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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-S2 <br /> ' <br /> DRILLING COMPANY DRILLER S.Khaoone Project Name Union Pacific Railroad-Tracy <br /> Vironex Env. Field Services DRILLBIT(S)SIZE <br /> • DRILLING METHODS) 24nches Project Number 0565777.18 <br /> GeoProbe <br /> ' <br /> ISOLATION CASING FROM n/a TO nla FT ELEVATION AND DATUM TOTAL DEPTH <br /> ISOLATION b 5 n/a <br /> FROM TO FT. DATE STARTED DATE COMPLETED <br /> BLANK CASING <br /> n/a n/a nla 119106 119106 <br /> SLOTTED CASING FROM nla nla TO FT. STATIC WATER ELEVATION NORTH <br /> 2O91719.920 <br /> FT.n/a n/a <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. LOGGED BY EAST <br /> n/a n/a n/a M.McLeod 6295910.170 <br /> SEAL FROM n/a TO nla SAMPLING METHODS WELL COMPLETION <br /> ' n/a FROM TO Continuous-Geoprobe [I SURFACE HOUSING <br /> GROUT 0 2 ❑STAND PIPE nla FT. <br /> Neat Cement <br /> SAMPLESDriti BACKFILL DETAILS USCS Lithology <br /> Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Type Recovery Penetr. Depth Log <br /> &No. (Feet) Resist. (Feet) <br /> Bi°"' SILT TO CLAYEY SILT(ML1 BROWNISH YELLOW, <br /> ML 10YR616 SOFT,LOW TO NO PLASTICITY,MOIST-WET <br /> 1 g Neat Cement —— WELL GRADED SAND(SW)DARK GRAY,-10% <br /> 10YR4/1 GRAVEL,-25%COARSE GRAINED SAND,-65% <br /> v2 SW FINE-GRAINED SAND,VERY DENSE,DRY,REFUSAL <br /> AT 2 FT.BGS <br /> NOTES <br /> ' 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> 3 COLOR MUUNSELDESIGNATION I L SOIL COLOR CHARTS DANCE WITH HE <br /> ( 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 /> a <br /> O <br /> (7 <br /> W <br /> Z <br /> W <br /> } <br /> z <br /> W <br /> z <br /> W <br /> Y <br /> i <br /> r, <br /> z <br /> 0 <br /> it <br /> O <br /> m <br /> m <br /> 0 <br /> z <br /> 0 <br /> t= <br /> U <br /> zZ <br /> • U <br /> J <br /> z <br /> Z <br /> 0 <br /> O <br /> ' m F-40.1 SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />
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