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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 7 of 17 <br /> Four distinct aquifers or zones have been identified beneath the site and have been designated by <br /> Lawrence &Associates as the semiperched,upper, intermediate, and lower zones. The semiperched <br /> zone is unconfined and occurs from approximately 35 to 60 feet below ground surface (bgs). All <br /> other zones are semiconfined to confined. The upper zone occurs from approximately 85 to 110 feet <br /> bgs, the intermediate zone from 140 to 225 feet bgs, and the deep zone from 240 to greater than 300 <br /> feet bgs. Permeability in the aquifer zones has been estimated at approximately 525 gpd/square foot; <br /> permeability in the confining layers has been estimated at 3.5 gpd/square foot.3 <br /> The direction of the groundwater gradient in the semiperched and upper semiconfined zones in the <br /> vicinity of Ripon is generally to the west.4 North of Ripon, the direction of the groundwater gradient <br /> is to the north. Southwest of Ripon, on the southwest side of the San Joaquin River, the groundwater <br /> gradient is to the north, towards the river. <br /> LOCAL HYDROGEOLOGIC SETTING <br /> Figures 10, 11, and 12 show groundwater elevation contour maps for October 2010, for the <br /> semiperched,upper, and intermediate zones, respectively. The deep zone is not contoured, as there is <br /> only one monitoring well at the site for that zone. All groundwater elevation (and quality) data <br /> previously have been presented in quarterly monitoring reports, and will not be included here.5 <br /> Mounding within the semiperched aquifer occurred offsite in the vicinity of the City of Ripon's <br /> wastewater treatment plant(WWTP)ponds and their fresh water infiltration pond. The gradient was <br /> extremely flat across most of the Diamond site. The direction of the groundwater gradient was away <br /> from the mound, and then generally towards the north. The magnitude of the gradient ranged <br /> between 0.0031 and 0.0017 feet/foot(ft/ft; Figure 10). <br /> Mounding also was present in the upper aquifer in approximately the same general areas where <br /> mounding was observed in the semiperched aquifer. The direction of the groundwater gradient was <br /> away from the mound, then generally towards the northeast. The magnitude of the gradient ranged <br /> between 0.0028 and 0.00156 ft/ft (Figure 11). <br /> Mounding within the intermediate aquifer was present in approximately the same general areas where <br /> mounding was observed in both the semiperched and upper aquifers. The direction of the <br /> groundwater gradient was away from the mounds, then generally towards the north. The magnitude <br /> of the gradient ranged between 0.0018 and 0.0031 (Figure 12). <br /> 3 Ibid., p.27. <br /> 4 Ibid., Figure 3. <br /> 5 For example,Lawrence&Associates,February 2010,Combined 2010 Annual Summary Report, 4th-Quarter 2010 <br /> Groundwater-Monitoring Report,And Preliminary Corrective Action Evaluation,Diamond Pet Foods,Ripon, <br /> California. <br /> 010107.00, Task I Lawrence&Associates <br /> w:Iclientsl diamond pet foods1010107.00-ripon rowdldiamondpet_rowdjune2011_draft.docx <br />
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