My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012738
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
K
>
KETTLEMAN
>
420
>
3500 - Local Oversight Program
>
PR0545336
>
ARCHIVED REPORTS_XR0012738
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/10/2020 10:42:18 PM
Creation date
2/10/2020 4:08:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012738
RECORD_ID
PR0545336
PE
3528
FACILITY_ID
FA0003776
FACILITY_NAME
KWIK SERV LODI BW 113*
STREET_NUMBER
420
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06202042
CURRENT_STATUS
02
SITE_LOCATION
420 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
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.
/
385
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
r 420 W.E(ettleman lane,Lo <br /> 3. I ResUttS oii®uartert Sargng <br /> During this quarterly monitoring event,the following items were observed: <br /> Du 9 <br /> o The three groundwater monitoring <br /> wells were analyzed pursuant to regulatory <br /> guidelines icate <br /> and recommendations. The laboratory <br /> detectionlimits.Emits rts dFecal#oo«rhat Pm was <br /> r- BBX, Bpg, 1=DC and total lead were b <br /> reported in MW-2 at greater than 23 I`APN/1�ml (Most Probable Number per 100 <br /> milliliter sample volume); <br /> avera a groundwater elevation within the three of site monitoring wells was <br /> o An g <br /> measured at minus 19.08 feet (Below Mean Sea <br /> Evaluation of the groundwater gradient indicates a south/southeast <br /> 0 4n site (Figures 3, 4 and 5). <br /> direction of flow at an average rate of 0.0019 foot/feet <br /> F <br />
The URL can be used to link to this page
Your browser does not support the video tag.