My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSTALL_1999
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
K
>
KETTLEMAN
>
501
>
2300 - Underground Storage Tank Program
>
PR0231341
>
INSTALL_1999
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/15/2021 11:07:38 AM
Creation date
11/5/2018 3:46:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
1999
RECORD_ID
PR0231341
PE
2361
FACILITY_ID
FA0003629
FACILITY_NAME
ARCO STATION #434*
STREET_NUMBER
501
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
03119028
CURRENT_STATUS
02
SITE_LOCATION
501 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\K\KETTLEMAN\501\PR0231341\INSTALL PLAN 1999.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
63
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
BACICF LL EXCAVATION CERTIFICATE <br />jest Location <br />_ u A Phone No. 1 <br />ver <br />ntractor <br />�e . - Phone License No. % 2 1 <br />INDICATE mETHOD OF BACKFILL QUALITY ASSURANCE- <br />I- <br />SSURANCE <br />L Submission of Soil Engineers Compaction Report within 30 days of project compiedon, or <br />�Z Submission of verification, e.g., load ticket, within 30 days of project completion that one of the following materials <br />was placed in the excavation in IT lifts: <br />A. pea gravei-smooth. rounded material not more than one-half (12) 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 />de of poly resin glass or similar materials.) <br />the backfill material and tanlWPiPes ma <br />DECLARATION <br />ve incation chat the select material desrnbed above will be plat ed at a minimum of five (-) cubic yards per nifc gallon ding <br />erebv certify that a Soil Engineer's Compaction Report will be submitted within 30 days ofproject completion. or submission <br />placement and that the entire excavation will be backfilled and compacted to insure compliance with the Uniform Building <br />ode Appendix Chapter 70. <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.