My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE_1987-1992
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
0
>
2900 - Site Mitigation Program
>
PR0506203
>
SITE INFORMATION AND CORRESPONDENCE_1987-1992
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/31/2020 3:01:00 PM
Creation date
3/31/2020 2:27:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1987-1992
RECORD_ID
PR0506203
PE
2960
FACILITY_ID
FA0007271
FACILITY_NAME
LINCOLN CNTR ENV REMEDIATION TRUST
STREET_NUMBER
0
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
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.
/
353
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
LLEEDSHILL•HERKENHOFF. INC. <br /> Task 3: Groundwater Investigation <br /> Installation of "cluster wells" during the Phase I investigation is prema- <br /> ture, especially given the lack of available site specific geologic data. <br /> To better define the site-specific geologic conditions, the proposed direct <br /> rotary construction method for installation of the monitoring wells will be <br /> modified at the first monitoring well location to include "punch coring" to <br /> full depth. Soil samples obtained from this sampling technique will provide <br /> detailed information concerning vertical geologic stratification. If deemed <br /> necessary by LH's onsite hydrogeologist or geologist, selected intervals may <br /> also be punch cored at other monitoring well locations. In either case, <br /> cutting samples will be continuously logged by the onsite hydrogeologist or <br /> geologist. <br /> As discussed in LH's original Workplan, the completed monitoring well depths <br /> and screen locations will be based on evaluation of available information <br /> obtained during Task 2 and the site-specific geologic conditions encountered <br /> during drilling. <br /> To confirm the presence of TCE and/or PCE contamination, a shallow groundwa- <br /> ter monitoring well is proposed for construction within approximately 50 <br /> feet of LV Well #1. This monitoring well will either be one of the three <br /> originally proposed monitoring wells relocated because of the availability <br /> of data from Chevron, or an additional monitoring well . <br /> Task 4: Off-Site Investigation (New) <br /> To locate and sample all supply wells within a 1-mile radius of the site, <br /> prior to documentation of offsite contaminant migration is premature. <br /> However, in the event that offsite migration of TCE and/or PCE is occurring, <br /> then downgradient wells within a half mile of the Lincoln Village Center <br /> will be located, sampled and analyzed for TCE and PCE using EPA method 601 . <br /> Conversely, if water samples from the monitoring wells show no offsite <br /> migration, then no further work will be conducted in Phase I, and a Workplan <br /> for the Phase II investigation focusing on further delineation of source <br /> and/or mitigative alternatives will be prepared. <br /> TIME SCHEDULE <br /> It is estimated that completion of the Phase I Workplan Tasks and submittal <br /> of LH's technical report will require approximately four months after RWQCB <br /> approval of LH's Phase I Workplan. <br /> ( I F78703.wpl/263 <br /> l -3- <br />
The URL can be used to link to this page
Your browser does not support the video tag.