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SU0003930 SSNL
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SU0003930 SSNL
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Entry Properties
Last modified
12/5/2019 4:58:47 PM
Creation date
12/5/2019 4:42:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003930
PE
2622
FACILITY_NAME
PA-0200345
STREET_NUMBER
9534
Direction
E
STREET_NAME
WEST RIPON
STREET_TYPE
RD
City
MANTECA
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
9534 E WEST RIPON RD
RECEIVED_DATE
8/13/2002 12:00:00 AM
QC Status
Approved
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SJGOV\gmartinez
Tags
EHD - Public
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Nitrate Mass Balance Calculation <br /> (4-bdrm Res + 3-bdrm SDU, 45.09 acres) <br /> Data Input: <br /> Occupancy: 9 people Waste Loading(W): 0.19 in/yr <br /> Gallons Per Person Per Day: 70 gpd/person Site Area(A): 45.09 Acre <br /> Effluent Quantity(Q): 630 Gals Concentration Rain(Nb): 0.17 mpE-N <br /> Effluent Stream(Nw): 45.00 mg/L-N Denitrification(d)( 10% <br /> Deep Perc.of Rain(R): 16-21'1 inches <br /> Result: <br /> Mass Balance(Nc): 1.35 mg(L-N <br /> MCL Drinking Water Nitrate as N: 10.00 mg/L-N <br /> Percent of MCL Nitrate as N 14% <br /> Equations: <br /> 9 people x 70 gals/day/person =630 gals/day Find Effluent Quantity(Q) <br /> (VII) in = (Q) gal x 1 ft3 x 365 day x 1 acre x 12 in x 1 Find <br /> yr day 7.48 gal 1 year 43,560 ff 1 It (A) <br /> 0.19 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 145.09 acres) <br /> N,= WN-(1-d)+RN Hantzsche-Fennemore Equation(Nc) <br /> W+R <br /> 1.35 mg/L-N=((0.19 in/yr x 45 mg/L-N x(1-0.1))+(6.21 in/yr x 0.17mg2-N))/(0.19 in/yr+6.21 in/yr) <br /> Variables: <br /> Nc=Average nitrate-N concentration(mg/1)of combined effluent and rainfall percolate(1.35 mg/L-N). <br /> W=Uniform waste water loading for study area(in/yr)(0.19 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(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 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 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(Plate 8). <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 /> of Rt 4 <br /> NEIL O.ANDERSON&ASSOC.,INC. <br /> Q0a04MICAL 9EtN2B-BOINaffiNGLASOMTOrm 1 <br /> M <br /> NwM Ln LO ,CA 052M O ` <br /> (7D)]87-901 1 <br /> Sf Oc,� <br /> PLATE 10 <br />
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