My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WEST
>
2417
>
2900 - Site Mitigation Program
>
PR0523601
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/30/2020 2:38:12 PM
Creation date
6/30/2020 2:11:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0523601
PE
2950
FACILITY_ID
FA0015930
FACILITY_NAME
R & L DIESEL SERVICE INC
STREET_NUMBER
2417
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95205
APN
11709007
CURRENT_STATUS
01
SITE_LOCATION
2417 WEST LN
P_LOCATION
99
P_DISTRICT
002
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.
/
67
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
Site Investigation and No Further Action Request Repo <br /> R&L Diesel Services, Project#051111 TM&W <br /> ff g. Describe the fate of any remaining monitoring and mediation wells. since 1934 <br /> No monitoring or remediation wells were installed. <br /> 9. Provide tabulated results of all groundwater elevations and depths to water. <br /> Based on boring B-5, the only boring which was advanced to groundwater, the depth to <br /> groundwater is approximately 54 feet. Groundwater depth is also tabulated on the boring log for <br /> B-5 in Appendix A. <br /> 10. Provide tabulated results of all sample analyses, including the sampling method and <br /> detection limits. <br /> fSoil sample analytical data, including sample dates, analyses, analysis methods and detection <br /> limits are provided in the included Tables 1 and 2, respectively. <br /> 11. Discuss concentration and mass changes over time, and current concentrations of <br /> fitcontaminants remaining in groundwater at the site. <br /> F-' The single groundwater sample secured from under the affected area on 04/20/09 was free of <br /> + hydrocarbon contamination at or above detection limits, except for tetrachloroethene (PCE), <br /> which was detected at 4.1 ug/l, less than the applicable California Primary Maximum <br /> Contaminant Level (PMCL). <br /> 12. Provide iso-concentration contour maps of contami lants of concern to define the lateral and <br /> F. vertical extent of contaminants remaining in soil an groundwater. <br /> The sketch included following section 3.3 of this report provides the location (vertical and lateral) <br /> of all soil samples, and the concentration of diesel and VOC remaining in soil, to define the <br /> lateral and vertical extent of impacts remaining in the s A. The impacted area is approximately <br /> ��- 8 to 10 ft. in diameter, and extends from the bottom of I he UST approximately 25 ft. down. <br /> r <br /> 13. Provide a summary of the remedial method(s) used to clean up the site: <br /> Due to the low concentrations detected in soil and grOL ndwater during subsurface investigation, <br /> no remedial activities were conducted at the site. <br /> 14. Provide a discussion of whether background is una tainable using best available <br /> remediation method(s). <br /> Remediation activities would likely be extremely disrup ive to normal business activities <br /> conducted in the transmission shop, and are not justifiE d in light of the relatively small area of <br /> impacted soil, entirely contained within the confines of he transmission shop, and the apparent <br /> lack of mobility of the constituents of concern. <br /> 15. Provide a discussion (and estimate) of contaminani mass remaining in soil and groundwater <br /> versus contaminant mass removed or destroyed by soil excavation or remedial action. <br /> 4 <br /> r <br /> x R: <br />
The URL can be used to link to this page
Your browser does not support the video tag.