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2900 - Site Mitigation Program
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PR0545713
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Last modified
11/19/2024 3:47:20 PM
Creation date
6/15/2020 2:29:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545713
PE
2965
FACILITY_ID
FA0013507
FACILITY_NAME
VAN RUITEN FAMILY WINERY
STREET_NUMBER
340
Direction
W
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95242
APN
05802005
CURRENT_STATUS
02
SITE_LOCATION
340 W HWY 12
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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WASTE DISCHARGE REQUIRE, M ORDER NO.R5-2003-0179 -8- <br /> VAN RUITEN-TAYLOR RANCH LTD. <br /> VAN RUITEN-TAYLOR WINERY LLC <br /> SAN JOAQUIN COUNTY <br /> 6. The discharge of domestic waste to the process wastewater treatment system is prohibited. <br /> 7. Discharge of wastewater to other than the Land Application area described in Finding No. 17 <br /> and shown on Attachment B is prohibited. <br /> 8. Excessive irrigation with wastewater that results in tailwater runoff is prohibited. <br /> B. Discharge Specifications: <br /> 1. The monthly average discharge from the treatment system shall not exceed 3,600 gpd. <br /> 2. Neither the treatment nor the discharge shall cause a condition of nuisance or pollution as <br /> defined by the CWC, §13050. <br /> 3. The discharge shall not cause the degradation of any water supply. <br /> 4. No waste constituent shall be released or discharged, or placed where it will be released or <br /> discharged, in a concentration or in a mass that causes violation of the Groundwater <br /> Limitations. <br /> 5. Objectionable odors originating at this facility shall not be perceivable beyond the limits of <br /> the property owned by the Discharger. <br /> 6. The Discharger shall operate all systems and equipment to maximize treatment of wastewater <br /> and optimize the quality of the discharge. <br /> 7. The wastewater treatment system and land application area(s) shall be designed, constructed, <br /> operated, and maintained to prevent inundation or washout due to floods with a 100-year <br /> return frequency. <br /> 8. No physical connection shall exist between wastewater piping and any domestic water supply <br /> or other domestic/industrial supply well without an air gap or approved reduced pressure <br /> device. <br /> 9. The wastewater treatment, storage, and land application system shall have sufficient capacity <br /> to accommodate wastewater flow and seasonal precipitation. Design seasonal precipitation <br /> shall be based on total annual precipitation using a return period of 100 years, distributed <br /> monthly in accordance with historical rainfall patterns. <br /> C. Effluent Limitations: <br /> 1. The maximum total nitrogen loading to the land application areas shall not exceed the <br /> agronomic rate for plant available nitrogen(PAN) for the type of crop to be grown, as <br /> specified in the most recent edition of the Western Fertilizer Handbook. PAN shall <br /> be calculated as 100 percent of the total nitrogen content of the waste, unless and until <br /> the Discharger demonstrates that another proportion is technically justified, as <br /> described in Provision G.9. <br />
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