My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0008053
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
4405
>
2900 - Site Mitigation Program
>
PR0542364
>
ARCHIVED REPORTS_XR0008053
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/4/2020 3:47:02 PM
Creation date
5/4/2020 3:14:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008053
RECORD_ID
PR0542364
PE
2960
FACILITY_ID
FA0024340
FACILITY_NAME
PACIFIC CAR WASH
STREET_NUMBER
4405
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11024014
CURRENT_STATUS
01
SITE_LOCATION
4405 PACIFIC AVE
P_LOCATION
01
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.
/
54
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
1 <br />' 05 November 2002 <br /> AGE-NC Protect No 96-0229 <br />' Page 4of5 <br />' at concentrations of 140 µg/1 and 0 56 µg/1, respectively, D1PE was detected in a water sample <br /> collected from MW-1 at a concentration of 8 pg/l <br />' No other constituents of concern were detected above laboratory reporting limits in the analyzed <br /> samples Previous and current analytical results of ground water monitoring well samples are <br /> summarized in Tables 3 and 4 The laboratory reports (McCampbell Analytical Inc Lab I D No <br />' 0205259 and Castle Analytical Laboratory reference no 4691) and chain-of-custody forms are <br /> presented in Appendix C <br />' 4.0. SUMMARY AND CONCLUSIONS <br />' The implications from the findings of the May 2002 investigation are <br /> • Ground water flow direction in the area of wells MW-1 through MW-10 was inferred to be <br /> towards the northeast at an approximate gradient of 0 002 ft/ft This appears to be the <br /> prevailing flow direction for the area <br />�S • Due to the low hydraulic gradient at the site,slight variations in ground water measurements <br /> or changes of recharge/discharge of the local ground water could greatly modify the inferred <br /> ground water flow direction <br /> • Monitoring wells MW-1 and MW-1OB are"drowned", and yield samples representative of <br /> deeper ground water conditions Deeper ground water in the area of MW-1 (48 to 53 feet <br /> bsg) is impacted by significant TPH-g, BTEX, 1,2-DCA and MTBE, deeper ground water <br /> in the area of downgradient well MW-10B is impacted by minor MTBE <br /> O Significant MTBE concentrations were detected in the sample collected from well MW-1 <br /> (screened 48 to 53 feet bsg) in deeper ground water, however only minor MTBE <br /> concentrations were detected in the samples collected from shallow water on-site wells MW- <br /> 2(located 5 feet from MW-1),implying that a deeper,vertically undelineated MTBE-impact <br /> maybe present crossgradient to downgradient of the site (Figure 5) <br /> • The highest concentrations of off-site dissolved MTBE were detected in downgradient well <br /> MW-6, a trend of increasing off-site MTBE concentrations has generally been noted since <br /> March 2001 <br /> • TPH-g, BTEX and MTBE were reported for the third consecutive quarter in water samples <br /> collected from MW-9, suggesting that the plume of petroleum--impacted ground water may <br /> have shifted towards the east <br /> IAdvanced GcoEnvironmental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.