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
0 9 <br />Chase Chevrolet Waste Oil & Waste Antifreeze Tank Assessment (2010) <br />_ Chase Chevrolet - Waste Oil Tank <br />rectangular, closed top, integral secondary containment <br />Material of Construction: Steel <br />Shell Height, in <br />60.500 <br />Shell Length, in <br />46.500 <br />Shell Depth, in <br />46.500 <br />Volume of Tank, in3 <br />130815.125 <br />Volume of Tank, gallons <br />566.304 <br />Working Volume, gal <br />510.000 <br />S.G. of contents <br />0.950 <br />Weight of Contents, lbs <br />4040.730 <br />Tank Wall Thickness, mm <br />4.900 <br />Tank Wall Thickness, in <br />0.193 <br />Wt of Tank, lbs <br />842.000 <br />Total Weight of Tank and Contents, lbs <br />4882.730 <br />Zip Code <br />95212.000 <br />Height of CG, in <br />27.250 <br />Overturning M oment Arm, in <br />27.260 <br />Resisting M oment Arm , in <br />23.250 <br />Ss <br />0.751 <br />SI <br />0.269 <br />Soil Class D <br />Fa <br />1200 <br />Fv <br />1862 <br />Sms <br />0.90 <br />Sml <br />0.50 <br />Sds <br />0.60 <br />Shc <br />0.334 <br />To <br />0.11 <br />Ts <br />0.556 <br />E, steel, psi <br />29000000.000 <br />I, in4 <br />12770.886 <br />k, Ibf/in <br />54908647.917 <br />T, sec <br />0.036 <br />a <br />1000 <br />Sds <br />0.601 <br />Importance Factor <br />1000 <br />Fp <br />1302.061 <br />Fp min <br />880.063 <br />Fp max <br />4693.671 <br />Fp rules <br />1302.06 <br />Overturning M o ment, inlbf <br />35494.192 <br />Resisting Moment, inlbf <br />113523.473 <br />Resisting M oment > Overturning M oment <br />No Tension on Anchors <br />Qe <br />1302.061 <br />pQe lbs <br />1302.06 <br />.2Sds D <br />586.709 <br />E <br />1888.770 <br />U=12D+1.OE+.5L+0.2S <br /># of bolts <br />1000 <br />Vu lbs/bolt <br />1302.06 <br />Tu - lbs/bo It <br />-8.617 <br />No tension <br />U=0.9D-(13Wor 10)E <br />Vu lbs/bolt <br />1302.06 <br />Tu - lbs/bo It <br />-1140.558 <br />No tension <br />Shear Strength of Anchor. Lbs <br />4760.000 <br /># of Anchors <br />1000 <br />Facto r of Safety fo r Shear <br />3.656 <br />Tank requires anchors <br />
The URL can be used to link to this page
Your browser does not support the video tag.