My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012772
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
1612
>
3500 - Local Oversight Program
>
PR0545246
>
ARCHIVED REPORTS_XR0012772
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/30/2020 7:13:17 PM
Creation date
1/30/2020 3:41:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012772
RECORD_ID
PR0545246
PE
3528
FACILITY_ID
FA0003611
FACILITY_NAME
PARKWOODS GAS & FOOD
STREET_NUMBER
1612
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
07728002
CURRENT_STATUS
02
SITE_LOCATION
1612 W HAMMER LN
P_LOCATION
01
P_DISTRICT
002
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.
/
124
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
1 <br /> ' Ms Diane Hutson <br /> September 14, 1994 <br /> Page 2 <br /> ' MASS BALANCE CALCULATIONS <br /> EMCON has calculated the mass of TPHG in the soil at both ARCO service stations. The <br /> ' calculations are based on the estimated lateral and vertical extent of TPHG-impacted soil <br /> EMCON estimated the lateral and vertical extent of TPHG-impacted soil by evaluating the <br /> ' analytical results of soil samples collected during drilling of the soil borings (soil analytical <br /> results are included in Appendix A) Soil samples were collected during the soil boring program <br /> at 5 foot intervals (soil borings are included in Appendix B) <br /> ' To determine the mass of TPHG underlying each site, EMCON divided the entire vadose zone <br /> for each site into 5 layers_ of either 5 or 10 feet in depth EMCON then developed <br /> ' isoconcentration contour lines for TPHG as developed for each soil layer based on the soil <br /> analytical results Figures 1 through 5 present the isoconcentration contour lines of TPHG at <br /> different depths below ground surface (bgs) for the ARCO Lodi site Figures 6 through 10 <br /> ' present isoconcentration contour lines for TPHG at different depths bgs for the ARCO Stockton <br /> site <br /> EMCON then calculated the mass of TPHG contained in the soil interval underlying each <br /> isoconcentration contour between successive figures <br />' The following assumptions were made to simplify the calculations <br /> 1. TPHG concentration remains constant within a given soil interval <br />' 2 Soil type and density remains constant within a given soil interval <br />' EMCON calculated TPHG-impacted soil volumes using the following formula <br /> Volume of = area between successive x depth of soil interval <br /> TPHG-impacted isoconcentration <br />' soil contour line <br />' EMCON calculated the mass of petroleum hydrocarbons (lbs) in each soil interval was calculated <br /> as follows <br /> Mass of TPHG = Volume of TPHG- x Average x Concentration <br />' in Soil Interval Impacted Soil Bulk Density <br />' EMCON determined the total mass of TPHG at each site to be the sum of the masses calculated <br /> for each soil interval Appendix C includes the calculations of total mass of TPHG for both <br /> ARCO service stations For consistency, EMCON employed identical procedures and <br /> assumptions for both sites <br />
The URL can be used to link to this page
Your browser does not support the video tag.