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SU0006069_SSNL
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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2600 - Land Use Program
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PA-0600287
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SU0006069_SSNL
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Last modified
11/19/2024 1:52:17 PM
Creation date
9/8/2019 12:49:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006069
PE
2627
FACILITY_NAME
PA-0600287
STREET_NUMBER
11130
Direction
N
STREET_NAME
STATE ROUTE 99
City
LODI
Zip
95240
APN
05926058
ENTERED_DATE
5/31/2006 12:00:00 AM
SITE_LOCATION
11130 N HWY 99
RECEIVED_DATE
5/30/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\11130\PA-0600287\SU0006069\NL STDY.PDF
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EHD - Public
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� t <br /> August 8, 2006 <br /> NOA Project Number: E06087A <br />' n <br /> The average total nitrogen concentration of domestic waste water.is normally considered to be <br /> 20-85 mg/L-N with 35 to 45 mg/L-N being typical (Crites and Tchobanoglous, 1998). It is <br /> estimated that religious facility use will be approximately 80 mg/L-N. A weighted average is <br /> therefore used to calculate the total mg/L-N over the long term in the flow for the site since this <br /> project will include both residential and commercial concentrations. Please see the following <br /> equation for further detail. <br /> Weighted Average Calculation for Total Nitrogen Concentration in <br /> Residential and Commercial Flow On-Site <br /> Commercial flow Commercial concentration Flow concentration <br /> 548.6 gallons per day average * 80 m L-N = 43.888 mg/L-N gal <br /> Residential flaw Residential concentration Flow concentration <br /> 490 gallons 12eLday 45 m L-N = 22,050 mg/L-N gal <br /> Sum of Com. and Res. Flory Concentrations <br /> ►-� 43,888 mg/L-Ngal + 22,050 mg/L-N gal = 65.938 mg/L-N gal <br /> � l <br /> ` Sum of Cam. and Res.gallons per day average <br /> 548.6 gallons per day average + 490 gallons per day average = 1038.6 gallons per.da average <br /> F <br /> lYfeighted Average of mg/L-N Concentration inflow of on-.lite waste water <br /> F65,938 mg/L-N gal- 1038.6 gallons per dgy average = 63.48 m L-N <br /> Based on the weighted average of mg/L-N concentrations in the flow of waste water,it is estimated <br /> that the average concentration for total nitrogen from both sources in waste water for the project is <br /> approximately 63.48 mg/L-N over the long term. <br /> 3.4.2 Denitrification Estimate <br /> Denitrification is an important process which occurs within the leach field whereby certain bacteria <br /> utilize the oxygen in the nitrate (NO3) and release nitrogen gas (No to the atmosphere. <br /> Denitrification is expressed as a percentage, and the normally accepted range is 10 percent to 35 <br /> percent. Soils with higher clay content,moist soil conditions, high pH, and organic material <br /> denitrify by about 35 percent, and soils with high sand content and'fast percolation rates are <br /> �F estimated to denitrify at a lower rate, about 10 percent to 15 percent. <br /> A typical denitrification factor of 35 percent was selected for the Site because of the fine grained <br /> soils that exist at the site. <br />
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