My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0004781
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LINNE
>
7505
>
3500 - Local Oversight Program
>
PR0545388
>
ARCHIVED REPORTS_XR0004781
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2020 10:50:44 AM
Creation date
3/5/2020 8:49:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004781
RECORD_ID
PR0545388
PE
3528
FACILITY_ID
FA0003212
FACILITY_NAME
JIMMY'S GROCERY & DELI
STREET_NUMBER
7505
Direction
W
STREET_NAME
LINNE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
24808013
CURRENT_STATUS
02
SITE_LOCATION
7505 W LINNE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
102
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
22 October 1996 <br /> AGE-NC Project No. 95-0100 <br /> ' Page 5 of 9 <br /> During most of the test,vacuum readings at the extraction well (VE-1)ranged between 1.4 and 2.35 <br /> ' inches of water. At VE-2, located 15 feet southeast from VE-1, the initial vacuum was 0.07 inches <br /> of water, measured from the lower screen interval. After four hours the influence increased to 0.085 <br /> ' inches. After 5.5 hours, vacuum readings at the upper and lower intervals were 0.05 and 0.07 inches <br /> of water, respectively. At the end of the test (8.0 hours), the influence measured at the upper and <br /> lower screens were 0.065 and 0.08 inches of water. <br /> ' The vacuum measured at VE-2 waslotted t versus distance sante from the extraction pont (VE-1) on a <br /> semi-logrithmic scale. The graph represents the theoretical radius of influence of the extraction well. <br /> ' In soil at the site (sandy-gravel)it appears that a vacuum of 0.1 would be great enough to volatilize <br /> hydrocarbons. A theoretical radius of influence of approximately 15 feet could be derived from the <br /> graphed data. In practical application, an effective radius of influence of approximately 10 feet is <br /> more likely to occur. <br /> ' A relatively low flow rate was achieved during the pilot test due to the poor performance of the IC <br /> engine. The engine was limited because of low levels of free oxygen in the soil and the relatively• <br /> high concentrations of extracted carbon dioxide, therefore, a high volume of supplemental fuel <br /> (propane) was required to operate the unit at optimum rpm§. <br /> 2.7.5. ANALYTICAL RESULTS OF VAPOR SAMPLES <br /> Four soil vapor samples were submitted for laboratory analysis. TPH-g was detected at <br /> concentrations ranging from 19,000 ppb to 24,000 ppb. BTE&X were detected in the vapor samples <br /> at concentrations ranging from 220 ppb (ethylbenzene, VS-1) to 2,600 ppb (toluene, VS-3). <br /> 2.7.6. CORRECTIVE ACTION PLAN RECOMMENDATIONS <br />' The findings from the site specific investigations for soil remediation feasibility indicted that soil <br /> vapor extraction would rapidly reduce the mass of contaminates. AGE prepared a Corrective Action <br /> PIan (CAP) dated 06 December 1995 that recommended initiation of a soil vapor extraction system, <br /> utilizing the soil vapor wells installed and possibly one additional well to aid in the rapid removal <br /> and destruction of hydrocarbon vapors. <br /> - -- -The PHS=EHD'requesfed-by letter serf 25 April`1996 that the property owner's consultant perform <br /> a risk-based decision computer modeling of the site specific conditions to betterAssess the need for <br /> active remediation. The PHS-EHD also requested that a revised CAP or.a Closure Summary-Report <br /> • following the Central Valley Regional Water Quality Control Board guidelines be submitted-to the <br /> PHS-EHD incorporate the results of the risk.based computer model. This report incorporates several <br />
The URL can be used to link to this page
Your browser does not support the video tag.