My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REMOVAL_2014
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
E
>
EIGHTH
>
833
>
2300 - Underground Storage Tank Program
>
PR0504010
>
REMOVAL_2014
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/2/2025 10:46:15 AM
Creation date
11/14/2024 3:28:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
2014
RECORD_ID
PR0504010
PE
2381 - UST FACILITY (BEFORE 1/84) - obsolete
FACILITY_ID
FA0002818
FACILITY_NAME
UNION PACIFIC RAILROAD - STOCKTON
STREET_NUMBER
833
Direction
E
STREET_NAME
EIGHTH
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
08801001
CURRENT_STATUS
Inactive, non-billable
QC Status
Approved
Scanner
SJGOV\lsauers1
Supplemental fields
FilePath
\MIGRATIONS\E\EIGHTH\833\PR0504010\COMPLIANCE INFO.PDF
Site Address
833 E EIGHTH ST STOCKTON 95206
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
380
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
BACKFILL EXCAVATION CERTIFICATE <br /> Project Location: Union Pacific Railroad-Stockton Yard, 833 E. 8th Street, Stockton, CA <br /> Owner Union Pacific Railroad Phone No: 916/789-5184 - Jim Diel <br /> Contractor: United Pumping Service, Inc. Phone No: 626/961-9326 <br /> License No: 617639 Class A, ASB, HAz, C21, C31, C42 exp. 4/30/15 <br /> INDICATE METHOD OF BACKFILL QUALITY ASSURANCE <br /> x 1. Submission of Soil Engineer's Compaction Report within 30 days of project <br /> completion, or <br /> 2. Submission of verification, e.g., load ticket, within 30 days of project completion that <br /> one of the following materials was placed in the excavation in 12" lifts: <br /> A. Pea gravel--smooth, rounded material not more than one-half(1/2) <br /> inch in diameter <br /> B. Crushed rock--self-compacting material not more than three-quarters <br /> (3/4) inch in cross sectional measurement. (Use of crushed rock will <br /> not be permitted for backfill if contact will be made between the <br /> backfill material and tanks/pipes made of poly resin glass or similar <br /> materials.) <br /> DECLARATION <br /> I hereby certify that a Soil Engineer's Compaction Report will be submitted within 30 days <br /> of project completion, or submission of verification that the select material described above <br /> will be placed at a minimum of five (5) cubic yards per 1000 gallon tank displacement and <br /> that the entire excavation will be backfilled and compacted to insure compliance with the <br /> Uniform Building Code Appendix Chapter 70. <br /> *Name <br /> 0- Giti -elt C Cc, rr <br /> � ) U\ j� nn <br /> Title <br /> n <br /> zz��/ <br /> Signatur <br /> *Shall be the responsible managing employee on the license or authorized agent. <br />
The URL can be used to link to this page
Your browser does not support the video tag.