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SU0006059 SSNL
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SU0006059 SSNL
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Last modified
5/7/2020 11:32:04 AM
Creation date
9/9/2019 10:54:46 AM
Metadata
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Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006059
PE
2627
FACILITY_NAME
PA-0600207
STREET_NUMBER
12100
Direction
W
STREET_NAME
VALPICO
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
24014024
ENTERED_DATE
5/23/2006 12:00:00 AM
SITE_LOCATION
12100 W VALPICO RD
RECEIVED_DATE
5/23/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\V\VALPICO\12100\PA-0600207\SU0006059\NL STDY.PDF
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EHD - Public
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r <br /> ULATED NITRATE-NITROGEN LOADING <br /> he calculated or estimated nitrate-nitrogen impact to the soil and ultimately to the <br /> is difficult to determine due to the number of variables involved. These variablesVariability in wastewater flows, nitrogen concentrations and dilution effects from sinks, <br /> and dishwashing, 2.) Impact from upgradient nitrate sources,particularly the agricultural farmland, <br /> 3.) Changes in groundwater directional flow and elevation, 4.) Denitrification potential of the <br /> underlying soil, and 5.)Rainfall recharge. <br /> NL 3. �,V3�. The following calculations predict the nitrate-nitrogen loading from the <br /> Mult ose Building using the following criteria: 1.) The Average Daily Flow based on the <br /> parameters described on Page 9 and 10, 2.)Using a Total Nitrogen concentration of 87 mg/L derived <br /> on Page 16 of the Primary Report, and 3.) Taking the entire project area of 20 acres into consideration: <br /> The Total Nitrogen of 87 mg/L was derived from aforementioned sampling of three Churches on septic <br /> tank systems within San Joaquin County. <br /> HANTZSCHEIFINNEMORE EQUATION <br /> Rjw(1 -d) +RNb <br /> �Nr (I+R) <br /> Where: <br /> Nr= Resultant average concentration of nitrate-nitrogen in recharge water-(ppm NO,-N) <br /> I = Volume rate of wastewater entering the soil averaged over the gross developed area in inches per yr <br /> Nw= Total nitrogen concentration of wastewater in mg N/L <br /> d = Fraction (%) of nitrate-nitrogen loss due to denitrification in the soil <br /> R = Average recharge rate of rainfall -inches per yr (NLS§3.2) <br /> Nb= Background nitrate-nitrogen concentration of rainfall recharge, exclusive of wastewater influences <br /> (ppm NO3-N) <br /> Values and Assumptions <br /> 1= 1,775 gals/d x 365 days/yr=647,875 gals=total W W/vr=86,614 cu ft = 1.19 in. <br /> 20.00 Ac x 43,560 sq ft/Ac x(1 ft/12 in.) <br /> Nw = 87 mg N/L <br /> d = Assume 25%due to the clay content in the surface soils observed in the soil chemistry results. <br /> R = 9 in/yr. <br /> Nb= Assumed to be 0.1 ppm NO3 N <br /> 1.19 in/yr(87 mg N/L) (1 -0.25)+(9 in/yr x 0.1 mg/L) <br /> LLNrr <br /> (1.19 in/yr+9 in/yr) <br /> 07.7ppms nitrate-nitrogen (NO;N)0 <br /> 4.3 pp as nitrate (NO,) <br /> Page -11- <br /> Chesney Consulting <br />
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