My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0009037
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WASHINGTON
>
223
>
3500 - Local Oversight Program
>
PR0545813
>
ARCHIVED REPORTS_XR0009037
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/10/2020 1:06:08 AM
Creation date
7/9/2020 1:13:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009037
RECORD_ID
PR0545813
PE
3528
FACILITY_ID
FA0000713
FACILITY_NAME
RIPONA MARKET
STREET_NUMBER
223
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
26106014
CURRENT_STATUS
02
SITE_LOCATION
223 W WASHINGTON ST
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
35
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
Ripona Market October 28,2004 <br /> Corrective Action Plan <br /> 4.0 MITIGATION ALTERNATIVES <br /> Preliminary fate and transport modeling of benzene therimary contaminate of <br /> cnc� <br /> oinder of two possible mitigation sic—enari <br /> os using the A model <br /> "Bioscreen4 " The modeling was based on average values and site conditions but <br /> without site specific biodegradation indicators The corrective action scenario for <br /> low risk closure (no action) was modeled <br /> Model input parameters for "Bioscreen4" and-belie glass balance calculations <br /> are presented in Appendix B, Bioscreen Input Parameters Hydrogeologic, <br /> dispersion, absorption, and biodegradation parameters were provided from onsite <br /> groundwater monitoring data and published values The model is limited in the <br /> soluble mass value that can be used in the model An estimate of the contaminant <br /> mass balance is presented in Appendix B Approximately 0 3 kilograms of MTBE <br /> are estimated to present at the site The minimum value that can be used in the <br /> model is 1 kilogram which greatly over estimates the magnitude and potential <br /> extent of the plume migration <br /> Model runs were evaluated to determine the maximum extent of plume migration <br /> and remaining contamination at plume stabilization or end of modeled time <br /> period Model results are presented in Appendix C <br /> • The model was calibrated for existing conditions using recent monitoring data <br /> Groundwater flow directions have remained consistently to the northeast The <br /> plume appears to be stable and under going degradation / dispersion along the <br /> expected pattern for a first order decay pattern with long solute half life as <br /> expected with MTBE The source contaminant concentrations have dropped from Y-1117Upf s f L <br /> 6300 to 450 in 4 years for an estimated source half life of 1 year �ol�te yd hk, <br /> Under existing conditions the plume is predicted to degrade to an MTBE <br /> concentration of 0 ug/l in 18 years from a current concentration of 450 ug/1 , at the <br /> identified receptor at 1000 feet down gradient Assuming no degradation, it is <br /> estimated that simple dilution and attenuation will reduce the plume to 10 ug/1 at <br /> 1000 feet <br /> 4.1 Low Risk Closure <br /> The mitigation strategy consists of the evaluation of the site to confirm the low <br /> I risk nature of the site as determined by the State Waters Resources Control Board <br /> (SWRCB) Policy of December 1995 Monitoring of the site monitoring wells and <br /> domestic wells is conducted to verify the natural breakdown of the contamination <br /> I plume <br /> I <br /> 9 <br />
The URL can be used to link to this page
Your browser does not support the video tag.