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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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Entry Properties
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 01-15-A0110-S5 <br /> ' DRILLING COMPANY DRILLER <br /> Vironex_Env. Field Services S. Khaoone — <br /> _ Project Name Union Pacific Railroad -Tracy <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe 2111es Project Number 0565777.18 <br /> I ISOLATION CASING — FROM TO FT. <br /> n/a n/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. 20.0 ft. bgs <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT. 12/9/05'5 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 2091048.420 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM TO FT. <br /> M.McLeod 6292567.230 <br /> ' n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. Continuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 1 0 20 ❑STAND PIPE n/a FT <br /> SAMPLES Doll BACKFILL DETAILS <br /> Type Recovery Resist. Depth U3o9S Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Resist. (Feet) <br /> BlowsV <br /> SILT TO SANDY SILT(ML)PALE BROWN OVERALL, <br /> -20%FINE-GRAINED SAND,-80%SILT,LOOSE,DRY <br /> 2/2.5 2.5 <br /> PID=336 PPM <br /> tSCATTERED COARSE-GRAINED SAND <br /> 10YR 5-ML 6/3 <br /> ,0 <br /> 3.1 <br /> PID=2,550 <br /> PPM <br /> o <br /> N <br /> a <br /> F <br /> Y 3 10 Neat Cement -- -- .°.° -- ---- <br /> z SILTY SAND(SM)BROWN OVERALL,-80-70% <br /> } 10.5111 •t :r° FINE-GRAINED SAND,-20%SILT,LOOSE,DRY <br /> z PID=>9,999 � <br /> w ° <br /> z <br /> °: <br /> Y1oYR <br /> a SM +°°°°r° 5/4 <br /> °.°. <br /> z ]°.•. <br /> 0 <br /> to --- --------------------------- <br /> •} WELL GRADED GRAVELLY SAND(SW)VERY DARK <br /> N 2,8 GRAYISH BROWN,-10-20%GRAVEL,-15% <br /> COARSE-GRAINED SAND,-70%MEDIUM-GRAINED <br /> Z lams zsv SAND,DENSE,WET <br /> 15 PID=294 PPM SW 3/2 <br /> z <br /> o �. <br /> SM a 10YR5/4 SILTY SAND(SM)BROWN OVERALL,-80-70% <br /> ' 1° -- t -- FINE-GRAINED SAND -20%SILT LOOSE DRY <br /> z.sY WELL GRADED GRAVELLY SAND(SW)VERY DARK <br /> z SW 3/2 GRAYISH BROWN,-10-20%GRAVEL,-15% <br /> 0 <br /> m F-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF 2 <br />
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