My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012988
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MONTE DIABLO
>
1766
>
2900 - Site Mitigation Program
>
PR0535112
>
ARCHIVED REPORTS_XR0012988
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/12/2020 10:38:34 PM
Creation date
3/17/2020 3:47:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012988
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
2
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
the atmosphere. We request that this be allowed because of 1) the proximity of the excavations <br /> to the streets and sidewalks, 2) the nearby presence of children at the adjacent elementary school, <br /> and 3) to restore onsite business operations as quickly as possible. <br /> The two options for the disposition of potentially contaminated soil overburden, as previously <br /> discussed during our telephone conversation, are 1) removal from the site for offsite aeration, and <br /> 2) backfill material for the base of the excavations. Based on previous work performed at the <br /> site by our registered geologist, we believe that overburden material generated from the <br /> excavation containing the 8,000-gal tanks will be contaminated, as will soil from the base of this <br /> excavation. Removing the soil from the site will involve a costly sampling program and create <br /> an unnecessary liability for the owner. Considering the small volume of soil relative to the size <br /> of the excavation, we feel that there will be no additional impact to the environment by using this <br /> material for backfill. The remaining excavation will be backfilled with pea gravel, which will <br /> be capped with a minimum of 1 ft ol'base rock and a minimum of 3 ins of asphaltic concrete. <br /> The asphaltic concrete will provide an impermeable barrier to prevent infiltration of storm water <br /> during the upcoming winter months. In addition, pea gravel backfill will provide an excellent <br /> medium for future remediation of hydrocarbon vapors. We recommend therefore, that option 2 <br /> be exercised in the field or some combination of options based on field evidence observed at the <br /> time of the tank removal. <br /> Following receipt of the laboratory results, a letter report accompanied by the laboratory reports <br /> shall be submitted directly to the San Joaquin Environmental Health Division. Based on these <br /> results a Corrective Action Plan (CAP) will be prepared and sent to the county for approval. <br /> s.- Thank you for your consideration and suggestions on this matter. We look forward to working <br /> with you on this project. <br /> Sincerely, <br /> WALSH & ASSOCIATES, INC. <br /> e rey A. Clayton, R.G. <br /> Senior Project Manager <br /> cc: Mr. Russell Chapin <br /> XMalsh <br /> ht As%ocime�, Inc_ <br /> Lnvir«nmental Scicntist� and F.ngineerti <br />
The URL can be used to link to this page
Your browser does not support the video tag.