> 0 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> z <br /> • z <br /> U <br /> J <br /> J <br /> Z <br /> LIt <br /> ' F-40.1SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />
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