My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011743
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
ELEVENTH
>
7500
>
3500 - Local Oversight Program
>
PR0544801
>
ARCHIVED REPORTS XR0011743
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 10:19:08 AM
Creation date
9/4/2019 10:58:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011743
RECORD_ID
PR0544801
PE
3528
FACILITY_ID
FA0003210
FACILITY_NAME
TEXACO TRUCK STOP
STREET_NUMBER
7500
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95378
APN
25015018
CURRENT_STATUS
02
SITE_LOCATION
7500 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
141
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
Extended Site Characterization Report: 7500 West Eleventh Street, Tracy, CA, Page 58 <br /> out and disposed at a permitted facility. That action, together with removal of soil from <br /> beneath the area where fuel dispensers had been located, was highly effective in <br /> improving groundwater quality beneath the West Eleventh Street frontage of the subject <br /> I property and was very economical to implement. Its effectiveness can be evaluated by <br /> consideration of the groundwater-quality data in Table 4. From a situation where floating <br /> product was present on the groundwater, by May 11, 2000, in a sample of groundwater <br /> recovered from Monitoring Well MW-3, the concentrations of TPH(d) had fallen to 2,800 <br /> µg/L, TPH to 11,000 L with benzene toluene ethyl benzene and total xylene <br /> isomers at concentrations of 5,600 p.glL, 160 µg/L, 830 µglL and 710 µg/L, respectively. <br /> On that date, the concentration of MTBE in that well was 10,000 µg/L. Continuing <br /> reduction of the concentrations of analytes of concern have occurred, so that by April 11, <br /> 2002, the concentrations of TPH(d) had fallen to 200 µg/L, TPH(g) to 330 µg/L, with <br /> benzene, toluene, ethyl benzene and total xylene isomers at concentrations of 85 µg/L, <br /> 4.8 µg/L, 16 µg/L and 12 µg/L,respectively, and the concentration of MTBE had fallen to <br /> -.-� 170 µg/L. <br /> Floating product is currently present in the groundwater around MW-7 on the north side <br /> 3 of West Eleventh Street. When measured on April 11, 2002, it had an apparent thickness <br /> of 0.3 ft, SJC believes that removal of the floating product in that area is essential if the <br /> components of fuel hydrocarbons affecting groundwater throughout the area of the <br /> primary plume shown on Figure 13 are to be reduced to acceptable values. (Such values <br /> would permit closure of the site by on-going water-quality monitoring during a period of <br /> intrinsic bioremediation that is expected to readily proceed when the high concentrations <br /> .. of fuel hydrocarbons in that area have been reduced.) <br /> SJC further recommends that removal of the floating product and the consequent <br /> reduction of high concentrations of analytes of concern in the groundwater beneath the <br /> = � north side of West Eleventh Street should be achieved by use of the same techniques that <br /> successfully removed the floating product and reduced the high concentrations of <br /> f analytes of concern along the south side of that street in 1998. <br /> The design for implementation of removal of floating product and extraction of <br /> groundwater affected by high concentrations of components of fuel hydrocarbons on the <br /> j north side of West Eleventh Street can be developed after a detailed study of that <br /> location, particularly with respect to locations of underground utilities, the stability of the <br /> sands that underlie the surficial fill and shallow clays, and other civil and.geotechnical <br /> engineering specifics. However, it is expected that the remediation of the area would be <br /> based on the following concepts: <br /> An excavation that parallels the street would be opened in the northern <br /> shoulder of West Eleventh Street, having dimensions on the order of 100 <br /> l ft. long by 10 ft. wide, the bottom of which would be some 15-20 ft. BGS, <br /> so that the affected sand aquifer at that depth would be exposed. The <br /> actual dimensions and the method of excavation would be determined <br /> following a detailed engineering study, but the excavation may be <br /> performed within shored walls or achieved by opening short trenches, the <br /> SJC <br /> a <br />
The URL can be used to link to this page
Your browser does not support the video tag.