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ARCHIVED REPORTS_RPT OF WASTE DISCHARGE FOR WASTEWATER DISPERSAL 2011
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ARCHIVED REPORTS_RPT OF WASTE DISCHARGE FOR WASTEWATER DISPERSAL 2011
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Last modified
5/14/2020 4:47:20 PM
Creation date
5/14/2020 3:11:49 PM
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
RPT OF WASTE DISCHARGE FOR WASTEWATER DISPERSAL 2011
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
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EHD - Public
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Diamond Pet Food Processors of Ripon,LLC June 30,2011 <br /> Report of Waste Discharge Page 8 of 17 <br /> HYDRAULIC CONDUCTIVITY <br /> Hydraulic conductivity, based on aquifer testing of onsite wells ranges from about 40 to 100 feet/day <br /> in the aquifer units, and 0.1 to 5 feet/day in the confining units. Appendix B contains more <br /> information on hydraulic conductivity for the site. <br /> CAPILLARY RISE <br /> Based on values of capillary rise in sediments typical of those observed beneath the site, capillary rise <br /> beneath the site could range from 1.5 (gravel) to 750 (fine silt) cm(0.6 inches to 24 feet).6 <br /> SPRINGS <br /> There are no springs in the Plant vicinity. <br /> GROUNDWATER QUALITY <br /> During the past year,Neenah and then Diamond were still accepting, diluting, and disposing the brine <br /> stream from the adjacent cogeneration plant. Cogen brine is discharged to Diamond's clarifier where <br /> it is mixed with lower TDS water from production wells PW-6 through PW-8 before being <br /> discharged, in sequence, into aeration stabilization basins ASB-1 and ASB-2, and then pumped to <br /> irrigation and percolation fields around the site for disposal. In 2010,the maximum average monthly <br /> TDS concentration measured in discharge from ASB-2 was 643 mg/L (January), which is below the <br /> 713 mg/L water-quality protection standard(WQPS) for TDS established for the semiperched aquifer <br /> (Table 3). <br /> Currently, groundwater chemistry under portions of the site does not meet water-quality protection <br /> limits established for this site, although groundwater quality is continuing to improve. Figures 13, <br /> 14, and 15 show contour maps of TDS for the three aquifers, from October 2010 data. <br /> In October 2010, the highest onsite TDS in the semiperched aquifer was measured in wells located in <br /> and adjacent to the eucalyptus grove in the northeast quadrant of the site; in wells located around <br /> ASB-1, and wells located along the western property boundary. The area of lowest TDS was in the <br /> southeastern corner of the site along the Stanislaus River(Figure 13). <br /> The highest TDS levels in the upper aquifer were in wells M-11-A and TH-2 (820 to 917 mg/L). The <br /> area of lowest TDS was in the northwestern corner of the site in well TH-7 (59 µmhos/cm). All wells <br /> screened in the upper aquifer were in compliance with the WQPS of 1,030 µmhos/cm(Figure 14). <br /> 6 Fetter, C.W., 1988,3rd.ed.,Applied Hydrogeology, Table 6.1,p. 182. <br /> 010107.00, Task I Lawrence&Associates <br /> w:Iclientsl diamond pet foods1010107.00-ripon rowdldiamondpet_rowdjune2011_draft.docx <br />
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