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SU0010378 SSNL
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SU0010378 SSNL
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Last modified
5/7/2020 11:34:32 AM
Creation date
9/4/2019 10:20:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010378
PE
2631
FACILITY_NAME
PA-1500010
STREET_NUMBER
22769
Direction
N
STREET_NAME
BENDER
STREET_TYPE
RD
City
ACAMPO
Zip
95220-
APN
00317010 54
ENTERED_DATE
2/2/2015 12:00:00 AM
SITE_LOCATION
22769 N BENDER RD
RECEIVED_DATE
1/30/2015 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\B\BENDER\22769\PA-1500010\SU0010378\SS-NL STDY ADDENDUM.PDF
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EHD - Public
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St.Jorge Winery Page 2 of 5 <br /> Soil Suitability/Nitrate Loading Study Update <br /> Our Project Number: NA155039 <br /> September 23, 2015 <br /> Table 2. <br /> Updated Typical Quantity of Effluent <br /> Total Total TotalAverage <br /> Category People Uses Uses Quantity per Average Daily Flow <br /> per Day per Day per Person/Use Per Facility <br /> Year <br /> Residents 7 70 gpd/person 7 residents x 70 gpd/person = <br /> 490 gpd <br /> Employees 3 13gp p d/ erson (3 employees x 13 gpd/person) <br /> (full time) = 39 gpd <br /> Employees 2 13gp p d/ erson (2 employees x 13 gpd/person) <br /> (part time) x 317 = 11 gpd <br /> Wine Tasting 75 6rson d/ (75 customers x 6 gpd/person) <br /> Customers gp x 3!7 = 193 gpd <br /> Additional <br /> Visitors 150 6 gpd/person (150 customers x 6 <br /> (Occasional gpd/person)x 12/365 = 30 gpd <br /> Events) <br /> Dishwasher 5 1.2 gallons per (5 cycles x 1.2 gpw/cycle) x 3/7 <br /> wash = 3 gpd <br /> Kitchen sink 1 5 gallons per (1 use x 5 gpw/use)x 2/12 = <br /> (harvest use) wash 1 gpd <br /> Kitchen sink <br /> (non-harvest -- __ 12 5 gallons per (12 uses x 5 gpw/use)X <br /> wash 12/365 = 2 gpd <br /> use) <br /> Average Daily Flow from Proposed Development 769 gpd <br /> For the subject property, the new daily septic waste water quantity for the existing and proposed <br /> development is estimated to be 769 gallons per day. The average total nitrogen concentration <br /> of domestic waste water is normally considered to by 20-85 mg/L-N (Crites and Tchobanoglous, <br /> 1998). For the purposes of the nitrate loading estimate, the long-term average concentration for <br /> total nitrogen in residential waste water is estimated to be approximately 45 mg/L-N and the <br /> long-term average concentration for total nitrogen in employee and customer waste water is 65 <br /> mg/L-N. Please seethe following table for further detail: <br /> '-44 <br /> ©2015 Neil O.Anderson 8 Associates,Inc.A Terracon Company <br />
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