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SU0003670 SSNL
Environmental Health - Public
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SU0003670 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:09 AM
Creation date
9/8/2019 12:36:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003670
PE
2690
FACILITY_NAME
LA-01-77
STREET_NUMBER
23131
Direction
S
STREET_NAME
OLIVE
STREET_TYPE
AVE
City
RIPON
APN
24328008
ENTERED_DATE
5/7/2004 12:00:00 AM
SITE_LOCATION
23131 S OLIVE AVE
RECEIVED_DATE
10/9/2001 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\O\OLIVE\23131\LA-01-77\SU0003670\SS_ NL STDY .PDF
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EHD - Public
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Nitrate Mass Balance Calculation <br /> (4-bdrm + 3-bdrm, 2.17 acres) <br /> Data Input: <br /> Occupancy: 9 people Waste Loading(W): 3.90 in/yr <br /> Gallons Per Person Per Day: 70 gpd/person Site Area(A): 2.17 Acre <br /> Effluent Quantity(Q): 630 Gals Concentration Rain(Nb): 0.17 mg/L-N <br /> Effluent Stream(Nw): 35.00 mg/L-N Denitrification(d): 10% <br /> Deep Perc.of Rain(R): 6.21 inches <br /> Result: <br /> Mass Balance(Nc): 12.26 mg/L-N <br /> MCL Drinking Water Nitrate as N: 10.00 mg/L-N <br /> Percent of MCL Nitrate as N 123% <br /> Equations: <br /> 9 people x 70 gals/day/person =630 gals/day Find Effluent Quantity(Q) <br /> (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 /> 3.9 in/yr(site)=630 gal/day x(1 cu-ft/7.48 gals)x(365 days/1 year)x(1 acre 143,560 sq-ft)x(12 in/1 ft)x(1 site 12.17 acres) <br /> N,= WNu,0-d)+RN Hantzsche-Fennemore Equation(Nc) <br /> W+R <br /> 12.26 mg/L-N=((3.9 in/yr x 35 mg/L-N x(1-0.1))+(6.21 in/yr x 0.17mg/L-N))/(3.9 in/yr+6.21 in/yr) <br /> Variables: <br /> Nc=Average nitrate-N concentration(mg/1)of combined effluent and rainfall percolate(12.26 mg/L-N). <br /> W=Uniform waste water loading for study area(in/yr)(3.9 inches/year). <br /> Nw=Total nitrate-N concentration of waste water percolate(35 mg/L-N). <br /> d=Fraction of nitrate-N loss due to denitrification in the soil(10%). <br /> R=Uniform deep percolation of rainfall(6.21 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 35 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 10%. <br /> Assumption based on work from Hantzsche and Finnemore, 1992. <br /> 3. Estimated deep percolation of rainfall is 6.21 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 /> pt Its. <br /> NEIL O.ANDERSON&ASSOC.,INC. <br /> (EOROINCAL 6QiN�5QGINFDtNO LABOMTOWEB Z <br /> 22 Houston Ln.Lod.CA Y9b O <br /> 11aD13/-Y01 r <br /> �SSOG♦ <br /> PLA1 E 10 <br />
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