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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 OU2-AO14S1 <br /> OU2 Boring Name <br /> ' DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services A.Turchik Project Name Union Pacific Railroad-Tracy <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe 24n°heS Project Number 0565777.18 <br /> ISOLATION CASING — n/a FROM n/a TO n/a FT ELEVATION AND DATUM TOTAL DEPTH <br /> 20.0 ft.b s <br /> BLANK CASING FROM n/a TO n/a FT. DATE STARTED DATE COMPLETED <br /> n/a 12/14/05 12/14105 <br /> SLOTTED CASING FROM TO FT. STATIC WATER ELEVATION NORTH <br /> n/a n/a n/a n/a 2090554.740 <br /> SIZE AND TYPE OF FILTER PACK FROM n/a TO n/a Fr. LOGGED BY EAST <br /> n/a M.McLeod 6295205.040 <br /> SEAL FROM TO FT. <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> 1 FROM TO FT. Continuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT 0 12 <br /> Neat Cement ❑STAND PIPE n/a FT <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS <br /> 8 NoPTION and DRILLING REMARKS <br /> m <br /> Type ReePeneV. Depth Log SAMPLE DESCRI <br /> . (Feet) <br /> Lilhology Color Resist. (Feet) <br /> Blows/6" <br /> SILTY SAND(SM)BROWN OVERALL,-10%GRAVEL, <br /> -70%FINE-GRAINED SAND,-20%SILT,LOOSE,DRY <br /> 0/0.5 °�°•°• <br /> 112 <br /> PID=0.5 PPM <br /> 10YR <br /> SM 4/4 <br /> 5 <br /> 5.316.3 <br /> 2.3 <br /> PID=3.4 PPM <br /> r•�° ------------ -- <br /> SILL(MU GRAYISH BROWN WITH MOTTLES AND <br /> STREAKS OF STRONG BROWN,VERY STIFF,DRY, <br /> o HYDROCARBON ODOR <br /> a <br /> o <br /> c� <br /> Y NR 10 Neat Cement 2.5YR <br /> w 512 <br /> i 10111 ML <br /> p 7.SYR <br /> z PID=3 PPM 4/6 <br /> z <br /> z <br /> 'a <br /> c� <br /> O <br /> m <br /> —— SILTY SAND(SM)DARK GREENISH GRAY, <br /> FINE-GRAINED SAND <br /> 4 VARIES UP TO-80%,WET, <br /> a °•°• HYDROCARBON ODOR <br /> o _ <br /> v~ 15 °• 5GY <br /> a+ . .P. <br /> SM 11 h an <br /> N PID=54 PPM <br /> z <br /> U <br /> — _____ -- <br /> z CL 2.5Y5/2 SANDY CLAY(CL)GRAYISH BROWN,VERY STIFF, <br /> it <br /> 0 <br /> to F-40.1 SHEET 1 OF 2 <br /> (6-87)(3-88)(8-90) <br />
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