My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HOLMAN
>
6441
>
2200 - Hazardous Waste Program
>
PR0514322
>
COMPLIANCE INFO
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/10/2020 8:12:20 AM
Creation date
6/3/2020 9:23:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0514322
PE
2229
FACILITY_ID
FA0010424
FACILITY_NAME
CHASE CHEVROLET
STREET_NUMBER
6441
STREET_NAME
HOLMAN
STREET_TYPE
RD
City
STOCKTON
Zip
95212
CURRENT_STATUS
01
SITE_LOCATION
6441 HOLMAN RD
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\HW\HW_2229_PR0514322_6441 HOLMAN_.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.
/
366
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
Chase Chevrolet Waste Oil & Waste Antifreeze Tank Assessment (2010) <br />Seismic/Anchoring findings: The tank as designed operated, and the <br />containment area in which it is located are adequately chored and are <br />seismicallv sound. Initials: <br />Leak Test: <br />The tank has been in service for 15 years and shows no evidence of <br />leakage. <br />Chase Chevrolet Waste Oil Tank <br />Hydrostatic Calculation <br />Rectangular, Vertical, Closed Top <br />Material of Construction Steel <br />Yield Strength, psi <br />30000.00 <br />Design Yield Strength, psi <br />27000.00 <br />Weld Efficiency <br />0.70 <br />Effective Yield Strength, psi <br />18900.00 <br />Depth of Waste Oil <br />54.45 <br />Area of w etted w all, ft2 <br />39.70 <br />S.G Contents <br />0.95 <br />Average Pressure, Ib/ft2 <br />134.49 <br />Resultant Force, lbs <br />5339.73 <br />Location of Resultant Force, from bottom, in <br />18.15 <br />Moment, ftlbf of R <br />8076.35 <br />Resisting klorrent at top of tank, B <br />8076.35 <br />Resisting Moment arm at B, ft <br />5.00 <br />Resisting Force at B <br />1615.27 <br />Resisting Force at bottom of tank at A <br />3724.46 <br />Area of tank bottom under tension, in2 <br />8.84 <br />Tensile stress at tank w all bottom corner, psi <br />421.56 <br />Design Yield Strength > Applied Tensile Stress <br />Factor of Safety <br />64.05 <br />
The URL can be used to link to this page
Your browser does not support the video tag.