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1973
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2900 - Site Mitigation Program
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PR0545766
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Last modified
9/10/2020 3:58:34 AM
Creation date
9/9/2020 4:53:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545766
PE
2965
FACILITY_ID
FA0015802
FACILITY_NAME
JESSIES GROVE WINERY
STREET_NUMBER
1973
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95242
APN
01305017
CURRENT_STATUS
02
SITE_LOCATION
1973 W TURNER RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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WASTE DISCHARGE REQUIREMEiv rS ORDER NO. 4 <br /> SPENKER RANCH,INC. <br /> JESSIE'S GROVE WINERY <br /> SAN JOAQUIN COUNTY <br /> 21. The RWD states that there is less nitrogen in the wastewater than the cropped land application area <br /> will utilize. This is based on a nitrogen demand of 250 lbs/acre-year for the 0.6 acre land <br /> application area, a conservative nitrogen effluent concentration(25 mg/L as an annual average), <br /> and annual of wastewater/stormwater generation of 205,000 gallons. The 0.6 acre land application <br /> area will take up approximately 150 pounds of nitrogen, while the total annual wastewater nitrogen <br /> application will contain approximately 40 pounds of nitrogen. <br /> 22. The application of the winery wastewater to 0.6 acres of land should not cause an increase in the <br /> TDS concentration in the underlying groundwater. TDS is composed of both Volatile Dissolved <br /> Solids (VDS) and Inorganic Dissolved Solids (IDS). The proportion of VDS to IDS in wastewater <br /> varies with the source, but 50-percent of the TDS in winery wastewater may be in the volatile <br /> form. These VDS are biologically treated by soil microorganisms in a well managed wastewater <br /> treatment and land application system, and should not enter the groundwater. Therefore, of the <br /> approximately 5,130 pounds of TDS in the wastewater, about 2,564 pounds are expected to be in <br /> the inorganic fraction, equating to a load of 3,663 lbs/acre for the 0.6 acre land application area. <br /> Plants can take up some dissolved solids species at a rate of 2,000 lbs/acre-year, so the proposed <br /> loading rate may be excessive and may degrade groundwater. The Discharger is therefore required <br /> to both install groundwater monitoring wells and to evaluate whether it should increase the size of <br /> its land application area. <br /> 23. Although the Discharger only proposed to apply treated process wastewater to 0.6 acres of land, <br /> this Order allows the Discharger to apply the treated wastewater to any cropped land within its 320 <br /> acre parcel, as long as it first submits an Operation and Management Plan for the additional <br /> cropped land. <br /> SOLID WASTE <br /> 24. Solid/semi-solid wastes such as pomace (skins, seeds, pulp, stems, etc. resulting from the grape <br /> crush), and wine settlement and filter cake media(bentonite and diatomaceous earth) are generated <br /> by the processing operations. Such solid/semi-solid wastes are segregated from the process <br /> wastewater stream for separate handling and disposal. The pomace is spread in the vineyards as <br /> compost and/or tilled into the vineyards as a soil amendment. The amount of diatomaceous earth <br /> generated is small and can be applied to the vineyards or land application area. <br /> 25. Screened solids will be used as animal feed or composted and reapplied to vineyards or other land <br /> application area. Sludge and scum removed from the industrial wastewater system septic tank will <br /> be discharged to a municipal wastewater treatment system or land applied. <br /> GROUNDWATER CONDITIONS <br /> 26. A soil boring was drilled on 7 November 2002. The boring was hand augured to a depth of 22 feet <br /> and a groundwater sample was collected. The analytical results are presented below: <br /> Constituent Units Concentration <br /> Sodium mg/L 19 <br /> Chloride mg/L 6.0 <br /> V:Su1RG 6.T'Sm loequwjwieGmv61—kG—WDRd. <br />
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