My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_FIVE-YEAR WATER QUALITY REVIEW REPORT 11-17-2008
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
STOCKTON
>
942
>
2900 - Site Mitigation Program
>
PR0516727
>
ARCHIVED REPORTS_FIVE-YEAR WATER QUALITY REVIEW REPORT 11-17-2008
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/14/2020 4:35:22 PM
Creation date
5/14/2020 3:03:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
FIVE-YEAR WATER QUALITY REVIEW REPORT 11-17-2008
RECORD_ID
PR0516727
PE
2965
FACILITY_ID
FA0012758
FACILITY_NAME
DIAMOND FOOD PROCESSORS OF RIPON
STREET_NUMBER
942
Direction
S
STREET_NAME
STOCKTON
STREET_TYPE
AVE
City
RIPON
Zip
95366
APN
25934012
CURRENT_STATUS
01
SITE_LOCATION
942 S STOCKTON AVE
P_LOCATION
05
P_DISTRICT
005
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.
/
156
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
Five-Year Water-Quality Report November 17,2008 <br /> Neenah Paper FR LLC Ripon Mill Page 16 of 19 <br /> As in the semiperched zone, groundwater in the upper zone moves to the northeast in the <br /> northeastern corner and to the southwest in the southwestern corner. Unlike the semiperched zone, <br /> however,there does not appear to be movement of water from the Stanislaus River into the upper <br /> zone. <br /> In the intermediate zone,the direction of the groundwater gradient is generally towards the southwest <br /> and northwest, defining a local groundwater divide(Figure 5). This is possibly a reflection of the <br /> groundwater mounding in the semiperched zone,but also may reflect groundwater mounding <br /> beneath the wastewater ponds to the west. <br /> GROUNDWATER QUALITY <br /> TDS Maps <br /> As with groundwater elevation,the effects of discharge at the site are shown most directly in the <br /> semiperched zone. Figure 6 shows a TDS-contour map for the semiperched zone for October 2007 <br /> (the same period as the groundwater elevation maps). Elevated TDS concentrations (>1,000 mg/L) <br /> occur beneath ASB-2, in the southwestern part of the site, and in the northeast corner of the site <br /> beneath the East Orchard. <br /> Elevated TDS beneath ASB-2 can be attributed to infiltration from ASB-2. The City of Ripon <br /> sewage ponds are located immediately west of the site and may contribute to the elevated TDS <br /> concentrations found in the semiperched zone in the southwest, along with application of process <br /> water on the upper west field. The area of elevated TDS in the northeastern corner of the site likely <br /> is attributable to uptake of water by the eucalyptus trees in that area,with the resulting concentration <br /> of constituents in the groundwater there. <br /> Figure 7 shows a TDS-contour map for the upper zone for October 2007. TDS contours in the <br /> upper zone show the highest concentration in the south-southwestern portion of the site and the <br /> lowest concentration in the southeast corner near the active pumping wells. This pattern reflects the <br /> movement of the high-quality SSJID water towards the active pumping wells in this area. <br /> Figure 8 shows a TDS-contour map for the intermediate zone for October 2007. The highest TDS <br /> values occur in the northeastern and eastern parts of the site, and decrease across the site from there. <br /> Unlike the semiperched and upper zones, TDS in the intermediate zone has not always been directly <br /> related to the direction of the groundwater gradient(e.g., higher TDS in areas of higher groundwater <br /> elevations). Previously,pumping wells in the intermediate zone showed higher TDS than <br /> monitoring wells, suggesting that pumping induced flow of lower-quality water from higher zones <br /> into the intermediate zone. Currently,however,the active pumping wells (PW-6, PW-7, and PW-8) <br /> have among the lowest TDS values (370, 570, and 530 mg/L, respectively) of all the monitored <br /> wells. <br /> 003044.02 Lawrence&Associates <br /> W:UientslFoxRiver-Neenahl5 year review reports15 Year Review 2008Weenah_SYearReview Aug2008.doc <br />
The URL can be used to link to this page
Your browser does not support the video tag.