My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSTALL_2022
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
COLONY
>
1553
>
2300 - Underground Storage Tank Program
>
PR0516526
>
INSTALL_2022
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/28/2025 4:00:04 PM
Creation date
2/10/2022 9:06:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2022
RECORD_ID
PR0516526
PE
2351 - UST FACILITY - 2481 COMPLIANT
FACILITY_ID
FA0012659
FACILITY_NAME
LOVES COUNTRY STORES OF CALIFORNIA #223
STREET_NUMBER
1553
STREET_NAME
COLONY
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
24534024
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\kblackwell
Supplemental fields
Site Address
1553 COLONY RD RIPON 95366
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.
/
441
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
0Dr2• 717 829 ) <br /> Riser Volumes VolY 4 Covertk = ( 8291 gal <br /> — 1 <br /> Riser Buoyant Force BFI. := Volr Twat C6908J lbf � BFr = 138151bf <br /> 6908 <br /> Total Buoyant Force BF : — BFtk + IBFr = 273184lbf tank plus risers <br /> Fluid Ballast Weight Wtfld ballast = 0 • lbf <br /> Design Buoyant Force DBF := BF — Wtfld ballast = 2731841bf buoyant force of tank and <br /> risers offset by any ballast <br /> Submerged Weight of Top Slab Over Tank <br /> Submerged Weight Slab directly over the tank . Any anchoring resulting from the extension <br /> of Top Slab Over of the pad beyond the tank width and length will not be considered . <br /> Tank <br /> Wtslab '= Ltk' ODtk' Tslab ' lsub cone = 32054lbf <br /> Submerged Weight of Fill DirectlV Over Tank <br /> Plan View Area of Areacyl ODtk' (Ltk — 2 ' LCC) = 447 ft2 plan view area of tank <br /> Cylinder cylinder without end caps <br /> Plan View Area of End Areaend caps 2 • Areaec = 7911 2 plan view area of 2 end caps <br /> Caps — <br /> Plan View Area of Tank Areatk := Areacyl + Areaend_caps = 526 ft2 <br /> ODtk <br /> Cover to Middle of Covermid tk 2 + Covertk = 121 • in <br /> Tank — 2 <br /> Volume of Fill Over Tank The vol of the fill over the tank top is calculated by calculating the volume of <br /> the plan area of the tank from the middle of the tank to grade minus the top <br /> slab thickness and then subtracting the volume of the tank that resides in <br /> this volume ( 1 /2 of the tank volume) . The result is the volume of the fill <br /> directly over the plan area of the tank. <br /> Volfill_over_tk Areatk• (Covermid_tk — Tslab) — V21tk = 2943 ft3 <br /> Submerged Weight of <br /> Fill Over Tank Wtfill_over_tk Volfill_over_tk ' 7sub.fIll 1718921bf <br /> Tank Buoyancy, Loves Ripon , Store 223 , Date Printed : 6/ 12/2020 Page 9 of 25 <br /> Ripon CA, Dwg 22022-001 , 10 ft Dia , <br />
The URL can be used to link to this page
Your browser does not support the video tag.