My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE HISTORY
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
3250
>
3500 - Local Oversight Program
>
PR0545251
>
SITE HISTORY
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/31/2020 10:09:00 AM
Creation date
1/31/2020 8:24:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545251
PE
3528
FACILITY_ID
FA0001877
FACILITY_NAME
AM PM HAMMER/I5 FOOD #83113
STREET_NUMBER
3250
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
08240009
CURRENT_STATUS
02
SITE_LOCATION
3250 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
29
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
I <br /> CKFILL EXCAVATION CERTIFICATE ) <br /> v � <br /> Project Location n (� <br /> wC Phone No. <br /> ownerA <br /> Phone NLicense No: <br /> Contractor <br /> INDICATE METHOD OF BACKFILL QUALITY.ASSURANCE <br /> Submission of Soil Engineer's Compaction Report within 30 days of project completion, or <br /> �. Submission of verification, e.g., load ticket, within 30 days of project completion that one of the following materials was <br /> placed in the excavation in 12" lifts: <br /> A. Pea gravel--smooth, rounded material not more than one-half(1/2) 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 project completion, or submission of <br /> verification that the select material described above will be placed at a minimum of five (5) cubic yards per 1000 gallon tank <br /> displacement and that the entire excavation will be backfilled and compacted to insure compliance with the Uniform Building Code <br /> Appendix Chapter 70. <br /> Name rent <br /> * <br /> it a rm <br /> * <br /> r <br /> \ rgnature <br /> * Shall be the responsible managing employee on the license or authorized agent. <br /> i <br /> i <br />
The URL can be used to link to this page
Your browser does not support the video tag.