My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_1997-2002
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
J
>
JOE POMBO
>
2430
>
2300 - Underground Storage Tank Program
>
PR0506796
>
COMPLIANCE INFO_1997-2002
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/12/2021 4:13:51 PM
Creation date
6/23/2020 6:57:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1997-2002
RECORD_ID
PR0506796
PE
2361
FACILITY_ID
FA0007634
FACILITY_NAME
ARCO AM PM #82602*
STREET_NUMBER
2430
STREET_NAME
JOE POMBO
STREET_TYPE
PKWY
City
TRACY
Zip
95376
APN
214-020-200-000
CURRENT_STATUS
01
SITE_LOCATION
2430 JOE POMBO PKWY
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0506796_2430 JOE POMBO_1997-2002.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.
/
420
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
Facility: Proposed ARCO Facility <br />Location: Southeast comer of Harbor Boulevard and <br />91 Riverside Freeway, Anaheim, California <br />REPORT SUMMARY <br />Footing Bearing Pressures - Building Foundations <br />- Canopy Foundations <br />Passive Lateral Pressure (building) <br />(shoring) <br />Coefficient of Friction <br />Expansive Soils <br />Expansion Potential <br />R -Value <br />Pavement Section(s) ARCO Standard <br />Onsite Automobile Traffic (TI = 4.0) <br />Truck Traffic (TI = 6.0) <br />Offsite (Pembo Road) <br />Uncompacted Fill <br />Depth <br />Relatively Loose Near -Surface Soils <br />Depth <br />o V. Low O Low <br />Consultant: SECOR <br />JN: 40007-095-01 <br />1.500 usf <br />1.500 nsf <br />400 nsf/ft <br />500 psf/ft <br />0.2 <br />x Yes o No <br />x Medium o High <br />21 <br />o Yes O No <br />3" AC / 5" AB <br />4" AC / 10" AB <br />3.5" (.30'JAG <br />16"(1.35,) AB <br />x Yes O No <br />0-24 in <br />x Yes o No <br />approx. 12 inches <br />Groundwater Within 30 Feet of Surface <br />x Yes <br />o No <br />Monitoring Well Installed <br />x Yes <br />0 No <br />Hydrocarbons Detected <br />0 Yes <br />x No <br />Existing Underground Tanks <br />O Yes <br />x No <br />Existing Structures <br />o Yes <br />x No <br />Caving Anticipated During Tank Installation <br />o Yes <br />x No <br />Special Conditions/Features: <br />• Removal and recompaction of near -surface soils is required to a depth of 24 inches as described in <br />Section 6.9. Isolated areas of deeper removal and recempaction may be necessary. <br />The shallow footings should bear entirely on native undisturbed soil or entirely on compacted fill as <br />specified in Section 6.1. <br />• Dewatering of the excavation for the underground storage tanks will probably be necessary. <br />• At the time of the field exploration, the soils encountered were at or above optimum moisture content <br />indicating that wet soil conditions should be expected during grading and underground storage tank <br />installation. <br />IN 40007-095-01 <br />ft\—w 7-06w\a-ygeo.d— <br />
The URL can be used to link to this page
Your browser does not support the video tag.