My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0009811 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
B
>
BANTA
>
26550
>
2600 - Land Use Program
>
PA-1300183
>
SU0009811 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:34:15 AM
Creation date
9/4/2019 10:16:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0009811
PE
2631
FACILITY_NAME
PA-1300183
STREET_NUMBER
26550
Direction
S
STREET_NAME
BANTA
STREET_TYPE
RD
City
TRACY
Zip
95376-
APN
25215012
ENTERED_DATE
11/4/2013 12:00:00 AM
SITE_LOCATION
26550 S BANTA RD
RECEIVED_DATE
11/4/2013 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\B\BANTA\26550\PA-1300183\SU0009811\NL STDY.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
68
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
CONSTRUCTION TESTING & ENGINEERING, INC. <br /> S ke GEOTECIINICAI. AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION <br /> 2414 VINEYARD AVENUE.SUITE G ESCONDIDO CA 92029 17601146-4135 <br /> D�CR2E7PflYf. <br /> PROJECT: 26550 Banta Road,Tracy CI. DRILLER: All Star SHEET: I of 2 <br /> CTE JOB NO: 20-24630 DRILL METHOD: 4"Augcr DRILLING DATE. 12/111/13 <br /> LAGGED BY: A.Krause SAMPLE METHOD: SPT/Bulk ELEVATION: EGS <br /> >; H r �AN BORING. B_I Laboratory Tests <br /> 12 e h <br /> o x <br /> DESCRIPTION <br /> 0 a[ eose.ca a IQ _--�------- <br /> 4 cl. Stiff,damp,dark brown,medium plastic CLAY PP>4.5 TSF <br /> s <br /> 5 2 <br /> 3 CL Medium stiff.damp,brown,medium plastic CLAY PP=2.5-3.0[sf <br /> 4 <br /> 2 CL Medium stiff, damp,brown, low plastic,silty CLAY PP= L5 SF <br /> 4 <br /> 5 <br /> z CL Medium stiff,damp,brown, low plastic,silty CLAY PP= 1.0 TSF <br /> 4 <br /> Total Depth= 16.5 Feet <br /> No free groundwater encountered <br /> Boring backfilled 12/18/2013 <br />
The URL can be used to link to this page
Your browser does not support the video tag.