My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0006387
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
6633
>
2900 - Site Mitigation Program
>
PR0528433
>
ARCHIVED REPORTS_XR0006387
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/7/2020 1:14:46 PM
Creation date
4/3/2020 4:55:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006387
RECORD_ID
PR0528433
PE
2957
FACILITY_ID
FA0019174
FACILITY_NAME
CHEVRON SERVICE STATION 9-6171
STREET_NUMBER
6633
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09741048
CURRENT_STATUS
02
SITE_LOCATION
6633 PACIFIC AVE
P_LOCATION
99
P_DISTRICT
002
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.
/
99
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
Mr Barton <br />' 06/27/2006 <br /> Page 3 of 5 <br />' During the quarterly monitoring event, groundwater elevations ranged from 26 68 feet (MW-8) to 23 80 <br /> feet (MW-5) below mean sea level at the site Since the first quarter of 2006, groundwater elevations <br /> have increased an average of 128 feet at the site The groundwater flow direction was generally to the <br />' east-southeast as shown on the potentiometne map (Figure 1) and the horizontal hydraulic gradient was <br /> calculated at approximately 0 017 foot per foot (ft/ft) The predominant groundwater flow direction has <br /> been towards the east-southeast at the site, as depicted on the groundwater flow direction rose diagram <br />' (Attachment 2) <br /> Analytical Results <br />' Analytical results for the quarterly groundwater monitoring event are presented in Attachment 1 —Tables <br /> 1 through 4 Figure 2 presents an isoconcentration map for PCE Results for groundwater samples are <br />' summarized in the table below <br /> Frequency Range of <br /> of California <br />' Detected Frequency of Concentration of <br /> Constituent Detection Primary <br /> Concentrations s Exceedances Exceedances(ug/]L) <br /> Above the (ug(L)2 MCL <br /> MDL <br /> Benzene 1113 0 5 1 011 <br />' 2 <br /> TCE 8/13 2-23 5 418 3(MW-6), 8(MW-3),8 (MW-7), 6 MW-110 <br /> 5,200(MW-6),4,100(MW-7), <br />' • 3,200(MW-3), 590 (MW-2), <br /> PCB 12/13 2-5,200 5 11112 540(MW-13), 340(MW-5),170(MW-4), 120(MW-11D), <br />' 110(MW-14), 76(MW-9), <br /> 41 MW-10 <br /> Notes <br /> 1 MDL=method detection hnut <br /> 2 ug/L=nucrograms per liter,equivalent to parts per billion <br /> 3 MCL =maximum contaminant level <br /> Detected concentrations of benzene, TCE, and PCE are consistent with detected concentrations from the <br /> first quarter of 2006 TPH and MTBE were not detected above method detection limits (MDLs) in <br /> groundwater samples BTEX compounds were not detected above MDLs with the exception of one <br /> detection of benzene Benzene was detected below the California Primary MCL in monitoring well MW- <br /> 11D at a concentration of 0 5 µg/L <br /> As shown in the table above, TCE and PCE were detected in eight wells and twelve wells, respectively <br /> As discussed in the Fourth Quarter 2005 Groundwater Monitoring Report (SECOR, 2006), detections of <br /> TCE and PCE are associated with the chlorinated cleaning solvent impacts at Lincoln Village Shopping <br /> Center located upgradient of the site <br /> Summary and Conclusions <br /> The quarterly groundwater monitoring indicates the following <br /> • • Results of the second quarterly monitoring event are consistent with results of the first quarterly <br /> event for 2006 <br /> 009603054 doe <br /> BLASLAND, BOUCK S LEE, INC <br /> an ARCADIS company <br />
The URL can be used to link to this page
Your browser does not support the video tag.