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SU0002206
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Entry Properties
Last modified
5/7/2020 11:29:06 AM
Creation date
9/4/2019 6:45:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002206
PE
2626
FACILITY_NAME
UP-99-01
STREET_NUMBER
11900
Direction
N
STREET_NAME
FURRY
STREET_TYPE
RD
City
LODI
Zip
95240
APN
06116026
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
11900 N FURRY RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\F\FURRY\11900\UP-99-01\SU0002206\APPL.PDF \MIGRATIONS\F\FURRY\11900\UP-99-01\SU0002206\CDD OK.PDF \MIGRATIONS\F\FURRY\11900\UP-99-01\SU0002206\EH COND.PDF \MIGRATIONS\F\FURRY\11900\UP-99-01\SU0002206\EH PERM.PDF
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EHD - Public
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WASTE DISCHARGE REQUIRE- ENTS ORDER NO. '� -1 G <br /> GOLDSTONE LAND COMPANY, LLC AND KURT KAUTZ <br /> BEAR CREEK WINERY <br /> SAN JOAQUIN COUNTY <br /> B. Discharge Specifications: <br /> 1. The monthly average discharge shall not exceed 225,000 gpd. <br /> 2. Neither the treatment nor the discharge shall cause a nuisance or condition of pollution as <br /> defined by the CWC, §13050. <br /> 3. 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 /> 4. Objectionable odors originating at this facility shall not be perceivable beyond the limits of <br /> the property owned by the Discharger. <br /> 5. The Discharger shall operate all systems and equipment to optimize the quality of the <br /> discharge. <br /> 6. The wastewater treatment and land application system shall be designed, constructed, <br /> operated, and maintained to prevent inundation or washout due to floods with a 100-year <br /> return frequency. <br /> N <br /> 7. 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 /> 8. The wastewater treatment and land application system shall have sufficient capacity to <br /> 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. Wastewater discharged to the LTUs shall not exceed the following monthly average effluent <br /> limits, or any lower limits necessary to comply with the Groundwater Limitations: <br /> Constituent Concentration <br /> Total Dissolved Solids 700 mg/1 <br /> Sodium 56 mg/1 <br /> Chloride 33 mg/1 <br /> 2. The maximum BOD loading to the land application areas shall not exceed any of the <br /> following, unless and until the Discharger demonstrates that another loading rate is <br /> technically justified, as described in the Provisions: <br /> a. 100 lbs/acre day on any single day; and <br /> b. The maximum loading rate that ensures that the discharge will not create a nuisance. <br /> V:\Sen_luequm_NanI�r P,=Fi7a\B C a XW Kd <br />
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