My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0009348
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WASHINGTON
>
2201
>
3500 - Local Oversight Program
>
PR0545660
>
ARCHIVED REPORTS_XR0009348
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/12/2020 3:24:26 PM
Creation date
5/12/2020 2:18:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009348
RECORD_ID
PR0545660
PE
3528
FACILITY_ID
FA0003909
FACILITY_NAME
PORT OF STOCKTON
STREET_NUMBER
2201
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503001
CURRENT_STATUS
02
SITE_LOCATION
2201 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
105
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
rir..r <br /> ttirri�rrrr� r�i <br /> 1 <br /> GEOMATRIX <br /> Part of <br /> Stockton, CA Stockton, UST Site No 3 <br /> Log of Boring No B3-14 <br /> ORING LOCATION DATE STARTED DATE FINISHED <br /> est of Port Rd 14 and North of G 1/28/2003 1/28/2003 <br />' DRILLING CONTRACTOR ELEVATION AND DATUM (FMSL) <br /> Precision Sampling Inc <br /> DRILLING METHOD SIZE BORING TOTAL FINAL STATUS <br /> Direct Push 2 inch DEPTH 49 Backfilled with grout <br /> DRILLING EQUIPMENT BIT TYPE DEPTH TO FIRST COMPL 24 HR <br /> Vibra Push XD-1 WATER <br /> SAMPLING METHOD LOGGED BY <br />' Continuous Coring with Direct Push Mi-ae.lean <br /> SAMPLER TYPE RESPONSIBLE PROFESSIONAL REG NO <br /> 3-foot Barrel Bradley A Loewen,R G 7252 <br />' DESCRIPTION <br /> a E E Q o j E U NAME color,moisture, %by weight. REMARKS <br /> Lu- in cnz m Q 0 Q j plasticity consistency,structure,cementation, <br /> reaction w/HCI,geologic interpretation <br /> 6 inches of concrete dual casing inner core <br />' barrel-1 75 inches, outer <br /> 1 <br /> 0 CL No sample was taken from 0 5 to 1 foot core barrel-2 inches <br />' LEAN CLAY with GRAVEL dark brown(10YR 313),moist 75%fines 25% no odor <br /> 2 gravel,medium plasticity,base materials <br /> SP-SM <br /> POORLY GRADED SAND with SILT olive gray(5Y 512) moist 90%n no odor <br /> 3 medium to fine sand, 10%low plasticity fines <br /> 4 <br /> 0 olive(5Y 513),fine to medium sand no odor <br /> 5 <br />' 6 ML SILT olive(5Y 513), moist,90%fines, 10%fine sand, non-plasticity <br /> CL LEAN CLAY olive(5Y 513),wet,to moist at 8 feet, 100%fines,medium no odor <br /> 7 plasticity <br /> 8 0 <br />' 9 <br /> dark greenish gray(GLEY1 10Y 311) moist no odor <br />' 10 18 black(GLEY1 N 2 51) slight petroleum <br /> hydrocarbon(PHC)odor <br /> 11 <br /> dark greenish gray(GLEY1 10Y 311) slight PHC odor <br />' 12 <br />' 13 no odor <br /> dark olive gray(5Y 312),spots of dark greenish gray(GIey1 5GY 411) <br /> 14- <br /> 5-- <br /> 6- <br /> 456 <br /> 228 dark greenish gray(GLEY1 10Y 311) moist PHC odor <br /> Project No 606437000 SHEET 1 OF 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.