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ARCHIVED REPORTS XR0000194
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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B
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1603
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3500 - Local Oversight Program
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PR0543430
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ARCHIVED REPORTS XR0000194
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Entry Properties
Last modified
2/5/2019 11:07:25 AM
Creation date
2/5/2019 9:57:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000194
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I ENVIRONMENTAL ASSESSORS, INC. <br /> BORING LOG PAGE i OF 1 <br /> sBz3 - - -1- <br /> K <br /> - � <br /> PROJECT NO PROJECT NAME CALTRANS SHOP 10, STOCKTON SITE LOCATION STOCKTON, CA <br /> 0071-05-01 0001 <br /> LOGGED BY DRILL CO, DRILLER R O'MALIA DRILL,RIG Mobile Drill BORING NO <br /> Norman Sacro/Ramesh VALLEY WELL DRILLING B-61 SB-23 <br /> Shah <br /> DATE DRILLED BORING ELEV REF/DATUM BORING DIAMETER DRIVE WEIGHT <br /> 10 20 93 8" 140 lbs/30" <br /> DEPTH SAMPLE BLOWS/ TIME LITHO- This boring log applies only at the specific boring location and at the FID/PID <br /> (FT) LOCA FOOT LOGY time the boring was drilled The descriptions on this log are not VAPOR <br /> TION U S C S warranted to be representative of subsurface conditions at other READ <br /> locations or times ING <br /> DESCRIPTION (PPM) <br /> LITHOLOGY, COLOR, GRAIN SIZE, SORTING/GRADING, DENSITY <br /> HARDNESS MOISTURE <br /> 0 --- 2 3 inches of asphalt gravel <br /> 15 7913 200 CL Dark brown very stiff sandy CLAY, dry to mast 18 <br /> -- p m <br /> 5 5 --- 5 10 17 CL Dark brown silty CLAY with some sand dry to moist 04 <br /> ` Total depth of borehole = 5 it Groundwater not encountered <br /> Backfilled with bentonite grout See Table 3 for details <br /> 1D - - <br /> ,��PED G�p� <br /> I 15 <br /> 3 <br /> 20 � <br /> 1 -25 =- <br /> -30 <br /> 1 -- <br /> 35 -- - <br /> 15 89/71 51-1L <br />
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