My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0002255
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
TURNER
>
4614
>
2600 - Land Use Program
>
UP-97-01
>
SU0002255
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:29:08 AM
Creation date
9/9/2019 10:47:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002255
PE
2626
FACILITY_NAME
UP-97-01
STREET_NUMBER
4614
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95240
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
4614 W TURNER RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\T\TURNER\4614\UP-97-01\SU0002255\APPL.PDF \MIGRATIONS\T\TURNER\4614\UP-97-01\SU0002255\CDD OK.PDF \MIGRATIONS\T\TURNER\4614\UP-97-01\SU0002255\EH COND.PDF \MIGRATIONS\T\TURNER\4614\UP-97-01\SU0002255\CORRESPOND.PDF
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.
/
230
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
Quarterly Monitoring Report Second Quarter of'2009 Page 5 <br /> TURNER ROAD VINTNERS July 20, 2009 <br /> WKA No. 5279.03 <br /> -0.61 feet msl in MW3 to +4.57 feet msl in MW2. It should be noted that MW3 is located on <br /> the East Facility, nearly 3,300 feet apart from the other monitoring wells. <br /> The direction of groundwater flow on May 5, 2009 was calculated to be southeasterly with a <br /> gradient of 0.0008. Figure 3 depicts estimated groundwater elevation equipotential contours and <br /> water levels at the site as measured on May 5, 2009. Historically, groundwater flow has been <br /> primarily east-southeast at a relatively flat gradient. <br /> 5.2 Site Water Quality Conditions <br /> A summary of groundwater quality conditions, as determined by chemical analyses of the <br /> required constituents of concern, is presented in summary form in Table 3. A summary of the <br /> most recent analyses are presented below: <br /> • pH in the sample set ranged from 6.74 in MW5 to 7.38 in MW2; <br /> • TDS concentrations in the sample set ranged from 470 milligrams per liter (mg/L) <br /> in MW 1 and MW2 to 1,200 mg/L in MW5; <br /> • Nitrate-as-nitrogen was below the laboratory-reporting limit of 0.50 mg/L in <br /> MW 1, MW2, and MW5. Nitrate-as-nitrogen was detected in the sample set at <br /> 4.7 mg/L in MW4 and at 19 mg/L in MW3. <br /> Table 3 is a summary of historical groundwater analyses results from the site and includes the <br /> most recent laboratory results. Time series plots of the parameters TDS (plus groundwater <br /> elevation) for each of the monitoring wells are included as Charts 1 through 5. Appendix A <br /> includes the laboratory report for this sampling event and a copy of the chain-of-custody. <br /> 5.3 Data Quality <br /> All samples were received by the laboratory under documented chain-of-custody. United States <br /> Environmental Protection Agency SW-846 (EPA 2000) protocols for sample storage and <br /> preservation were followed. Qualifiers were attached to all pH results since the samples <br /> exceeded the analytical method hold time. <br /> Based on the results of laboratory analyses and review of sampling procedures, laboratory <br /> quality assurance and quality control, and review of historical analytical results, the data appears <br /> adequate for the use intended. <br />
The URL can be used to link to this page
Your browser does not support the video tag.