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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 /> OU-2 __- Boring Name -_ OU2-A018S1 <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services A.Turchik __ Project Name Union Pacific Railroad -Tracy <br /> DRILLING METHODS) DRILL BIT(S)SIZE <br /> Geo Probe 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. 4.0 ft.b S <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> ' SLOTTED CASING FROM TO FT. 12/14/05 12114105 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. n/a 2091172.200 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM To FT. M. McLeod 6294809.770 <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement O 4 ❑STAND PIPE n/a FT. <br /> ' SAMPLES BACKFILL DETAILS <br /> USCS <br /> T e Recovery Penev. Drill Depth Lo Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Resist (Feet) 9 <br /> Blows/6" <br /> WELL GRADED GRAVELLY SAND(SW)LIGHT <br /> otos <br /> 2.5Y 6/3 YELLOWISH BROWN AND DARK YELLOWISH <br /> SWtoYRa(s BROWN,-20%FINE GRAVEL,-10% <br /> COARSE-GRAINED SAND,—60%MEDIUM-GRAINED <br /> SAND AND FINE-GRAINED SAND,_10%SILT, _ <br /> SILT ML YELLOWISH BROWN,VERY STIFF AND <br /> 2.3 Neat Cement BRITTLE,NO PLASTICITY,DRY <br /> PID=31.4 PPM ML OYR <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 /> 0 <br /> _N <br /> 0 <br /> U) <br /> Y <br /> Z <br /> W <br /> O <br /> W <br /> Z <br /> W <br /> Y <br /> a <br /> Ci <br /> c9 <br /> ai <br /> 0 <br /> to <br /> m <br /> r <br /> t` <br /> N <br /> O <br /> Z <br /> O <br /> ' U <br /> U) <br /> Z <br /> O <br /> J <br /> >J <br /> Z <br /> Z <br /> o <br /> n <br /> F-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF 1 <br />
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