My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REMOVAL_1995
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
I
>
INDUSTRIAL
>
230
>
2300 - Underground Storage Tank Program
>
PR0505647
>
REMOVAL_1995
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/1/2021 5:02:16 PM
Creation date
11/5/2018 3:00:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
1995
RECORD_ID
PR0505647
PE
2381
FACILITY_ID
FA0000649
FACILITY_NAME
FORMER NESTLE USA INC FACILITY
STREET_NUMBER
230
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
RIPON
Zip
95366
APN
25938001
CURRENT_STATUS
02
SITE_LOCATION
230 INDUSTRIAL DR
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\I\INDUSTRIAL\230\PR0505647\REMOVAL 1995.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.
/
70
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
f <br /> ,.*SAN JOAQUIN COUNTY <br /> COMMUNITY DEVELOPMENT DEPARTMENT E H <br /> 1810 AZELTON AVE STOCKTON. CA 95205 <br /> DEVELOPMENT SERVICES PHONE 12091 466-3120 <br /> PLANNING PHONE'12091 468-3120 <br /> BUILDING PHONE(2091 468.3123 <br /> NEIGH80RH000 PRESERVATION PHONE(2091 468.3021 <br /> BACKFILL EXCAVATION CERTIFICATE <br /> Project Location <br /> Owner Phone No. <br /> Contractor Phone No . License No. <br /> INDICATE HETROD OF BACKFILL QUALITY ASSURANCE <br /> 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 <br /> completion that one of the following materials was placed in the excavation in <br /> 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 <br /> 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 <br /> similar 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 /> * <br /> Name (Print) <br /> Title (Print) <br /> * <br /> Signature <br /> * Shall be the responsible managing employee on the license or authorized <br /> agent. <br /> 6/91-LC/BECERT.DOC <br />
The URL can be used to link to this page
Your browser does not support the video tag.