My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE HISTORY
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
TRACY
>
560
>
3500 - Local Oversight Program
>
PR0545735
>
SITE HISTORY
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/5/2020 2:04:25 PM
Creation date
6/5/2020 1:57:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545735
PE
3528
FACILITY_ID
FA0003502
FACILITY_NAME
TRACY CITY PUBLIC WORKS
STREET_NUMBER
560
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23515006
CURRENT_STATUS
02
SITE_LOCATION
560 S TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
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.
/
22
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 /> _7 7'11/10f'! i. P�_ <br /> ?rojCCE Location j'�7(_% <br /> Phone NO. Y <br /> Z-17—i <br /> License No. <br /> Phone No.7C"r <br /> Con(ractor'-.,-,J-_4S:j. --,L; <br /> INDICATE METHOD OF BACKFILL OUALITY ASSURANCE <br /> 1. Submission of Soil Engineer's Compaction Report within 30 days of project completion, or <br /> 2. Submission of verification, e.g., loud ticket, within 30 days of project completion that one of the following materials <br /> was placed in the excavation in 12' lifts: <br /> A. Pea gravel--smooth, rounded material not more than one-half(IP-) inch in diameter <br /> B. Crushed rock--self-compacting material not more than three-quarters (3/4) inch in cross sectional <br /> measurement. (Use of crushed rock will not be permitted for backfill if contact will be made between <br /> the backfill material and tanks/pipes made of poly resin glass or similar materials.) <br /> DECLARATION <br /> I hereby certify that a Soil Engineer's Compaction Report will be submitted within 30 days of r0. t completion,or submission <br /> �njec comp e <br /> of <br /> t verification that the select material described above will be placed at a minimum of five ( cubic yards per 1000 gallon tank <br /> displacement <br /> lacement and that the entire excavation will be backfilled and compacted to insure compliance with the Uniform Building <br /> Code Appendix Chapter 70. <br /> N (Print) <br /> Igna e <br /> Shall be the responsible managing employee on the license or authorized agent. <br /> f J <br /> a, <br /> "4 <br /> _Cy <br /> �� ru- <br /> 15. <br /> 4' <br />
The URL can be used to link to this page
Your browser does not support the video tag.