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SR0077931 SSNL
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2600 - Land Use Program
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SR0077931 SSNL
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Entry Properties
Last modified
1/15/2020 4:16:48 PM
Creation date
9/4/2019 11:22:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0077931
PE
2601
STREET_NUMBER
11878
Direction
W
STREET_NAME
CLOVER
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21226016
ENTERED_DATE
7/17/2017 12:00:00 AM
SITE_LOCATION
11878 W CLOVER RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\C\CLOVER\11878\NL STUDY.PDF
Tags
EHD - Public
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CALCULATED NITRATE-NITROGEN LOADING <br /> NLS§3.3,3.4—,3.9,3.6. The calculated nitrate-nitrogen impact to the soil and potentially to the <br /> groundwater is difficult to determine due to the large number of variables involved and variables <br /> unknown at this time. These include: 1.) Impact from upgradient agricultural sources, 2.) <br /> Variability in wastewater flows, nitrogen concentrations and dilution effects from stormwater _- <br /> recharge, 3.) Changes in groundwater directional flow and elevation, 4.) Denitrification potential <br /> within the clay soil environment and within the confined and/or unconfined aquifers. <br /> The Hantzsche/Finnemore Formula is used in this report to predict the average resultant <br /> concentration of nitrate-nitrogen in effluent recharge water. As calculated below,the property has <br /> been assessed on a total areal loading basis correlated with the total projected yearly wastewater <br /> flow volumes calculated above. These two factors primarily estimate the average resultant <br /> concentration of nitrate-nitrogen in the recharge water. This concentration shall not exceed 10 ppm <br /> nitrate-nitrogen(45 ppm as nitrate). If the concentration exceeds this standard,mitigation measures <br /> must be implemented. <br /> Calculated nitrate-nitrogen loading from the entire subject property: <br /> IN(1 -_d) + RNb <br /> Nr= (I + R) <br /> Where: <br /> Nr = Resultant average concentration of nitrate-nitrogen in recharge water-(ppm NO3-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 wastew5ter 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 /> I=700 x 365 d/vr=255.500 aals=total W W/vr=34.158 cu ft = 10.34 in/yr <br /> 0.91 Ac x 43,560 sq ft/Ac x (1 8/12 in) <br /> Nw=62 mg N/L <br /> d = Assume 30%due to very high percentage of fine-grained clay soil. <br /> R = 9 in/yr. <br /> Nb= Assumed to be 0.1 ppm NO3 N <br /> 10.34 in/yr(62 me N/L) (1 -0.30)+(9 in/yr x 0.1 mg/L) <br /> Nr = (10.34 in/yr+9 in/yr) <br /> = 23 3 ppm as n trate-nitrogen (NO3-N) or 104.6 ppm as nitrate(NO3) <br /> Page 5 of 12 <br />
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