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SU0010931 SSNL
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SU0010931 SSNL
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Last modified
5/7/2020 11:34:51 AM
Creation date
9/8/2019 1:01:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010931
PE
2631
FACILITY_NAME
PA-1600122
STREET_NUMBER
3601
Direction
N
STREET_NAME
NAVONE
STREET_TYPE
RD
City
STOCKTON
Zip
95215-
APN
10129008
ENTERED_DATE
6/6/2016 12:00:00 AM
SITE_LOCATION
3601 N NAVONE RD
RECEIVED_DATE
6/6/2016 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\N\NAVONE\3601\PA-1600122\SU0010931\SS NL STDY.PDF
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EHD - Public
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• The nitrate concentration of rainfall was estimated to be 1 mg/L-N (Hantzsche and <br /> Finnemore, 1992). <br /> Quantity and Quality of Domestic Wastewater <br /> The proposed project is an expansion to an existing warehouse operation, bringing the <br /> total number of employees to 17. The business operates Monday through Friday. No <br /> customers are anticipated. <br /> The estimated sewage flow rates for various uses are available from a number of <br /> references, including the San Joaquin County On-Site Wastewater Disposal Standards <br /> (2003), Crites and Tchobanoglous (1998), and US EPA (1980). Crites and <br /> Tchobanoglous indicate that 13 gallons per day is typical for an industrial building <br /> employee; this rate was used for the warehouse employees. <br /> The nitrate as nitrogen (N) concentration of the employee use is estimated to be 85 <br /> mg/L (US EPA, 1980). <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 Disposal <br /> Standards which incorporate peak and surge flow factors. The estimates used in the <br /> On-Site Wastewater Disposal Standards may be greater than those discussed here. <br /> • The maximum average daily flow for the Site was estimated to be 158 gallons per day <br /> (gpd). Please see the following table: <br /> Table 4. Average Daily Flow Calculation <br /> Use Units Rate Subtotal Reduction* Average Daily <br /> Flow <br /> Employees 17 13 gal/employee 221 gpd 5/7 158 gpd <br /> *Reduction factors convert calculated flow into average daily flow over a year: 5/7 converts for days of operation per <br /> week. <br /> Denitrification Reductions <br /> Denitrification is a process that occurs in the septic system drain field whereby certain <br /> bacteria oxidize the nitrate (NO3) in the wastewater and release nitrogen gas (N2) to the <br /> atmosphere. Due to the biologic processes in the shallow soils, nitrogen in the drain <br /> field will may undergo a reduction between 10 percent to 35 percent. Soils with higher <br /> clay content, moist soil conditions, high pH, and organic material denitrify by about 35 <br /> • LOGE 1628 Page 10 <br />
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