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SU0002196 SSNL
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SU0002196 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:06 AM
Creation date
9/6/2019 11:09:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002196
PE
2626
FACILITY_NAME
UP-00-02
STREET_NUMBER
22211
Direction
N
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
ACAMPO
APN
01315030
ENTERED_DATE
10/23/2001 12:00:00 AM
SITE_LOCATION
22211 N LOWER SACRAMENTO RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LOWER SACRAMENTO\22211\UP-00-02\SU0002196\NL STDY.PDF
Tags
EHD - Public
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�. June 21,2000 <br /> Job Number. L000-173 <br /> Page 12 <br /> In a septic system's leach line trench, denitrification is the favorable biological process in <br /> which certain bacteria utilize the oxygen in the nitrate(NO,) and release nitrogen gas(N2)to the <br /> atmosphere. Denitrification is expressed as a percentage and the normally accepted range is 10% <br /> to 25%. In other words, about l0a/o to 25% of nitrates in the effluent are converted to gas due to <br /> the biological activity. Soils with higher clay content, moist soil conditions, and organic material <br /> denitrify 25% or more and soils with higher sand content and fast peculation rates are less <br /> favorable and are estimated to denitrify about 10%or less. Due to the presence of silty soils and <br /> the percolation rate observed,the denitrification factor is estimated to be about 20 %. <br /> To determine the concentration of septic effluent for the project, the standard <br /> concentration of 45 mg/L-N for septic influent will be added to the ground water background <br /> level of 0.047mg/L-N then multiplied by a factor 0.8 reflecting the 20% denitrification reduction. <br /> The concentration of the septic system percolate is estimated to 36.0 mg/L-N after denitrification. <br /> Table 6. <br /> Mass Balance Calculation <br /> Nitrate Source Rate Nitrate-N Concentration For Analysis Standard Units <br /> (Metric) <br /> Agriculture NA NA NA NA <br /> Winery wash Conservativel 9.9 mg/L-N 137 gals/day @ 9.9 519 L/day @ 9.9 <br /> water y Assume mg/L-N mg/L-N, <br /> 50,000 gallons 5,138 mg-N/day <br /> per year or <br /> 137 gals/day <br /> _ Septic System 26,280 gal/yr Average septic influent 72 gallons/day 273 IJday @ 36,0 <br /> or 72 gals/day nitrate level+ground water @36.0 mg/L-N mg/L-N <br /> (denitrification nitrate level=total septic (after denitrification <br /> factor of 20%) level. 45mg(L-N+0.047 200%reduction) 9,828 mg-N/day <br /> mg/L,-N* (1-0.20)=36.0 <br /> mg/L-N <br /> Deep 7.86 in/yr on 0.17 mg/L-N 44.275 cf rain/day 1,253,871 L/dav <br /> percolation of 20 acres. @ 0.17 mg/L-N <br /> rain 570,636 <br /> cf/year 213,158 mg-N/day <br /> (Total weight mg-N/Total volume water L=Average Concentration mg/L-N) 0.18 mg/L-N <br /> 228,124 m -N/ 1,254,663 L= 1 11 <br /> NoteThe agricultural system existing on the site is considered in balance and does not leach nitrogen. <br /> ?�E FJO <br /> i <br /> E <br /> ,SSOL <br />
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