My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0008662
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
1605
>
3500 - Local Oversight Program
>
PR0544687
>
ARCHIVED REPORTS XR0008662
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/24/2019 9:00:33 AM
Creation date
7/24/2019 8:37:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008662
RECORD_ID
PR0544687
PE
3528
FACILITY_ID
FA0006185
FACILITY_NAME
El Dorado Gas & Mart
STREET_NUMBER
1605
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16703101
CURRENT_STATUS
02
SITE_LOCATION
1605 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\wng
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.
/
364
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
include well construction details, groundwater elevations, and concentrations of TPH-g, benzene, <br /> and MTBE over time <br /> The SVE system was shut down from 5 February to 26 March 1998 for replacement of the <br /> activated carbon and to determine whether a rebound in extracted petroleum hydrocarbon <br /> concentrations would occur upon system restart (EA 1998) The SVE system was sampled on 30 <br /> ' March 1998, 3 days after restart As can be seen in Table 3, analysis of this soil vapor sample did <br /> not contain detectable concentrations of TPH-g or benzene An asymptotic trend in the <br /> cumulative mass of TPH-g removed can be seen in Figure 7 as well as the decline in <br /> concentration of TPH-g in the extracted soil vapor over time <br /> To assess the impact of rising groundwater over time on the effectiveness of the SVE, the <br /> average depth to groundwater across the site over time, screened intervals of the five vapor <br /> extraction wells, and the soil vapor influent concentrations are presented as Figure 8 As can be <br /> seen in Figure 8, as well as the hydrographs in Appendix B, the SVE extracted primarily from <br /> wells VEW1 and VEW2, which are located in the former UST area Wells MW2, MW3, and <br /> MW5 were partially or totally submerged for the duration of remediation The significant <br /> decline in TPH-g influent concentrations occurred prior to March 1997 and before rising <br /> ' groundwater encountered the screened interval of deeper vapor extraction well VEW2, which <br /> has a total depth of 35 feet bgs The average depth to water at the site during this time, as <br /> ' presented in Figure 8, was between 35 and 40 feet bgs This indicates that the decline in SVE <br /> concentrations is due to an effective removal of petroleum hydrocarbons from the vadose zone <br /> by the SVE system, rather than a change in groundwater elevations As demonstrated in Table 3 <br /> and Figure 7, the SVE system has removed approximately 1,551 pounds of TPH-g from the <br /> original start-up in November 1995 to when the system was shut down in March 1998 <br /> h�pro][ct5�70137t Nastei4Wp'Llosuic l 10010137ciiext due, 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.