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2600 - Land Use Program
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SR0082520_SSNL
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Entry Properties
Last modified
3/10/2021 3:57:11 PM
Creation date
11/6/2020 3:47:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082520
PE
2602
STREET_NUMBER
5388
Direction
E
STREET_NAME
FIG
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
22605002
ENTERED_DATE
8/27/2020 12:00:00 AM
SITE_LOCATION
5388 E FIG AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Wastewater Characteristics <br /> Blackwater will originate from toilets and graywater from showers, laundry, dishwashing, hand <br /> washing, etc. Additional wastewater constituents may consist of other liquids to the system. <br /> The per capita intake of nitrogen per day provides a basis for calculating the nitrogen balance of <br /> inflows and outflows. The average total concentration of nitrogen in domestic wastewater can <br /> range between 20 mg N/L to 85 mg N/L. Wastewater Engineering(Metcalf&Eddy) states an <br /> average domestic nitrogen range is between 35 mg N/L to 45 mg N/L. Therefore,45 mg N/L will <br /> be used in the nitrate loading calculations below. <br /> CALCULATED NITRATE-NITROGEN LOADING <br /> NLS§3.3,3.4,3.5,3.6. 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 loam soil fractions, and within confined and/or unconfined aquifers. <br /> The Hantzsche/Finnemore Formula is used below to predict the average resultant concentration of <br /> nitrate-nitrogen in effluent recharge water. As calculated below,the property has been assessed on a <br /> total areal loading basis correlated with the total projected yearly wastewater flow volumes calculated. <br /> above. These two factors primarily estimate the average resultant concentration of nitrate-nitrogen in <br /> the recharge water and is exceeded if the concentration is more than 10 ppm nitrate-nitrogen(45 ppm <br /> as nitrate). <br /> Calculated Nitrate-Nitrogen Loading: <br /> [NW(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 in raw wastewater in mg N/L <br /> d = Fraction(%)of nitrate loss due to denitrification in the soil profile. <br /> R = Average recharge rate of rainfall-inches per yr <br /> Nb = Background nitrate-nitrogen concentration of rainfall recharge,exclusive of wastewater influences <br /> (ppm NO3-N). <br /> Values and Assumptions: <br /> I =550 gals ADF x 365 d/yr=200,750 gals=total WW/yr=26.838 cu ft = 1.29 in/yr <br /> 5.72 Ac x 43,560 sq ft/Ac x (1 ft/12 in) <br /> Page-5- <br /> Chesney Consultin; <br />
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