My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE_FILE 2
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
N
>
NEWTON
>
3931
>
2900 - Site Mitigation Program
>
PR0540573
>
SITE INFORMATION AND CORRESPONDENCE_FILE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/8/2020 4:12:35 PM
Creation date
4/8/2020 4:00:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 2
RECORD_ID
PR0540573
PE
2960
FACILITY_ID
FA0023207
FACILITY_NAME
GILLIES TRUCKING INC
STREET_NUMBER
3931
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13207017
CURRENT_STATUS
01
SITE_LOCATION
3931 NEWTON RD
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
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.
/
241
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
Mr. Ken Gillies <br /> Gillies Trucking <br /> 3931 Newton Road, Stockton <br /> Page 5 of <br /> 5. The hydrogeological model is not clear at this time to the EHD. The <br /> inferred groundwater flow direction depicted on Figure 7 of the QR is <br /> based on two wells screened in the First Riverbank sand interval and two <br /> wells screened in the Second Riverbank sand interval. UEC estimates the <br /> hydrological conductivity of the intervening fine-grained interval to be 1015 <br /> cm/sec. If correct, with such a tight unit separating the sand intervals, it is <br /> likely that groundwater in the two sand units act semi-independently — it is <br /> not surprising that the groundwater elevation isocontours in Figure 7 <br /> should be so contorted. Each sand interval should have at least three <br /> wells screened exclusively in it to properly infer the flow direction and <br /> monitor dissolved contaminants in the down-gradient direction. <br /> 6. An estimate of the sorbed and dissolved contaminant masses remaining <br /> at the site in each hydrological unit incorporating the latest data has not <br /> been presented to the EHD. <br /> 7. An estimate of the sorbed contaminant mass in the vadose zone has not <br /> been prepared and submitted to the EHD. <br /> 8. A fate and transport model for the contaminants has not been presented <br /> which would demonstrate adequate attenuation of the plume of impacted <br /> groundwater such that existing sensitive receptors will not be impacted, <br /> future groundwater supplies will not be threatened, that the plume will not <br /> present a threat to human health, and that the plume will attenuate to <br /> background conditions in a reasonable time frame. <br /> 9. A fate and transport model for the contaminants addressing the items <br /> noted in bullet 8 above under the influence of a rise of groundwater into <br /> the Modesto Formation has not been submitted. <br /> The EHD is also concerned that as of yet, it appears that quarterly groundwater <br /> monitoring of your site has not been performed in 2004; the EHD has no <br /> proposal or record of approving suspension of quarterly monitoring on file. <br /> Failure to perform quarterly monitoring, as has been directed for your site, will put <br /> your site out of compliance with the EHD directives and may adversely affect <br /> your eligibility for reimbursement from the State Cleanup Fund. Please <br /> immediately resume quarterly groundwater monitoring. <br /> Finally, please note that laboratory analytical results for your site are not being <br /> electronically submitted to GeoTracker, the State Water Resources Control <br /> Board database program. Please initiate submission of all required data files to <br /> the GeoTracker system immediately. <br /> By 02 August 2004, please submit to this office a work plan in the context of a <br /> site conceptual model to complete the vertical and lateral delineation of impacted <br /> groundwater on your site, addressing all open or questioned issues noted in this <br />
The URL can be used to link to this page
Your browser does not support the video tag.