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ARCHIVED REPORTS_DRAFT - PHASE I REMEDIAL INVESTIGATION REPORT
Environmental Health - Public
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2900 - Site Mitigation Program
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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 /> OU5 Boring Name OU5-A0110-S6 <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services S" Khaoone Project Name Union Pacific Railroad-Tracy <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe 24nches Project Number 0565777.18 <br /> ISOLATION CASING FROM TO FT. <br /> Wein/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> - -- - <br /> BLANK CASING FROM TO FT. 20.0 ft. b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT, 12/9/05 12/9/05 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. n/a 2091052.010 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM TO FT. <br /> M. McLeod 6292583.480 <br /> n/an/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. Continuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 0 20 ❑STANDPIPE n/a FT <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS <br /> ' 8 Nu Recovery Resist Depth <br /> Log Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Blows/6" <br /> SANDY SILT(ML)PALE BROWN OVERALL,—20% <br /> FINE-GRAINED SAND, —80-90%SILT, LOOSE, DRY <br /> 2.5 <br /> PID=4.7 PPM <br /> 10YR <br /> ML 6/3 <br /> 5- <br /> 3.1 <br /> s.sn.o <br /> PID=559 PPM <br /> o <br /> —— — - <br /> GRADES TO SILTY SAND(SM)BROWN OVERALL, <br /> -5%COARSE-GRAINED SAND,-80%FINE-GRAINED <br /> -20%SILT,LOOSE <br /> Y 2.7 10 SAND, <br /> Neat Cement �° <br /> z <br /> iato.s 4°.a.r. <br /> o PID=356 PPM l.� <br /> w <br /> z <br /> w 10YR <br /> Y SM 4r3 <br /> a. <br /> 0 <br /> 0 <br /> z <br /> z <br /> 0 i <br /> to <br /> aD <V°,PPP° <br /> 0 2.6 WELL GRADED GRAVELLY SAND(SW)DARK <br /> o PID- 15.9 PPM GRAYISH BROWN OVERALL,-25%GRAVEL,-30% <br /> COARSE-GRAINED SAND,-45%MEDIUM-GRAINED <br /> 15 SAND-FINE-GRAINED SAND,DENSE,MOIST <br /> 10YR <br /> • U $W 4/2 <br /> w <br /> 3 <br /> 17 FT.WET <br /> ' m L <br /> F-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF 2 <br />
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