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SR0080159 SSNL
Environmental Health - Public
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2600 - Land Use Program
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SR0080159 SSNL
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Last modified
11/19/2019 2:40:14 PM
Creation date
11/19/2019 2:30:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080159
PE
2601
STREET_NUMBER
13950
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95242
APN
05514023
ENTERED_DATE
2/4/2019 12:00:00 AM
SITE_LOCATION
13950 N THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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TSok
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EHD - Public
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of six employees, two for the tasting room and four for milling and processing. The <br /> tasting room will be open daily from 9:00 a.m. to 6:00 p.m.; a maximum of 10 customers <br /> per day are anticipated. The milling and processing staff will work seasonally, from <br /> September through October for grape crush and from November through December for <br /> olive harvest and milling. A total of 15 marketing events per year are anticipated, with a <br /> maximum attendance of 125 customers per event. <br /> The estimated sewage flow rates for various uses are available from a number of <br /> references. The uses presented below were guided by the San Joaquin County On-Site <br /> Wastewater Disposal Standards (2003), Crites and Tchobanoglous (1998), and EPA <br /> (1980). The references indicate that 13 gallons for each employee is typical for an office <br /> worker, and five gallons is typical for a bar customer; these rates were used for the <br /> winery/olive mill facility (Crites and Tchobanoglous, 1998). <br /> The estimated flow values discussed here should not be used for the design and sizing <br /> of the septic system. The design and sizing of the septic system should utilize the San <br /> Joaquin County Environmental Health Department On-Site Wastewater Treatment <br /> Systems Standards which incorporate peak and surge flow factors. The estimates used <br /> in the On-Site Wastewater Treatment Systems Standards may be greater than those <br /> discussed here. <br /> The nitrate as nitrogen (N) concentration of employee and customer use is estimated to <br /> be 85 mg/L (US EPA, 1980). <br /> The maximum average daily flow for the Site was estimated to be 137.6 gallons per day <br /> (gpd). Please see the following table: <br /> LOGE 1903 Page 13 <br />
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