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SU0001451 SSNL
Environmental Health - Public
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SU0001451 SSNL
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Entry Properties
Last modified
5/7/2020 11:28:45 AM
Creation date
9/9/2019 8:59:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0001451
PE
2690
FACILITY_NAME
LA-97-40
STREET_NUMBER
2740
Direction
N
STREET_NAME
RAINIER
STREET_TYPE
AVE
City
STOCKTON
ENTERED_DATE
10/19/2001 12:00:00 AM
SITE_LOCATION
2740 N RAINIER AVE
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\R\RAINIER\2740\LA-97-40\SU0001451\NL STDY.PDF
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EHD - Public
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Nitrate Mass Balance Calculation <br /> (5-Persons) <br /> Data Input: 4.31 <br /> Persons: 5 Waste Loading(W): <br /> Site Area(A): 0.78 <br /> Gallons Per Person Per Day: 50.00 0.17 <br /> Effluent Quantity(Q): 250.00 Concentration Rain(Nb): <br /> Effluent Stream(Nw): <br /> 45.00 Denitrification(d): 0.35 <br /> Deep Perc.of Rain(R): 6.84 <br /> Result: <br /> Mass Balance(Nc): 11.41 <br /> MCL Drinking Water Nitrate as N: 10.00 <br /> Percent of MCL Nitrate as N 1.14 <br /> Equations: Find Effluent Quantity(Q) <br /> 5 people x 50 gals/day/person =250 gals/day <br /> w (W) in = (Q) gal x 1 ft3 x 365 day x 1 acre x 12 in x 1 Find W <br /> yr day 7.48 gal 1 year 43,560 ft` 1 ft (A) <br /> 4.31 in/yr(site)=250 gal/day x(1 cu-ft/7 48 gals)x(365 days/1 year)x(1 acre/43,560 sq-ft)x(12 in/1 R)x(1 site/0.78 acres) <br /> Hantzsche-Fennemore Equation(Nc) <br /> N,= WN.,(1-d)+RN„ <br /> W+R <br /> 11.41 mg/L-N=((4.31 in/yr x 45 mg/L-N x(1-0.35))+(6.84 in/yr x 0.17mg/L-N))/(4.31 in/yr+6.84 in/yr) <br /> Variables: <br /> _ Nc=Average nitrate-N concentration(mg/I)of combined effluent and rainfall percolate(11.41 mg/L-N). <br /> W=Uniform waste water loading for study area(in/yr)(4.31 inches/year). <br /> Nw=Total nitrate-N concentration of waste water percolate(45 mg/L-N). <br /> d=Fraction of nitrate-N loss due to denitrification in the soil(35%). <br /> R=Uniform deep percolation of rainfall(6.84 in/yr). <br /> Nb=Background nitrate-N concentration of rainfall(0.17 mg/L-N). <br /> Assumptions: <br /> 1. Nitrate-N concentration of waste stream based on estimate of 45 mg/L-N. <br /> Assumption based on work from Hantzsche and Finnemore,1992. <br /> 2. Fraction of nitrate-N loss due to denitrification in the soil is assumed to be 35%. <br /> Assumption based on work from Hantzsche and Finnemore, 1992. <br /> 3. Estimated deep percolation of rainfall is 6.84 in/yr,see deep percolation of rain worksheet. <br /> 4. Assume background nitrate-N concentration of rainfall is 0.17 mg/L-N based on range by <br /> Hantzsche and Fennemore, 1992. <br /> jpElls <br /> NEIL O.ANDERSON&ASSOC.,INC. <br /> Q O201NCK gFRM�8BIGINE6ING LIlOMT4MCE 1 A <br /> 11lbuatMLn.Lod,CI,�IQM O <br /> PLATE 5 <br />
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