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SR0083913_SSNL
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SR0083913_SSNL
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Last modified
7/21/2021 3:07:20 PM
Creation date
7/21/2021 2:44:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0083913
PE
2602
FACILITY_NAME
21718 N CORD RD
STREET_NUMBER
21718
Direction
N
STREET_NAME
CORD
STREET_TYPE
RD
City
CLEMENTS
Zip
95227
APN
023200050
ENTERED_DATE
6/29/2021 12:00:00 AM
SITE_LOCATION
21718 N CORD RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Nitrate Loading Calculations <br />21718 N. Cord Road <br />Clements, CA. 95227 <br />5120/2021 <br />Concentration Rain (Nb): <br />1 <br />2 <br />Variable <br />Value <br />Units <br />Description <br />Effluent Quanity (Q): <br />250 <br />gpd <br />effluent flow rate <br />Effluent Stream (N j: <br />45 <br />mg/L-N <br />effluent stream concentration <br />Site Area (A): <br />3.98 <br />Acres <br />Site area <br />Concentration Rain (Nb): <br />1 <br />mg/L-N <br />Concentration of rain <br />Denitrification(d): <br />0.150 <br />constant <br />Denitrification Factor <br />Deep Perc. Of Rain( R) <br />3.63 <br />In./yr. <br />Deep percolation of rain water <br />Table 1- Nitrate Loading Data <br />Waste Loading (W): 1 0.84 1 In./yr. I Uniform Waste Water Loading <br />(W) in/yr = (Q) gal/day X 1 ft /7.48 gal X 365 day/lyear X 1 acre/43,560 W X 12 in/1 ft X 1/(A) acre <br />Nitrate Loading Calculations <br />Nitrate loading Calculation (Nc): 8.03 mg/L-N Average Nitrate Conentration <br />Nc= WN,., (1-d)+RN,, Hantzche-Finnemore Equation <br />W+r <br />Dec <br />Jan <br />Feb <br />Mar <br />Apr <br />May <br />Jun <br />Jul <br />Aug <br />Sep <br />Oct <br />Nov <br />Sum <br />Water Balance -Recharge Analysis - Lodi, California (ETO Climate zone 12) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />Avg. Precipitaton (In/Month) <br />Avg. Run- <br />off Volume <br />(fraction) <br />Available Potential Net Rainfall <br />Precip. ETO Actual ET recharge <br />(In -Month) (In/Month) (In/Month) (In -Month) <br />4.61 <br />0.00 <br />1.55 <br />1.19 <br />1 0.71 <br />0.84 <br />1.20 <br />0.00 <br />4.28 <br />1.53 <br />0.92 <br />3.36 <br />0.00 <br />0.00 <br />1.86 <br />2.36 <br />1.42 <br />0.44 <br />2.30 <br />0.00 <br />1.22 <br />3.86 <br />2.32 <br />0.00 <br />1.41 <br />0.00 <br />0.03 <br />5.81 <br />3.49 <br />0.00 <br />0.12 <br />0.00 <br />0.55 <br />6.92 <br />4.15 <br />0.00 <br />0.00 <br />0.00 <br />0.05 <br />8 1 <br />4.80 <br />0.00 <br />0.00 <br />0.00 <br />0 <br />8.26 <br />4.96 <br />0.00 <br />0.00 <br />0.00 <br />0.01 <br />6.81 <br />4.09 <br />0.00 <br />0.00 <br />0.00 <br />0 <br />4.74 <br />2.84 <br />0.00 <br />0.00 <br />0.00 <br />0 <br />3.68 <br />2.21 <br />0.00 <br />0.16 <br />1 0.00 <br />0.24 <br />2.09 <br />1.25 <br />-1.01 <br />9.80 <br />1 <br />1 9.79 <br />55.25 <br />33.15 <br />3.63 <br />fable 2- Deep Percolation of Rain <br />Deep Perc. Of Rain( R)l 3.63 In./yr. I Deep percolation of rain water <br />
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