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EHD Program Facility Records by Street Name
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18247
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2900 - Site Mitigation Program
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PR0545762
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COMPLIANCE INFO
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Entry Properties
Last modified
9/10/2020 11:01:46 AM
Creation date
9/10/2020 10:51:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545762
PE
2965
FACILITY_ID
FA0025908
FACILITY_NAME
R & G SCHATZ WINERY
STREET_NUMBER
18247
Direction
N
STREET_NAME
TRETHEWAY
STREET_TYPE
RD
City
LOCKEFORD
Zip
95237
CURRENT_STATUS
02
SITE_LOCATION
18247 N TRETHEWAY RD
QC Status
Approved
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EHD - Public
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ADDITIONAL INFORMATION REQUIREMENTS <br /> SCHATZ WINERY <br /> ACAMPO, SAN JOA QUIN COUNTY <br /> 1) Describe the site location, prevailing wind directions, and nearby industrial or populated areas. <br /> Provide information on the previous land use. Provide a site map which shows property lines, <br /> buildings, treatment or storage ponds, land application areas. <br /> 2) Do active or abandoned industrial, agricultural, domestic, or groundwater wells exist on the <br /> property or the wastewater disposal area(s)? If yes,provide a map showing their location(s). <br /> Include available data on the depth of groundwater and information on aquifers and aquitards <br /> identified beneath the property. <br /> 3) Describe any ion exchange (water softening),reverse osmosis, or other treatment process for the <br /> supply water. Describe the disposal of any regeneration brine or reverse osmosis reject water. <br /> Provide a description of the process supply wastewater; at a minimum, the process supply water <br /> should be characterized for the following analytical parameters: nitrate, total Kjeldahl nitrogen, <br /> total dissolved solids, and pH. <br /> 4) Provide a list of chemicals which are used in the winemaking processes, include all chemicals <br /> used in tank, bottle, or other cleaning. Is a clean-in-place system planned for the winery? <br /> Describe the sources of hot water used in the winery. <br /> 5) Provide a map showing the locations of all treatment equipment, clarifiers, sumps, or pump <br /> stations. Describe procedures to control contaminants in the wastewater streams and in the <br /> wastewater ponds. <br /> 6) Provide information showing that the proposed method of disposal will not impact the quality of <br /> the underlying groundwater. <br /> 7) Describe the storage and disposal of stormwater. Describe the proposed criteria for switching the <br /> discharge between the stormwater ponds and the wastewater ponds, and activities that will be <br /> performed to purge the wastewater sump of industrial wastewater prior to diverting stormwater to <br /> the stormwater ponds. Describe how the criteria is protective of shallow groundwater quality, <br /> especially at the stormwater pond. <br /> 8) Describe the domestic wastewater system. The description shall include the number of users, <br /> location, flow rate, septic tank size, leachfield size/location, and construction materials. <br /> 9) Provide additional detail on the wastewater storage pond. Provide diagrams and a description of <br /> the planned impoundment, location, size and depth, construction materials, inlet and outlets, <br /> depth to groundwater below the bottom of the pond, and existing or planned groundwater <br /> monitoring wells. <br /> 10) Provide descriptions of all assumptions and source of data for the water balance which evaluates <br /> the containment structure's ability to provide sufficient capacity on a month by month basis. <br /> Include monthly evaporation,precipitation, stormwater run-off, and irrigation rates as well as <br /> monthly discharge volumes. Rainfall shall be based on the 100-year return period total annual <br /> precipitation. Describe all assumptions employed regarding stormwater run-off. <br /> 11) If applicable, describe measures that will be implemented to prevent groundwater from floating <br /> and damaging the pond liners. <br /> f.:Pr.nt FIIn31t.• lu4eluninv Wm'IneyrJ.U'eh.tAl'lYdYi.Jec <br />
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