My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REMOVAL_2025
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
1210
>
2300 - Underground Storage Tank Program
>
PR0231125
>
REMOVAL_2025
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/9/2026 8:04:26 PM
Creation date
9/29/2025 3:47:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
2025
RECORD_ID
PR0231125
PE
2361 - UST FACILITY
FACILITY_ID
FA0003730
FACILITY_NAME
TIWANA GAS & FOOD
STREET_NUMBER
1210
Direction
E
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95210
APN
09403012
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\kblackwell
Supplemental fields
Site Address
1210 E HAMMER LN STOCKTON 95210
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.
/
452
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
<br />15 <br /> <br />o Up to four stockpile samples from the excavated soil <br />o Up to four soil samples from the removed piping areas <br />• Rinsate sampling and laboratory analysis <br />• ENGEO will prepare and submit the tank closure report preparation <br /> <br />VIII. Import/Backfill & Soil Compaction: <br />• Place previously excavated pea gravel and soil overburden. <br />• Import and place 3/4" crushed gravel for backfill. <br />• Backfill up to 10" below grade and compact to 90%. <br />• Place a geotextile fabric on top to prevent the mixing of the aggregate base with <br />the backfill material. <br />• Import Class II recycled aggregate base (AB) material to provide a stable base <br />prior to asphalt restoration. <br />• Moisture condition, place, and compact Class II AB to 95%. The AB section will be <br />approximately 6" thick. <br /> <br />IX. Site Restoration: <br />• Restore the UST excavation area, dispenser areas , and pipeline trenches <br />(approximately 1,409 square feet) with 4" of hot -mix asphalt at 95% compaction, <br />with compaction testing documentation. <br />• Place a tack coat of oil on the edges of the existing asphalt. <br />• Roll and compact to a uniform finish. <br />• Broom clean ICS work areas. <br />• Provide general site cleaning. <br />• Demobilize all equipment, fencing, debris, and other materials. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.