My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
S
>
SHAW
>
1282
>
2900 - Site Mitigation Program
>
PR0545687
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/21/2020 9:39:34 AM
Creation date
5/21/2020 9:30:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545687
PE
3528
FACILITY_ID
FA0003759
FACILITY_NAME
ST&E Roundhouse
STREET_NUMBER
1282
STREET_NAME
SHAW
STREET_TYPE
Rd
City
Stockton
Zip
95215
APN
14327016
CURRENT_STATUS
02
SITE_LOCATION
1282 Shaw Rd
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.
/
124
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
Four soil samples were collected from the two stockpiles and composited into two samples <br /> during November, 1998. The soil samples were analyzed using the USEPA analytical Test <br /> Methods described above. TPH-d was reported to be present in all of the samples and was <br /> reported to range from 200 to 990 mg/kg. Benzene and ethylbenzene were reportedly not <br /> detected in any of the soil samples. Toluene and xylene were detected at extremely low <br /> concentrations. Soil sample analytical laboratory results are tabulated in Table 3. <br /> The excavated soil was subsequently returned to the former UST excavation and covered with <br /> visqueen to assist in retarding downward migrating water in the vadose zone. This action was <br /> done with the concept of preventing the downward mobilizing of the.TPH-d contained in the soil <br /> 4 contaminant mass and underlying in-place TP.H-d contaminate mass still present. in the <br /> subsurface. Additional imported clean soil was placed on top of the visqueen to bring the <br /> excavation to surface grade, and a thin layer of crushed rock(railroad ballast) was poured over <br /> } <br /> the surface to match the surrounding area. . <br /> PHSEHD directed ST&E in a letter dated January 13, 1999 that additional site assessment work <br /> would be required to determine if soil and/or groundwater at the site had been contaminated with <br /> petroleum hydrocarbons. ST&E retained Upgradient Environmental Consultants (Upgradient)to <br /> complete the site assessment work. <br /> A workplan was submitted to PHSEHD during June, 1999 (Upgradient, 1999a). Upgradient <br /> reportedly conducted a sensitive receptor survey in the vicinity of the site in June,1999 the results <br /> of which were included in the workplan submitted to PHSEHD. The results of that sensitive <br /> receptor survey identified ten private wells within a 2,000-foot radius of the site; the nearest one <br /> being owned by the ST&E. This well is located at the west.(front) end of the locomotive service <br /> building, approximately 300 feet west of the underground tank site <br /> Environmental\STEPARSCRO 9102008.wpd 6 <br /> i <br />
The URL can be used to link to this page
Your browser does not support the video tag.