My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR2400282 (3)
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
SIXTH
>
780
>
2900 - Site Mitigation Program
>
SR2400282 (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/28/2026 2:38:47 PM
Creation date
4/28/2026 2:33:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
SR2400282
PE
2900 - Site Mitigation Program
STREET_NUMBER
780
STREET_NAME
SIXTH
STREET_TYPE
ST
City
TRACY
CURRENT_STATUS
Closed - Complete
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
780 SIXTH ST TRACY
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
60
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
Union Pacific Railroad Company - 2 - 29 November 2023 <br /> Former Bunker C Vault: Tracy <br /> aromatic hydrocarbons using EPA Method 8270, and CAM 17 metals using EPA <br /> Methods 6010B and 7471 A. <br /> Central Valley Water Board staff has the following comments regarding the proposed <br /> scope of work: <br /> 1. Central Valley Water Board staff concurs with Antea Group's proposal to <br /> collect soil samples beneath the sump using angled borings. Based on the <br /> distance from the sump and tendency for vadose zone releases to migrate <br /> vertically in soil, the proposed perimeter borings located five feet from the <br /> outside edges of the sump are not sufficient to characterize a release that <br /> occurred directly beneath it; however, the proposed perimeter borings may be <br /> included at Union Pacific's discretion to collect additional soil data outside of <br /> the sump. <br /> 2. To investigate the extent of potential releases from the former sump, each soil <br /> boring should be advanced to a depth of at least 10 feet bgs. Please be sure <br /> that the soil analysis includes samples from each boring collected at two feet <br /> below the base of the sump and at 10 feet bgs. <br /> 3. Well completion logs in the area of the Site suggest that groundwater depth <br /> may be greater than 15 feet bgs. If Antea Group does not anticipate being <br /> able to extend the angled borings to reach groundwater, please advance at <br /> least one vertical boring near the former sump to collect grab groundwater <br /> samples. <br /> 4. During a previous site investigation, Antea Group detected naphthalene <br /> concentrations in a soil sample collected from the center of the sump that <br /> exceeded the environmental screening level for leaching to groundwater. <br /> Please be sure that the upcoming investigation includes the collection and <br /> analysis of a soil sample from within the sump area for naphthalene. <br /> Additionally, any liquid found inside the remains of the sump should be <br /> characterized and removed for proper off-Site disposal, if necessary. <br /> 5. Antea Group proposed analyzing sediment and liquid samples from within the <br /> sump for polychlorinated biphenyls (PCBs) by EPA Method 8082. If there is <br /> potential for the contents of the sump to contain PCBs, the soil and <br /> groundwater investigation beneath this abandoned structure should be <br /> expanded to include analysis for PCBs as well. In addition to the proposed <br /> analytes, please analyze all soil and groundwater samples for PCBs using <br /> EPA Method 8082. <br /> Please proceed with the implementation of the Work Plan with the modifications listed in <br /> staff comments 1 through 5. By 3 May 2024, please submit a Site investigation report <br /> that includes an assessment of the risks to human health and the environment and <br /> whether the sump should be closed in place. Please be sure that the report also <br />
The URL can be used to link to this page
Your browser does not support the video tag.