My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_PRE 2019
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LOWER SACRAMENTO
>
11919
>
2300 - Underground Storage Tank Program
>
PR0232509
>
COMPLIANCE INFO_PRE 2019
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/21/2022 2:02:02 PM
Creation date
6/3/2020 9:43:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0232509
PE
2332
FACILITY_ID
FA0003731
FACILITY_NAME
PRECISSI FLYING SERVICE
STREET_NUMBER
11919
Direction
N
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
LODI
Zip
95242
APN
05902047
CURRENT_STATUS
04
SITE_LOCATION
11919 N LOWER SACRAMENTO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2332_PR0232509_11919 N LOWER SACRAMENTO_.tif
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
277
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 /> Project Location:/ /2 z / �� �-�✓ H. pe-, /fo l <br /> Owner � 6�y A K_ QN4/, CiPhone No: 9�5 / /�4C>a <br /> Contractor:�/ // /L /'+ Phone No: '�( License No: <br /> INDICATE METHOD OF BACKFILL QUALITY ASSURANCE <br /> _ 1. Submission of Soil Engineer's Compaction Report within 30 days of project completion,or <br /> 2. 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 /> �. 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 vill 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 /> DECL tARATION <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 z-daced 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 /> * A_ <br /> Name(Print) <br /> * <br /> kTitle(Prmt -- <br /> Signature <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.