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SU0007632 SSNL
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SU0007632 SSNL
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Last modified
5/7/2020 11:33:09 AM
Creation date
9/5/2019 11:19:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007632
PE
2631
FACILITY_NAME
PA-0900048
STREET_NUMBER
3929
Direction
N
STREET_NAME
HUBBARD
STREET_TYPE
AVE
City
STOCKTON
APN
08707056
ENTERED_DATE
3/16/2009 12:00:00 AM
SITE_LOCATION
3929 N HUBBARD AVE
RECEIVED_DATE
3/13/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\H\HUBBARD\3929\PA-0900048\SU0007632\NL STDY.PDF
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EHD - Public
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The nitrate concentration of rainfall was estimated to be mg/L-N ( ntzsche and <br /> Finnemore, 1992). <br /> Quantity and Quality of Domestic Wastewater <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 Wastewater Disposal Standards indicate 5 gallons per seat is the typical <br /> flow for a church with no kitchen. We understand that no food will be prepared on-Site. <br /> Crites and Tchobanoglous indicate 3 gallons per seat is the typical use for an assembly <br /> l hall. Five gallons per day per seat is a commonly used factor and was selected for this <br /> project. <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 Sewage Standards which incorporate peak and <br /> surge flow factors. The estimates used in the Sewage Standards may be greater than <br /> those discussed here. <br /> The church will operate year round. A maximum of 50 parishioners, clergy, and <br /> employee members are anticipated each Saturday No other uses are planned for the <br /> site. The Church will be closed on all other days. The nitrate as nitrogen (N) <br /> concentration of these uses is estimated to be 85-mg/L (Crites and Tchobanoglous, <br /> 1998). <br /> Please see the following tables that present the information in a tabular form. <br /> Table 4. Average Daily Flow Calculation <br /> Use Units Rate Subtotal Reduction Average Daily <br /> Flow <br /> Parishioners 50 5 gal/cust 250 gpd 1/7 35.7 gallons per <br /> day <br /> Reduction factors convert calculated flow into average daily flow over a period of a seven day week. This needs to <br /> be taken into account since the church will only operate one day per 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 waste water and release nitrogen gas (NZ) to the <br /> LOGE0914 Page 10 <br />
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