My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSTALL TANK TOP UPGRADE 1994
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WATERLOO
>
4315
>
2300 - Underground Storage Tank Program
>
PR0231760
>
INSTALL TANK TOP UPGRADE 1994
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/23/2019 4:31:46 PM
Creation date
8/23/2019 3:55:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
TANK TOP UPGRADE 1994
RECORD_ID
PR0231760
PE
2351
FACILITY_ID
FA0003831
FACILITY_NAME
WATERLOO FOODMART
STREET_NUMBER
4315
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215-2305
APN
08710034
CURRENT_STATUS
01
SITE_LOCATION
4315 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
KBlackwell
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
102
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
19. ( ` t ' Secondary container other inan double-walled tanks (includes interception <br /> and detection systems). [Section 2633 (f)] <br /> A. Backfill in secondary container. [Section 2635 (c) 1-81 <br /> B. Pore space of granular material used as backfill for primary container(s) complies with Section 2631 <br /> (9). [Engineering data to support capacity requirement]. <br /> C. Two or more primary containers within secondary container. (include information on product <br /> compatibility) <br /> D. Secondary container capable of precluding highest anticipated groundwater. <br /> E. Secondary container sloped to a monitoring sump from which leakage or precipitation can be detected <br /> and removed. <br /> F. Water tight corner which extends at least a foot beyond each boundary of the secondary container <br /> excavation, sloped to drain away from excavation. <br /> 20. Secondary container(s) thickness, density, composition, product compatibility. <br /> 1 Sized to contain unauthorized releases from primary containers to allow sufficient time for detection and removal. <br /> [Section 2631 (c)] <br /> 21. Secondary container(s) volumetric requirements: [Section 2631 (e) (1) <br /> and (2)] <br /> A. Single primary containers = 100%. <br /> B. Multiple primary containers = 150% of largest primary container or 10% above aggregate. <br /> 22. Secondary container(s) open to rainfall. [ Section 2631 (f)] <br /> Volumetric requirements = 24 hours of 100 year storm in addition to primary container volumes. <br /> 23. Secondary container floor. [Section 2631 (i)] <br /> A. Constructed on firm base. <br /> B. Sloped to collection sump ( 1/8 inch per foot). <br /> (1) One or more access casings installed in sump. <br /> (a) Size to allow removal of collected liquid. <br /> (b) Extended to ground surface. <br /> (c) Covered with a locked waterproof cap or <br /> within a secured facility. <br /> (d) Thickness allows for anticipated stresses. <br /> (e) Construction materials are not weakened stored product or will not donate, <br /> capture, or mask constituents to be monitored. <br /> 24. Membrane liner specifications. [Section 2631; k, 1, and m] <br /> 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.