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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 /> OU4 Boring Name __ OU4-S4 <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services S. Khaoone Pro'1 <br /> ect Name Union Pacific Railroad -Tracy <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE 0565777.18 <br /> GeoProbe 2anches Project Number <br /> ISOLATION CASING <br /> FROM TFT <br /> n/a n/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> 4.0 ft.b 5 <br /> BLANK CASING <br /> n/a FROM n/a TO n/a FT DATE STARTED DATE COMPLETED <br /> SLOTTED CASING 1/4/06 114/06 <br /> n/a FROM n/a TO n/a FT STATIC WATER ELEVATION NORTH <br /> ' <br /> n/a 2091383.510 <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. <br /> n/a n/a n/a LOGGED BY EAST <br /> sEAL <br /> FROM TO M. McLeod_ 6294764.410 <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> FROM TO FT. <br /> Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT <br /> Neat Cement 0 4 ❑STAND PIPE n/a FT <br /> SAMPLES BACKFILL DETAILS <br /> ' <br /> Drill USCS Type Recovery Penev. Depth Log Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Resist. (Feet) <br /> Blows/6" <br /> �.� SILTY SAND/SANDY SILT (SMIML)YELLOWISH <br /> 0/1 BROWN OVERALL,TRACE COARSE-GRAINED SAND <br /> AT SURFACE,—50%FINE-GRAINED SAND,—50%SILT, <br /> SOFT,MOIST <br /> 10YR <br /> 1.412.4 2.6 Neat Cement -SM/ML 5/4 <br /> PID=0.5 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 /> 0 <br /> N <br /> K <br /> U <br /> Y <br /> 2 <br /> W <br /> } <br /> U <br /> Z <br /> W <br /> Y <br /> a <br /> O <br /> z <br /> t7 <br /> w <br /> O <br /> to <br /> m <br /> 0 <br /> 2 <br /> O <br /> F— <br /> ' U <br /> to <br /> Z <br /> O <br /> J <br /> JJ <br /> S <br /> z <br /> Z <br /> w <br /> O <br /> ' m <br /> F-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF <br />
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