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SU0005899 SSNL
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SU0005899 SSNL
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Last modified
5/7/2020 11:31:51 AM
Creation date
9/9/2019 11:09:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005899
PE
2631
FACILITY_NAME
PA-0600033
STREET_NUMBER
10112
Direction
E
STREET_NAME
WOODBRIDGE
STREET_TYPE
RD
City
ACAMPO
APN
01723001
ENTERED_DATE
1/31/2006 12:00:00 AM
SITE_LOCATION
10112 E WOODBRIDGE RD
RECEIVED_DATE
1/31/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\W\WOODBRIDGE\10112\PA-0600033\SU0005899\NL STDY.PDF
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EHD - Public
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LOGE 1224: Heritage Oak Winery SS/NLS Addendum Page 4 <br /> November 23, 2012 <br /> According to Mr. Hoffman, the winery is currently open seven days per week. Three employees <br /> are present during this time. Two of the employees also live on the Site and, as such, have <br /> been excluded from the flow calculation. Mr. Hoffman indicated that up to 15 customers per day <br /> visit the winery during the weeSaturdays and Sundays bring up to 50 and 30 customers, <br /> respectively. Special events are held 16 times per year, with up to 120 guests present at each <br /> event. Each event requires three additional volunteer staff members. <br /> The nitrate as nitrogen (N) concentration of these uses is estimated t be 85-mg/ Crites and <br /> Tchobanoglous. 1998). <br /> In addition to the winery uses, the existing three-bedroom residence is considered for the nitrate <br /> loading. We estimate a maximum use of 120 gallo day (gpd) per bedroom for the <br /> residence. A typical residential concentration 45 mg/L nitrate as N is selected (Crites and <br /> Tchobanoglous, 1998). It is possible a second ng unit could be constructed on the Site in <br /> the future. The second dwelling unit can be up to two bedrooms. This potential future use is <br /> considered. <br /> No contributions from the future vineyard irrigation or soil amendments are considered for the <br /> Hantzsche/Finnemore method. It is reasonably assumed that the irrigation and soil amendments <br /> would be applied at close to agronomic rates for a net balance of plant irrigation and nutrients. <br /> The maximum average daily flow for the Site was estimated to 751.7 alions per day (Table <br /> 2). Through the use of a weighted average, the average Concentra ion I the different <br /> effluent flows and concentrations was determined to be 53.1 mg/L-N 751.7 allons per day <br /> (Table 3). Please see the following tables that present the information in a abular form. <br />
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