My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0004117
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
K
>
KETTLEMAN
>
1301
>
3500 - Local Oversight Program
>
PR0545342
>
ARCHIVED REPORTS_XR0004117
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/12/2020 3:26:52 PM
Creation date
2/12/2020 8:58:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004117
RECORD_ID
PR0545342
PE
3528
FACILITY_ID
FA0000392
FACILITY_NAME
FLAMES LIQUOR
STREET_NUMBER
1301
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95242
APN
03104030
CURRENT_STATUS
02
SITE_LOCATION
1301 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
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.
/
42
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
I , <br /> 03 September 2002 <br /> AGE-NC Project No 99-0624 <br />' Page 3 of 5 <br /> were measured between 52 23 and,53 24 feet below the tops of the well casings, ground water <br />' elevations were calculated to be between 13 74 feet(MW-4)and 14 04 feet(MW-1)below mean sea <br /> level (MSL) Ground water elevation at the site decreased an average 192 feet between the March <br /> 2002 and the May 2002 ground water monitoring events (Table 2) The ground water elevation data <br />' for MW-1 through MW-4 during the May 2002 ground water monitoring event is depleted and <br /> contoured in Figure 3 <br />' The general ground water gradient in the area of wells MW-1 through MW-4 was calculated to be <br /> approximately 0 004 ft/ft or less, or approximately 21 feet per mile and inferred to be flowing <br /> towards the south-southwest <br /> I <br />' 32 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> A total of four ground water samples were submitted to a DHS-certified laboratory TPH-g was <br /> 1 detected in water samples collected from wells MW-2 and MW-3 at concentrations of 740 <br /> micrograms per liter (µg11) and 67 ug1l, respectively The laboratory indicated that the sample <br /> chromatograms from MW-2 and MW-3 had significant unmodified or weakly modified gasoline <br /> BTEX constituents were detected in ground water samples collected from wells MW-2 and MW-3 <br /> at concentrations ranging as high as 41 µg/1 (xylene, MW-2) <br /> IMTBE was detected(EPA 8260) in ground water samples collected from wells MW-1, MW-2 and <br /> MW-3 at concentrations ranging as high as 11,000 µg/l (MW-2) No other constituents of concern <br />' were detected above laboratory reporting limits in the analyzed samples Previous and current <br /> analytical results of ground water monitoring well samples are summarized in Tables 3 and 4 The <br /> laboratory reports (McCampbell Analytical Inc Lab I D No 0205441-1, 2 and 3) and chain-of- <br /> custody forms are presented in Appendix C <br />' 4.0. SUMMARY AND CONCLUSIONS <br />' The implications from the findings of the May 2002 investigation are <br /> • The average depth to ground water and ground water elevation on 30 May 2002 in <br /> I monitoring wells on-site was approximately 52%2 feet below surface grade and 14 feet below <br /> MSL, respectively <br /> • Ground water flow direction in the area of wells MW-1 through MW-4 was inferred to be <br /> Itowards the south-southwest at an approximate gradient of 0 004 ft/ft Due to the low <br /> • <br /> IAdvanced GcoEnvironmental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.