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Environmental Health - Public
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EHD Program Facility Records by Street Name
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4200 – Liquid Waste Program
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PR0530041
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Last modified
7/22/2021 8:37:59 AM
Creation date
7/22/2021 8:37:04 AM
Metadata
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EHD - Public
ProgramCode
4200 – Liquid Waste Program
FileName_PostFix
WDR
RECORD_ID
PR0530041
PE
4242
FACILITY_ID
FA0004443
FACILITY_NAME
CBUSO dba Woodbridge Winery
STREET_NUMBER
5950
Direction
E
STREET_NAME
WOODBRIDGE
STREET_TYPE
Rd
City
Acampo
Zip
95220
APN
01709058
CURRENT_STATUS
01
SITE_LOCATION
5950 E Woodbridge Rd
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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WASTE DISCHARGE REQUIREMENTS ORDER R5-2012-0103 - 10 - <br />CONSTELLATION BRANDS U.S. OPERATIONS, INC. dba WOODBRIDGE WINERY <br />WOODBRIDGE WINERY <br />SAN JOAQUIN COUNTY <br /> <br />k. Incorporation of source control and waste minimization into the employee training <br />program. <br />23. The Discharger has not provided wastewater monitoring data or calculations to <br />quantify the level of salinity reduction that has been achieved by the measures <br />identified in the Process Water Characterization Report described above. Therefore, <br />this Order requires that the Discharger conduct a Salinity Reduction Study to <br />demonstrate actual salinity reduction results. <br />WATER BALANCE <br />24. A water balance was included in the RWD to demonstrate the capacity of the <br />wastewater treatment, storage, and land application system. The water balance was <br />based on an annual wastewater discharge of 100 Mgal, with a peak monthly flow of 21 <br />Mgal. The water balance used the 100-year annual rainfall event and a total of <br />100 acres of LAAs. The water balance shows that the wastewater treatment, storage, <br />and disposal system is adequate to support the projected flows at full build-out (i.e., <br />100 acres of LAAs). However, the Discharger has not completed the conveyance <br />system and other site improvements for the new LAAs and therefore this Order <br />contains interim flow limits based on the LAAs currently available with a provision to <br />increase the flow limits to full capacity when the new LAA infrastructure is completed. <br />25. Storm water draining from roofed areas and surrounding surface areas that does not <br />come in contact with wastewater is routed to the facility’s storm water drainage <br />system. The storm water system pipes the water to a discharge point at the <br />Mokelumne River. Storm water that falls on processing areas is directed to the <br />wastewater system. When combined storm water and wastewater flow rates are <br />above 1,100 gallons per minute (gpm), the combined discharge is directed to the <br />unlined Lower Ponds. The Discharger has obtained coverage under the NPDES Low <br />Threat General Waste Discharge Requirements, Order R5-2008-0081 for discharges <br />from these ponds due to flood inundation. <br />26. The wastewater treatment and storage ponds are not large enough to allow storage of <br />wastewater through the winter and land application only during the growing season. <br />During a normal rainfall year, wastewater application during the rainy season will be <br />minimal. During the 100-year annual precipitation event the Discharger will <br />periodically land-apply wastewater throughout the rainy season except during actual <br />rain events or when the soil is saturated. Because of the restrictions on applying <br />wastewater contained in this Order, the Discharger will have to carefully schedule <br />winery activities to manage the available storage in the wastewater ponds. Climatic or <br />LAA conditions (saturated soil, odors, etc.) may require winery process schedule <br />changes to comply with this Order.
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