My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_PRE 2019
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
COPPEROPOLIS
>
28135
>
2300 - Underground Storage Tank Program
>
PR0500564
>
COMPLIANCE INFO_PRE 2019
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/1/2020 11:52:30 AM
Creation date
11/2/2018 6:02:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0500564
PE
2381
FACILITY_ID
FA0004809
FACILITY_NAME
AT & T COMMUNICATIONS
STREET_NUMBER
28135
Direction
E
STREET_NAME
COPPEROPOLIS
STREET_TYPE
RD
City
FARMINGTON
Zip
95232
APN
09327003
CURRENT_STATUS
02
SITE_LOCATION
28135 E COPPEROPOLIS RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\C\COPPEROPOLIS\28135\PR0500564\COMPLIANCE INFO.PDF
QuestysFileName
COMPLIANCE INFO
QuestysRecordDate
11/5/2012 8:00:00 AM
QuestysRecordID
130311
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
18
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
& A 5630 District Btvd. 0103 <br /> "E TANK G DIV. Bfi� <br /> w� <br /> i <br /> , <br /> October 13, 198" <br /> AT&T Communications <br /> F.O. Box 4868 <br /> Mode=-to, CA 95352 <br /> ATTN: R.W. Russell <br /> RE: Farmington <br /> On September 29, 1487, a Horner Ezy-Chek System Test was <br /> performed at the above-referenced location. The test was <br /> performed by Tom Bradshaw, A 8 A Technician. The NFPA cede <br /> 329.02 criteria for a tight system is a maximum gain or loss of <br /> .05 gallons per hour . Because of the almost infinite variables <br /> involved, this is intended to be a mathematical tolerance and is <br /> not the permission of act:_ial leakage. <br /> During the stand-pipe procedure, the internal liquid hydrostatic <br /> pressure applied to the underground tank system is generally two <br /> to three times greater than normal liquid storage pressures. <br /> This increase in hydrostatic pressure will amplify the indicated <br /> rate of leak accordingly. <br /> SYSTEM TEST <br /> TANk: NO. 1 - <br /> SIZE - 3000 Gallon Steel Tank: <br /> PRODUCT - Diesel <br /> The test showed a leakage of - 03 Sallens per hour . <br /> Based on the above criteria , we find the system mathematically <br /> Tight . <br />
The URL can be used to link to this page
Your browser does not support the video tag.