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SU0002249 SSNL
Environmental Health - Public
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JACOB BRACK
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2600 - Land Use Program
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UP-98-08
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SU0002249 SSNL
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Last modified
5/7/2020 11:29:08 AM
Creation date
9/6/2019 10:28:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002249
PE
2626
FACILITY_NAME
UP-98-08
STREET_NUMBER
18667
STREET_NAME
JACOB BRACK
STREET_TYPE
RD
City
LODI
APN
01115012
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
18667 JACOB BRACK RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\J\JACOB BRACK\18667\UP-98-08\SU0002249\SS STDY.PDF \MIGRATIONS\J\JACOB BRACK\18667\UP-98-08\SU0002249\NL STDY.PDF
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EHD - Public
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Mr. John Parks <br /> Page 3 t ; <br /> based on a simple mass balance formula which takes into account site denitrification, rain fall, and <br /> the proposed waste effluent. Assumptions and calculations for the analysis are contained on the <br /> attached Nitrate Loading Calculations sheet. <br /> t... <br /> Denitrification is the biological process in the soil whereby certain bacteria utilize the oxygen <br /> in the nitrate(NO3) and release nitrogen to the atmosphere. Denitrification is expressed as <br /> gen g as(N ) <br /> a percentage,and the normally accepted range is 10%to 25%. Sites with higher clay content,moist <br /> conditions,and organic material denitrify about 25%or more <br /> but sites with higher sand content and fast peculation rates are estimated to denitrify about 10%or <br /> less. <br /> In our approach to estimate the nitrate concentration, we calculated two scenarios, one <br /> conservative and one non conservative. Please see the following table for a summary of variables <br /> and the result of analysis. <br /> Summary of Variables for Mass Balance Equation <br /> Approach Result of Denitrif- Deep Rain Waste Quantity of Rain Acres <br /> Analysis cation Percolation level2 discharge Concentration <br /> fl <br /> (35 people) <br /> Conservative l.l6 mg/1 10% 5.86 in/yr 60 mg1l N 1225 0.17 mg,/1 N or 150 <br /> as N or or gal/day <i mg/1 as NO, <br /> 5.31 mg/l 265 mgll <br /> as NO, as NO, <br /> t <br /> Non 0.68 nig/l 25% 6.31 in/yr 40 mg/l N 1225 0.17 mgll N or 150 <br /> conservative as N or or gal/day <I mg/1 as NO, <br /> 3.01 mgll 177 mg/l <br /> as NO, as NO, <br /> The results of the analysis indicates that.viewing the 150-acre site as a system for a period <br /> of a year, the combined rain water and septic effluent after denitrification could range between 0.68 <br /> mgll as N to 1.16 mgll as N. This level is between 8.6 to 14 times lower then the maximum <br /> contaminate drinking water standard of 10 mg/1 as N. <br /> III CONCLUSIONS AND RECOMMENDATIONS <br /> Based on the results of the Nitrate Loading calculation, the analysis indicates the nitrate-N <br /> concentration of combined effluent and rainfall percolate concentration is estimated to be between <br /> 0.68 mg/l as N to 1.16 mg/l as N for the 150-acre site. With moist subsurface conditions, slow <br /> percolation rates, and high organic material commonly found in the delta, the denitrification factor <br /> may actually be higher than the commonly estimated 25%therefore reducing the concentration even <br /> further. <br />
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