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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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Kennedy/Jenks Consultants <br /> ' Boring Log <br /> BORING LOCATION OU1 Boring Name — OU1-A012-S1 <br /> DRILLER Union Pacific Railroad-Tracy <br /> DRILLING COMPANY A.Turchik Project Name <br /> Vironex Env. Field Services DRILL BIT(S)SIZE <br /> • DRILLING METHODS) GeOProbe 2anches Project Number 0565777.18 <br /> ISOLATION CASING FROM TO nla FTELEVATION AND DATUM TOTAL DEPTH <br /> n/a <br /> n/a 12.0 ft.b s <br /> FROM a TO FT' <br /> T DATE STARTED DATE COMPLETED <br /> BLANK CASING n/a n/a n/a 12115105 12/15105 <br /> SLOTTED CASING FROM' n/a TO n/a FT STATIC WATER ELEVATION NORTH 2091846.740 nla FROM TO FT. LOGGED BY n/a <br /> EAST <br /> SIZE AND TYPE OF FILTER PACK <br /> n/a n/a n/a M.McLeod 6296160.380 <br /> FROM TO FT. <br /> SEAL n/a n/a SAMPLING METHODS WELL COMPLETION <br /> ' <br /> n/a Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT Neat Cement FROM TO Q 12 ❑STAND PIPE n a FT. <br /> SAMPLES BACKFILL DETAILS <br /> Orin USCS Lilhdogy Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Penetr. Depth Log <br /> Type Remvery Resist. (Feet) <br /> &No. (Feet) Blowst6" <br /> WELL GRADED GRAVELLY SAND(SW)GRAY,-30°0 <br /> GRAVEL,-25%COARSE-GRAINED SAND,-45% <br /> 010.5 FINE-GRAINED SAND <br /> ' 10YR <br /> SW 511 <br /> slzs 2.9 <br /> PID= 14.7 PPM <br /> SML BROWN OVERALL,SOFT,MOIST <br /> ILT <br /> 5 <br /> ' 5/s 10YR <br /> 4 Neat Cement ML a/a <br /> PID 49 PPM __________ <br /> CLAY CL LIGHT BROWNISH GRAY,TRACE <br /> ' COARSE-GRAINED SAND,STIFF,LOW-MEDIUM <br /> o PLASTICITY,MOIST <br /> a <br /> o Y CL 10YR 4 10 srz <br /> z <br /> UJ <br /> } ,0111 <br /> z <br /> LU <br /> z <br /> z <br /> Y <br /> a PID=62.5 PPM NOTES <br /> a- <br /> ' rn 1.ALL CONTACTS APPROXIMATE <br /> z <br /> 2.BGS:BELOW GROUND SURFACE <br /> °m 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> m MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> n INSTRUMENTS CORPORATION,1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> o 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 /> C7 <br /> Z <br /> K <br /> m <br /> F-40.1 <br /> SHEET 1 OF 1 <br /> (6-87)(3-86)(8-90) <br />
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