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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
Fields
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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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EHD - Public
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WASTE DISCHARGE REQUIREMENTS ORDER R5-2012-0103 - 5 - <br />CONSTELLATION BRANDS U.S. OPERATIONS, INC. dba WOODBRIDGE WINERY <br />WOODBRIDGE WINERY <br />SAN JOAQUIN COUNTY <br /> <br />b. A new influent pump station is equipped with three 1,100 gpm non-clogging pumps. <br />Flow rates greater than 1,100 gpm will be produced during heavy rainfall events. <br />Such flows will be predominantly storm water, which will be diverted to the Lower <br />Ponds. <br />c. Two 700,000 gallon tanks allow for hydraulic and concentration equalization and <br />control for more uniform quality and quantity of wastewater management. A <br />portion of the effluent from the anaerobic treatment system can be recycled back <br />into the equalization tanks. <br />d. A Mobilized Film Technology (MFT) treatment system provides a high rate <br />anaerobic process. The MFT system includes preconditioning, MFT bioreactors, <br />biogas processing with energy capture, and a Dissolved Air Floatation (DAF) <br />system to remove suspended solids. The MFT system is constructed above- <br />ground. <br />e. Three 3.3 million gallon aeration ponds (Upper Ponds) are used to oxidize the <br />anaerobic system effluent. The ponds are double-lined with high density <br />polyethylene (HDPE) and have leak detection systems. The Upper Ponds are <br />equipped with brush aerators and dissolved oxygen probes to optimize aerator <br />operation. <br />f. Solids from both the anaerobic and aerobic processes will settle in the Upper <br />Ponds. The solids will be removed as needed and disposed of by delivery to a <br />permitted composting operation, delivery for livestock feed, or for further <br />processing at appropriately permitted facilities. Effluent from the Upper Ponds will <br />be further treated (on an as-needed basis) to reduce the solids content using a <br />filtration unit to prevent clogging of the sprinkler irrigation system. <br />g. The Lower Ponds are used primarily for storm water detention and can also be <br />used for treated wastewater storage. The Lower Ponds, which are unlined, provide <br />23 million gallons of storage capacity. The Lower Ponds are vulnerable to <br />inundation by the Mokelumne River during 100-year flood events. The Central <br />Valley Water Board has permitted surface water discharges from the Lower Ponds <br />if they become inundated by flood waters under the Low Threat General Waste <br />Discharge Requirements Order R5-2008-0081. Otherwise, surface water <br />discharges from the lower ponds are not permitted. <br />h. The Discharger currently applies treated wastewater to 75 acres of LAAs. The <br />Discharger proposes to expand the LAAs to approximately 101 acres as <br />wastewater flows increase. <br />17. In addition to the wastewater system described above, the Discharger has identified <br />potential treated wastewater reuse opportunities. All of the reuse opportunities would <br />require installation of distribution piping and some require additional treatment before <br />the wastewater would be of sufficient quality. The identified reuse opportunities <br />consist of:
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