My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_PRELIMINARY ASSESSMENT_SITE INVESTIGATION REPORT
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
STIMSON
>
2000
>
2900 - Site Mitigation Program
>
PR0009229
>
ARCHIVED REPORTS_PRELIMINARY ASSESSMENT_SITE INVESTIGATION REPORT
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/13/2020 2:24:30 PM
Creation date
5/13/2020 1:42:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
PRELIMINARY ASSESSMENT_SITE INVESTIGATION REPORT
RECORD_ID
PR0009229
PE
2960
FACILITY_ID
FA0004047
FACILITY_NAME
STOCKTON ARMY AIR SUPPORT FAC
STREET_NUMBER
2000
STREET_NAME
STIMSON
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17726004
CURRENT_STATUS
01
SITE_LOCATION
2000 STIMSON ST
P_LOCATION
01
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.
/
123
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
P 1 of 1 <br /> veriww- DRILLING LOG PROJECT No. 3134-100 <br /> Supervising Geologist: Tim Berger,R.G.5225 Site Name: Calif.Army National Guard Facility-Stockton <br /> By: Kevin Sheridan Boring No: B-14 <br /> Date: 3/18/00 Boring Diameter: 1.75 Inch <br /> Drilling Contractor: Precision Sampling,Inc. Boring Depth: 5 Feet <br /> Contractor Lic.No. 636387 Boring Location: CSMS area between hazardous materials <br /> Rig Type: Geo robe 5400 sheds <br /> Driller: Sergio Navarro/Eugene Ta alla <br /> USCS SOIL DESCRIPTION <br /> 271 <br /> c _ _ •0 SOIL CONDITION AND GEOLOGIC INTERPRETATION <br /> 75 <br /> Z. 4 SOIL TYPE,COLOR,MOISTURE,STAINING,DENSITY,ODOR,SORTING, <br /> t v U 3 F V oPERCENT FINES,ROUNDING,SECONDARY POROSITY c <br /> q b it it V 3 U a GEOLOGY:FILL,ALLUVIUM,BEDROCK <br /> zcow3 x <br /> 2"asphalt at surface. <br /> ML CLAYEY SILT;dark olive brown,dry,no staining,fitm,very slight odor,20 to 25 % 0 <br /> 2 clay,low plasticity,y p ty,massive,trace fine sand. <br /> Samples B14-1-5 and SV-B14-5 collected. <br /> Boring terminated at 5'bgs. Groundwater not encountered. <br /> 4 <br /> 5 <br /> 'A= <br />
The URL can be used to link to this page
Your browser does not support the video tag.