My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE HISTORY
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
D
>
DIAMOND
>
801
>
2900 - Site Mitigation Program
>
PR0540098
>
SITE HISTORY
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/3/2019 12:22:09 PM
Creation date
7/3/2019 9:52:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
RECORD_ID
PR0540098
PE
2960
FACILITY_ID
FA0022925
FACILITY_NAME
BNSF RAILWAY MORMON RAIL YARD
STREET_NUMBER
801
STREET_NAME
DIAMOND
STREET_TYPE
ST
City
STOCKTON
Zip
95205-7019
CURRENT_STATUS
01
SITE_LOCATION
801 DIAMOND ST
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
31
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
Soil Testing and Disposal <br /> • Proposoof Structure at Existing BNSF Facility <br /> 801 Diamond Street <br /> Stockton,Calif nnia <br /> Page 3 <br /> 3.0 LIMITATIONS <br /> This letter report was prepared in accordance with the generally accepted standards of geotechnical and <br /> environmental engineering practice existing in San Joaquin County at the time it was written. No other <br /> warranty, expressed or implied, is made. It is the owner's responsibility to see that all parties to the <br /> project, including the designer, contractors, subcontractors, etc., are made aware of this report in its <br /> entirety. <br /> The analyses and recommendations submitted herein are based upon the data obtained from three (3) <br /> exploratory soil borings, located as shown on Figure 2, and on general field observations made during site <br /> exploration. Subsurface exploration of any site is necessarily confined to selected locations and conditions <br /> may, and often do, vary between and around these locations. Should varied conditions come to light <br /> during construction on the project site, additional exploration, testing, or analysis may be required. Any <br /> person concerned with this project who observes conditions or features of the site or its surrounding areas <br /> that are different from those described in this report, should report them immediately to Condor for <br /> evaluation. <br /> It should be noted that changes in the standards of practice in the field of geotechnical and environmental <br /> engineering, changes in site conditions (such as new excavations or fills), new agency regulations, or <br /> modifications to the proposed project are grounds for this report to be professionally reviewed. In light of <br /> this, there is a practical limit to the usefulness of this report without critical professional review. It is <br /> suggested that two years be considered a reasonable time for the usefulness of this report. <br /> We trust this letter report provides the information required. If you have any questions, please contact us <br /> at(209)234-0518. <br /> Respectfully submitted, Reviewed by, <br /> CONDOR EARTH TECHNOLOGIES,INC. <br /> AL GFOCO <br /> 00 <br /> No <br /> III O� <br /> No. 2534 <br /> CERTIFIED <br /> Bill A.Cook III ,CEG(CEG#2534) ENGINEERING Alex B. Dewitt,PG <br /> �� <br /> Senior Geologist s GEOLOGIST T 2 Division Manager <br /> 9�OF CAti\FO� <br /> Attachments: Figure 1 —Vicinity Map <br /> Figure 2—Site Map with Boring Locations <br /> Logs of Borings <br /> Laboratory Test Results <br /> XAProject\6000_pd\6600 Valley Steel Construction\Reports\6600A\LR 20130507 Soil Testing and Disposal.doc <br /> t.41 CONDOR <br />
The URL can be used to link to this page
Your browser does not support the video tag.