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SITE INFORMATION AND CORRESPONDENCE
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120 (STATE ROUTE 120)
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2900 - Site Mitigation Program
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PR0516259
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/19/2024 4:01:10 PM
Creation date
4/1/2020 3:37:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0516259
PE
2960
FACILITY_ID
FA0012534
FACILITY_NAME
BARREL TEN QUARTER CIRCLE LAND CO
STREET_NUMBER
21801
Direction
E
STREET_NAME
STATE ROUTE 120
City
ESCALON
Zip
95320
APN
20525002
CURRENT_STATUS
01
SITE_LOCATION
21801 E HWY 120
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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CEASE AND DESIST ORDER N095-2003-0012 -2- <br /> CANANDAIGUA WINE COMPANY <br /> ESCALON CELLARS <br /> SAN JOAQUIN COUNTY <br /> 7. Process wastewater is collected by floor drains and is piped to one of two concrete sumps (west or <br /> east sump). Each of the sumps is equipped with a liquid level flow meter. Non-contact cooling <br /> water is discharged to the cooling water sump. <br /> 8. All process wastewater and stormwater that falls on the winery is discharged without treatment to <br /> the LAAs. Stormwater that falls on the parking lot is discharged to the adjacent surrounding area. <br /> 9. Flow meters were recently installed at the facility. During the year 2001, the discharge of winery <br /> wastewater(excluding the cooling water) averaged approximately 130,000 gallons per day(gpd); <br /> during the 2001 crush season, the flow rate averaged 240,000 gpd. In 2001, the distillery is <br /> estimated to have contributed approximately 48,000 gpd of wastewater for each of the 22 days it <br /> operated. <br /> 10. The WDRs allow the Discharger to discharge up to 1,000,000 gpd of cooling water and 400,000 <br /> gpd of winery wastewater. However, the water balance contained in the March 2002 RWD shows <br /> the LAAs are insufficient to accommodate either the permitted flows or the current flows when <br /> considering design seasonal precipitation for a 100-year return period. This applies to both the <br /> cooling water application areas (Application Areas No. 6 and 7) and the wastewater application <br /> areas (Application Areas No. 1-5). <br /> 11. The Discharger submitted a revised water balance on 15 January 2003 which demonstrated <br /> hydraulic capacity to discharge winery wastewater at a rate of 140,000 gpd for the months <br /> November through July and 450,000 gpd for the months August through October. The revised <br /> water balance also demonstrated the hydraulic capacity to discharge cooling water at a rate of <br /> 125,000 gpd for the months November through July and 175,000 gpd for the months August <br /> through October. <br /> 12. The Discharger's wastewater data collected since 7 March 2002 are presented below. Because use <br /> of the distillery was discontinued in April 2001, the data is representative of the winery's present <br /> wastewater quality. While variable, the data shows that very high concentrations of BOD, total <br /> dissolved solids, and nitrogen were discharged to the LAAs. In addition, the pH of the wastewater <br /> can range from 3.7 to 11.3 pH units. This data is comparable to than published data for"typical" <br /> wineries. <br /> Crush Season Non-Crush Season <br /> East Sump West Sump East Sump West Sump <br /> Analyte Units min/max/ave min/max/ave min/max/ave min/max/ave <br /> BODS mg/L 4,000/17,000/8,840 4,800/12,000/6,940 5/14,000/5,135 72/2,100/861 <br /> TDS mg/L 1,200/4,800/3,320 2,500/4,900/3,320 1,600/14,000/4,630 273/1,900/777 <br /> PH mg/L 3.7/9.4/5.0 5.2/6.7/6.0 3.3/9.3/7.0 7.0/11.3/8.0 <br /> NO3 mg/L 43/48/45 0.4/49/37 13/50/41 2/47/17 <br /> TKN mg/L 38/270/159 23/100/45 2/2,900/785 2/93/17 <br /> BODS denotes 5-day Biochemical Oxygen Demand. TDS denotes Total Dissolved Solids. NO3 denotes nitrate as <br /> nitrogen. TKN denotes Total Kjeldahl Nitrogen. <br /> CAMy Dmum=ts\W ycls`0Srim\C&D R2.dx <br />
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