My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_1986-1997
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
3202
>
2300 - Underground Storage Tank Program
>
PR0231129
>
COMPLIANCE INFO_1986-1997
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/5/2021 2:44:32 PM
Creation date
6/3/2020 9:44:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1986-1997
RECORD_ID
PR0231129
PE
2361
FACILITY_ID
FA0001817
FACILITY_NAME
7-ELEVEN INC #35355
STREET_NUMBER
3202
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
Ln
City
Stockton
Zip
95209
CURRENT_STATUS
01
SITE_LOCATION
3202 W Hammer Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0231129_3202 W HAMMER_1986-1997.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.
/
307
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
W <br />A&A <br />TANK TESTING DIV. <br />�M�W�--��/�e <br />August 4, 1988 <br />Mobil Oil Corporation <br />1306 Canal Blvd <br />Richmond, CA 94804 <br />ATTN: Moody Younger <br />RE: # 10-992, 3202 W. Hammer Lane, Stockton, California <br />On July 27, 1988, a Petro-Tite System Test was performed at the <br />above -referenced location. The test was performed by Mike <br />Womack, A & A Technician, Certification #414811422. These <br />underground tank and line tests are Precision Tests in accordance <br />with the NFPA Code 329.02. The NFPA code 329.02 criteria for a <br />tight system is a maximum gain or loss of .05 gallons per hour. <br />Because of the almost infinite variables involved, this is <br />intended to be a mathematical tolerance and is not the permission <br />of actual 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 - 8,000 gallon glass tank <br />PRODUCT - Regular <br />The test showed a leakage +.040 gallon per hr. <br />Based on the above criteria, we find the system mathematically <br />tight. <br />TANK NO. 2 - <br />SIZE - 10,000 gallon glass tank <br />PRODUCT - Unleaded <br />The test showed a leakage of -.020 gallons per hr. <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.