My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REMOVAL_1998
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHURCH
>
800
>
2300 - Underground Storage Tank Program
>
PR0231063
>
REMOVAL_1998
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/1/2020 11:52:51 AM
Creation date
11/2/2018 5:28:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
1998
RECORD_ID
PR0231063
PE
2381
FACILITY_ID
FA0002715
FACILITY_NAME
NEWARK RECYCLED FIBERS
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
02
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\C\CHURCH\800\PR0231063\REMOVAL 1998.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.
/
106
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
06/10/98 18: 15 $19163645633 HLA SACRAMENTO la oo8 <br /> BACKFILL EXCAVATION CERTIFICATE <br /> Project Location 800 West Church Street, Stockton, California <br /> Owner Newark Sierra Paperboard Corporation Phone No. (209) .466-7088 <br /> Contractor OGISO Environmental Phone No. (510) 451-5771 License No. 706242 A-HAZ <br /> INDICATE METHOD OF BACKFILL QUALITY ASSURANCE <br /> x 1. Submission of Soil Engineer's Compaction Report within 30 days of project completion,or <br /> 2. Submission of verification,e.&. 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 the <br /> 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 Repot[will be submitted within 30sof 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 /> * Gary D. Ilaeck mtPh.D. R.G. <br /> nine r <br /> * Proiect Geolo ist <br /> 8n <br /> * Shall be the responsible managing employs 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.