My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSTALL_2000
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
D
>
DR MARTIN LUTHER KING JR
>
440
>
2300 - Underground Storage Tank Program
>
PR0231055
>
INSTALL_2000
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/27/2019 3:44:46 PM
Creation date
11/27/2019 9:04:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2000
RECORD_ID
PR0231055
PE
2361
FACILITY_ID
FA0002321
FACILITY_NAME
Delta arco
STREET_NUMBER
440
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
16503003
CURRENT_STATUS
01
SITE_LOCATION
440 W DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
KBlackwell
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.
/
279
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
UNDEkvROUND TANK INSTALLATION Page 3 <br /> Design for Anchorage Against Buoyancy Devign ode <br /> STEP 8 -Determine Vold Volume at Sump Locations Sump <br /> If no sump risers are used on the installation enter zero(0)on lines 33 and Volume <br /> 34 and proceed to Step 7. Otherwise, determine the amount of holddown Sump Diameter Factor <br /> force lost in the sump zones. From the chart at right locate the volume 24" 3.14 <br /> factor for the size of the sumps being used. 30" 4.91 <br /> 33" 5.94 <br /> 36" 7.07 <br /> rl'� Z�-cu. ft. /ft. Sump Volume Factor 48' �1T <br /> X Z-7•'7 lbs/sq ft Unit Weight of Cover (30) <br /> ® -2L7-1, lbs SUMP DISPLACEMENT <br /> lbs. Sump Displacement (33) <br /> x No. of Sums 6 <br /> lbs TOTAL SUMP DISPLACEMENT <br /> STEP 7 -Determine Total Holddown Provided by Installation <br /> Determine Gross Backfill Weight of the installation by multiplying the Unit <br /> Weight of Cover(30)by the tank dimensions. From this number subtract <br /> he Total Sump Displacement(34)to determine the Holddown Provided by <br /> Installation. <br /> Tank Outside Dia (4) 1-7 in. <br /> qin. Tank Diameter (4) Tank Length (5) z(,, 0?eft. <br /> + 12.00 in./ft Unit Weight of Cover (30) 277 lbs/sq ft of plan <br /> ® •n ft. TANK DIAMETER <br /> R Tank Diameter (35) <br /> x 7(o• 75 R Tank Length (5) <br /> ® Z S-,-7 sq. R TANK SHADOW AREA <br /> 7� 5-7 sq. ft. Tank Shadow Area (38) <br /> x 11-77,,9 lbs/sq ft Unit Weight of Cover (30) <br /> J17 / lbs. GROSS BACKFILL WEIGHT <br /> 9f9 lbs. Gross Backfill Weight (37) <br /> �ZG-7,4( lbs. Total Sump Displacement (34) <br /> ® �- Ibs. HOLDDOWN PROVIDED BY INSTALLATION <br />
The URL can be used to link to this page
Your browser does not support the video tag.