My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0008332
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
SANTA FE
>
23569
>
2900 - Site Mitigation Program
>
PR0541936
>
ARCHIVED REPORTS_XR0008332
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/18/2020 12:34:06 PM
Creation date
5/18/2020 11:04:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008332
RECORD_ID
PR0541936
PE
2957
FACILITY_ID
FA0006149
FACILITY_NAME
RANCH MARKET
STREET_NUMBER
23569
Direction
S
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
23569 S SANTA FE RD
QC Status
Approved
Scanner
LSauers
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.
/
269
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
EM 1110-1-4001 <br /> 3 Jun 02 <br /> The two-region model provided a good match to the historical manifold TCE concentration As <br /> described in Section F-5,the model was run varying the initial soil vapor concentration, the total <br /> contaminated volume,the percentage of the subsurface categorized as mobile, and the mass transfer <br /> coefficient between mobile and immobile zones The best-fit values are listed in Table F-1 The total <br /> characteristic volume was estimated to be 40,690,000 cubic feet (1,152,300 cubic meters) Of this total <br /> volume, 25%was represented as mobile and 75%as immobile For a vadose zone thickness of 80 feet <br /> (24 4 m), the characteristic radius was 400 feet(123 m) equivalent to a surface area of about 12 acres <br /> This total characteristic volume was consistent with the flow observations from PneuLoe and the <br /> vacuum responses at monitoring points The two wells influenced a very large area because they <br /> intersected a permeable sand channel near the bottom of the vadose zone In addition,usage history <br /> indicated a number of possible release points for contaminants existed across the site Using the initial <br /> estimated vapor concentration of 545 mg/m3,the best-fit total volume yields an estimated total original <br /> mass for TCE of 1,074 pounds (487 kg) The overall mass transfer coefficient between the mobile and <br /> immobile soils was estimated to be 0 108 day ' corresponding to a time scale of 9 days This suggests <br /> rebound during shutdown periods was relatively rapid <br /> The calibrated two-region model developed by matching the historical data for the combined extraction <br /> was used to forecast future performance Model predictions for the combined concentration and <br /> cumulative mass removed are presented in Figure F4 The model forecasts reaching an equivalent TCE <br /> concentration of MCL in the pore water of the immobile soils around day 800 <br /> 10000 -- - ---- 1000 <br /> 1000 _ -------- <br /> 100 <br /> }F <br /> ]nnnbik Zone 1�� FA <br /> Pore Water at MCL <br /> rj 10 + en <br /> C ++ O <br /> V ++++ C. <br /> 4 �. <br /> Mobile Concentration(nglnm3) Md <br /> 1 + Irrcmbde Concentration(ng/m3) -- <br /> - - - TCE Mass Removed(k6) <br /> t+ <br /> {+ <br /> 01 10 <br /> 0 100 200 300 400 500 600 700 800 900 1000 <br /> Elapsed Days <br /> Figure F-4 Forecast for continued operation of the existing SVE system <br /> F-17 <br />
The URL can be used to link to this page
Your browser does not support the video tag.