My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE HISTORY
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
ELEVENTH
>
3
>
2900 - Site Mitigation Program
>
PR0541817
>
SITE HISTORY
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 10:19:50 AM
Creation date
8/9/2019 4:14:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
RECORD_ID
PR0541817
PE
2960
FACILITY_ID
FA0023981
FACILITY_NAME
LEVAND-BRIGHT PROPERTY
STREET_NUMBER
3
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23336918
CURRENT_STATUS
01
SITE_LOCATION
3 E ELEVENTH ST
P_LOCATION
03
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.
/
42
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: 3 East Eleventh Street, Tracy, CA <br /> Owner Louis Levand Trust, Et. al. Phone No: (661) 904-2133 <br /> Contractor: Advanced GeoEnvironmental, Inc. Phone No: (209)467-1006 <br /> License No: 680227 <br /> INDICATE METHOD OF BACKFILL QUALITY ASSURANCE <br /> 1. Submission of Soil Engineer's Compaction Report within 30 days of project <br /> completion, or <br /> x 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 /> x 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 a 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 /> nn <br /> Title <br /> n <br /> Signature <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.