My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AMERICAN
>
820
>
4800 – General/Other Program
>
PR0543500
>
COMPLIANCE INFO
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/11/2021 2:32:03 PM
Creation date
6/11/2021 2:00:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4800 – General/Other Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0543500
PE
2960
FACILITY_ID
FA0024694
FACILITY_NAME
SIEBOLD CONSTRUCTION
STREET_NUMBER
820
Direction
S
STREET_NAME
AMERICAN
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
147292090, 110
CURRENT_STATUS
01
SITE_LOCATION
820 S AMERICAN ST
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\dsedra
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
62
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
commercial/industrial, and a utility trench worker) were considered. This document describes the <br />technical background for the development of the soil screening levels. <br />2 INTRODUCTION <br />The equations used to develop the soil screening levels are identical to the equations used to derive the <br />USEPA's Regional Screening Levels (RSLs; USEPA 2011). Exposure parameter values were assumed to <br />equal the default values used in California Department of Toxic Substances (DTSC) Office of Human and <br />Ecological Risk (HERO) "Human Health Risk Assessment (HHRA) Note Number 1" (DTSC 2011). The soil <br />screening levels presented in this document are sufficiently protective because the assumptions used to <br />calculate the values are based on conservative assumptions and exposures. <br />The volatilization factor used in the RSLs was replaced with volatilization factors obtained from the <br />American Society of Testing Material's (ASTM's) Standard Guide for Risk-Based Corrective Action <br />Applied at Petroleum Release Sites (ASTM 1995). The ASTM volatilization factors used to calculate <br />concentrations in outdoor air consider mass balance. The volatilization algorithm used in the RSLs can <br />overestimate the amount of contaminant volatilizing into outdoor air (Cal/EPA, 2005). In the ASTM <br />volatilization algorithm 2, if the calculated volatilization rate depletes the source before the end of the <br />exposure duration, the volatilization rate is adjusted so that the total source mass is assumed to <br />volatilize by the end of the exposure duration. By using this mass-balance check, it is ensured that the <br />total amount volatilized does not exceed the total amount of contaminant in soil. <br />For incidental ingestion of soil, dermal contact with soil, and inhalation of dust, the concentration in soil <br />is assumed to be constant at the screening level for the entire exposure duration. This assumption is <br />conservative for volatile chemicals or chemicals that are expected to biodegrade in soil, such as benzene <br />and ethylbenzene. <br />2.1 Screening Levels vs. Risk <br />The soil screening levels represent concentrations, below which, indicate the site is a low-threat risk for <br />human health. Multiple conservative assumptions were made when developing these soil screening <br />levels. Actual site risk is expected to be lower than the risk targets used to develop the screening levels. <br />For example, a residential receptor is assumed to come into contact with soil at concentrations <br />or as indicated in the supporting documentation for the CHHSLs and ESLs, a depth of approximately 10 feet is generally used <br />to delineate between shallow soil, where a potential exists for regular direct contact, and deep soil where only periodic <br />exposure is considered likely. <br />2 The ASTM VF differs from the approach used by USEPA in the development of the RSLs. The VF used to calculate the RSLs <br />assumes infinite sources over a large source area for the dispersion term. The ASTM VF algorithm is considered more <br />appropriate for leaking underground fuel tank (LUFT) sites. Further details on the differences are presented in the Draft <br />California LUFT Guidance Manual, version 2.0, 2010). <br />2
The URL can be used to link to this page
Your browser does not support the video tag.