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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 12 of 17 <br /> For the following analysis, two scenarios were evaluted—one with the cogeneration plant in <br /> operation and one without the cogeneration plant. In the latter scenario, it is assumed that the cogen <br /> plant can continue to supply Diamond with distilled water for their operations. <br /> POTENTIAL FOR IMPAIRMENT OF SURFACE WATERS <br /> The nearest surface-water body is the Stanislaus River, forming the southern boundary of the site. If <br /> the irrigation fields overflowed, the discharge would flow into the Stanislaus River. Historically, the <br /> irrigation fields have not overflowed into the river. Because the proposed maximum discharge is less <br /> than 20% of the volume of the previous discharge (maximum 455,000 gpd vs. 2,500,000 gpd <br /> previously) it is unlikely that the irrigation fields could not accommodate the combined <br /> Diamond/Cogen discharge. <br /> POTENTIAL FOR IMPAIRMENT OF GROUNDWATER <br /> The potential for impairment of groundwater would come from infiltration of the wastewater applied <br /> to the irrigation fields and leakage through ASB-2. The potential for groundwater impairment was <br /> evaluted using the existing groundwater model for the site and by calculating the mass loading of <br /> TDS from facility operations. The groundwater model previously was developed for the site to <br /> evaluate alternatives for corrective action for impacts related to dispersal of wastewater from Fox <br /> River Paper Company and Neenah Paper Company. Appendix B contains a description of the <br /> model. <br /> Previous and current site activities (dispersal of paper-mill process wastewater mixed with cogen <br /> blowdown), and vicinity discharges (City of Ripon WWTP ponds,Nestles' spill), have affected <br /> groundwater quality. Historic discharge at the site contributed about 8,100 lbs/day of TDS to the <br /> semiperched aquifer(about 1,187,000 gpd at a TDS of about 814 mg/L). <br /> Recently (second-half 2010), after paper-mill operations ceased, TDS loading (from operation of the <br /> cogen and mixing groundwater with that effluent)has been about 2,000 lbs/day (about 429,000 gpd at <br /> a TDS of about 565 mg/L). <br /> The proposed operation,plus cogen discharge, will contribute approximately 3,050 lbs/day of TDS to <br /> the semiperched aquifer(about 455,000 gpd at a TDS of about 800 mg/L). <br /> The proposed operation, without the cogen discharge (after 2017), will contribute approximately 900 <br /> lbs/day of TDS to the semiperched aquifer(about 159,000 gpd at a TDS of about 660 mg/L). This is <br /> almost 10 times less than the previous combined paper-mill and cogen operations, and is about one- <br /> third the amount of the TDS imparted from the combined Diamond and cogen operations. <br /> 010107.00, Task I Lawrence&Associates <br /> w:Iclientsl diamond pet foods1010107.00-ripon rowdldiamondpet_rowdjune2011_draft.docx <br />
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