My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_1995-1999
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LOWER SACRAMENTO
>
8660
>
2300 - Underground Storage Tank Program
>
PR0231161
>
COMPLIANCE INFO_1995-1999
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/9/2020 3:54:44 PM
Creation date
6/3/2020 9:45:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1995-1999
RECORD_ID
PR0231161
PE
2361
FACILITY_ID
FA0003726
FACILITY_NAME
fast and easy mart #103
STREET_NUMBER
8660
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
STOCKTON
Zip
95210
APN
079-170-390-000
CURRENT_STATUS
01
SITE_LOCATION
8660 LOWER SACRAMENTO RD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0231161_8660 LOWER SACRAMENTO_1995-1999.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.
/
448
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
Mr. Mich el Kith <br />March 22, 1999 <br />.GROUP INC. Page 2 <br />8. The plan indicates Teleflex flex connector, the cut -sheet shows Hosemaster fles <br />connector. Please specify and submit cut -sheet as needed. <br />See attached Teleflex flex connector cut sheet. <br />�. Overfill containment information and cut -sheet. <br />Overfill containment is OPW 1 C-2100, S gallon spill bucket. See attached cut sheet. <br />00. <br />ut-sheet and third party approval for the proposed flex boots. <br />ee attached Environ flexible entry boot cut sheet. <br />\,11. F3 of the plan does not show striker plate under all tank openings. Please verify. <br />Steel striker plates under each opening. See Section I and details A and B, Sheet F3. <br />12. Dimension and cut -sheet for the dispenser pan. The plan and cut -sheet show different <br />dispenser pans. <br />We propose to use Phil-Tite, FG -4212, dispenser containment. See attached cut sheet. <br />13. The buoyancy calculation is not site specific. The tank size for the calculation on the <br />plan is 12K, in the submittal is 10K. Both calculations do not have engineer stamp and <br />signature. Please submit a site-specific buoyancy calculation with engineer stamp and <br />signature. <br />Site specific buoyancy calculation with engineer stamp and signature is provided. See <br />attached calculations. <br />I trust that these responses satisfactorily address the comments contained in the referenced <br />letter. If you have any questions, feel free to call me. <br />Respectfully, <br />RIJL DESIGN GROUP, INC. <br />4. 4 - <br />Chris Lucia <br />Job Captain <br />F:\PROJECT\CH\96683\DOCS\KITH-CTL.DOC <br />B E L L E V U E, WA LA H A B R A, CA SACRAMENTO, CA S C O T T S D A L E, AZ <br />
The URL can be used to link to this page
Your browser does not support the video tag.