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COMPLIANCE INFO_NL STDY
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4200 – Liquid Waste Program
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PR0522468
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COMPLIANCE INFO_NL STDY
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Last modified
12/3/2020 5:09:01 PM
Creation date
8/5/2020 10:11:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
NL STDY
RECORD_ID
PR0522468
PE
4232
FACILITY_ID
FA0010390
FACILITY_NAME
VALLEY MATERIAL TRANSPORTATION INC
STREET_NUMBER
161
Direction
E
STREET_NAME
TRANSPORTATION
STREET_TYPE
CT
City
FRENCH CAMP
Zip
95231
APN
19327018
CURRENT_STATUS
01
SITE_LOCATION
161 E TRANSPORTATION CT
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\4200 - Liquid Waste\T\TRANSPORTATION\161\PR0522468\NL STDY.PDF
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EHD - Public
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' 0 0 <br /> Nitrate Mass Balance Calculation: <br /> Treatment System Providing 5O% Removal of Total Nitrogen (Nw = 13 mg/L-N) <br /> 'Data Input: <br /> Concentration Rain (Nb): 1.00 mg/L-N <br /> Effluent Quantity(Q): 7,083 gaWday Denitrification (d): 5.0% <br /> Effluent Stream (N j: 13.0 mg/L-N Deep Perc.of Rain (R): 5.01 irVyr <br /> Site Area (A): 14.0 Acres Waste Loading (W): 6.80 in/yr <br /> Result: <br /> Mass Balance(N j: 7.5 mg/L-N <br /> MCL Drinking Water Nitrate as N: 10.0 mg/L-N <br /> Percent of MCL Nitrate as N 75% <br /> 'Equations: <br /> (W) 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 ft2 1 ft (A) <br /> ,6.8 inlyr(site)=7,083 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 ft)x(1 site/14 acres) <br /> N,= WN-(1-d)+RN„ Hantzsche-Fennemore Equation(Nc) <br /> W+R <br /> 17.54 mg/L-N=((6.8 inlyr x 13 mg/L-N x(1-0.05))+(5.01 in/yr x 1 mg/L-N))/(6.8 inlyr+5.01 inlyr) <br /> Variables: <br /> 'Nc=Average nitrate-N concentration (mgA)of combined effluent and rainfall percolate(7.54 mg/L-N). <br /> W=Uniform waste water loading for study area(in/yr)(6.8 inches/year). <br /> Nw=Total nitrate-N concentration of waste water percolate(13 mg/L-N). <br /> ,d=Fraction of nitrate-N loss due to denitrification in the soil (5%). <br /> R= Uniform deep percolation of rainfall (5.01 in/yr). <br /> Nb= Background nitrate-N concentration of rainfall (1 mg/L-N). <br /> Assumptions: <br /> 1. Total nitrogen concentration of waste stream based on estimate of 13 mg/L-N. <br /> 2. Fraction of nitrate-N loss due to denitrification in the soil is assumed to be 5%. <br /> 13. Estimated deep percolation of rainfall is 5.01 in/yr,see deep percolation of rain worksheet. <br /> 4. Assume background nitrate-N concentration of rainfall is 1 mg/L-N. <br /> 1 <br /> P pERSO� <br /> NEIL O.ANDERSON&ASSOC.,INC. <br /> s <br /> �0RtlIHCAL 9E0.%CE8-EHGIXFERN4l.LB0R0T0PoEe Z W <br /> %Xausbn Ln.LaG1CA B32tl O A <br /> I3bI M].A% ♦ �� <br /> ' Plate 5 <br />
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