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SU0000054 SSNL
Environmental Health - Public
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SU0000054 SSNL
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Entry Properties
Last modified
11/25/2019 10:49:01 AM
Creation date
9/5/2019 10:42:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000054
PE
2622
FACILITY_NAME
MS-00-33
STREET_NUMBER
11193
Direction
N
STREET_NAME
GOLFVIEW
STREET_TYPE
RD
ENTERED_DATE
8/8/2001 12:00:00 AM
SITE_LOCATION
11193 N GOLFVIEW RD
RECEIVED_DATE
9/18/2000 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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FilePath
\MIGRATIONS\G\GOLFVIEW\11093\MS-00-33\SU0000054\NL STDY.PDF
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EHD - Public
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' Neste Mass Balance Calculation, Parcel <br /> (8-People, add Second Dwelling Unit) <br /> 6 <br /> Data Input: �I <br /> Occupancy: 8 people Waste Loading(W): 1.00 in/yr <br /> Gallons Per Person Per Day: 50 gpd/person Site Area(A):,5.40 Acre <br /> Effluent Quantity(Q): 400 Gals Concentration Rain(Nb): 0.17 mg/L-N <br /> Effluent Stream(Nw): 45.00 riig/L-N Denitrification(d): 25% <br /> Deep Perc.of Rain(R): 7.86 inches <br /> Result: <br /> Mass Balance(Nc): 3.95 mg/L-N i <br /> MCL Drinking Water Nitrate as N: 10.00 mg/L-N li <br /> Percent of MCL Nitrate as N 39% <br /> Equations: I! <br /> 8 people x 50 gals/day/person.=400 gals/day Find Effluent Quantity l01 <br /> (W) 'in (Q) gal x 1 fe x 365 da x 1 acre x 12 in x 1 Find <br /> yr day 7.48 gal 1 year 43,560 fe 1 ft (A) <br /> I in/yr(site)=400 gal/day x(i cu-8/7 48 gals)x(365 days✓1 year)x(f acre/43,560sq-ff)x(12 in/1 ft)x(1 site/5.4 acres) <br /> N - WN 1-d+RN Hantzsche-Fennemom Equation(Nc) <br /> W+R 1 <br /> 3.95 mg/L-N=((i in/yr x 45 mg/L-N x{1-0.25))+(7.86 in/yr x 0.17mg/L-N))/(1 in/yr+7.86.in/yr) <br /> Variables: <br /> Nc=Average nitrate-N concentration(mgA)of combined effluent and rainfall percolate(3.95 mg/L-N). <br /> W=Uniform waste water loading for study area(inlyr)(1 incheslyear). <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(25%). <br /> R=Uniform deep percolation of rainfall(7.86 in/yr). <br /> Nb=Background nitrate-N concentration of rainfall(0.17 mg/L-N). N.I <br /> . <br /> Assumptions: q <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 25%. <br /> Assumption based on work from Hantzsche and Finnemore, 1992. <br /> 3.. Estimated deep percolation of rainfall is 7.86'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 /> ' IP <br /> n <br /> e <br /> .I <br /> NEIL O.ANDERSON&Assoc.,INC. + <br /> I - aEo¢wKc.4 ss„nces-sow�s+.w ueona,owcs Y � <br /> I <br /> PLATE 4 <br />
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