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SU0006059 SSNL
Environmental Health - Public
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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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Fwhere: <br /> anoglous Formula <br /> F <br /> -nitrogen loading in lbs/ac-day <br /> LW = wastewater loading in gals/ac-day=2,475 gals/day=20 ac= 123.8 gals/ac-day <br /> CN = nitrogen concentration: average determined to be 87 mg N/L <br /> F= conversion factor: 8.34 lbs/[10'gal-(mg/L)] <br /> LN= 123.8 gals/ac-day x 87 mg N/L x (8.34)(10"6) =0.09 lbs N/ac•day x 365 days/yr= <br /> 32.8 lbs N/ac/yr. The disposal area will be approximately 0.83 acres, say 1.0 acres. <br /> Therefore,the Crites/Tchobanoglous Formula nitrate-nitrogen loading is approximately 32.8 <br /> lbs N/ac/yr x 1.0 acre =33 lbs N/yr. <br /> Comparing the Hantzsche/Finnemore Equation with the Crites/Tchobanoglous Formula by using <br /> the results from the Hantzsche/Finnemore Equation of 7.4 ppm N0;N(32.9 ppm NO3): <br /> 7.4 ppm nitrate-nitrogen x 2.72 (conversion factor)=20.1 lbs N in an acre-foot of water. 903,375 <br /> gallons wastewater/yr- 325,851 gals/ac-ft water=2.77 ac-ft of wastewater disposed/yr x 20.1 lbs <br /> N/ac-ft= 56 lbs N/yr according to the Hantzsche/Finnemore Equation. Therefore, the Crites/ <br /> Tchobanoglous Formula predicts approximately 1.7 times less nitrate-nitrogen loading (in terms of <br /> lbs N/yr) than predicted by the Hantzsche/Finnemore Equation(33 lbs N/yr vs. 56 lbs N/yr). <br /> Kaplan ParallelepiRed Method <br /> Assumptions: 1.) The entire concentration of Total Nitrogen(87 ppm) is completely nitrified and <br /> percolates to the water table, 2.) Water table depth of five feet(mixing layer) is used based on <br /> encountered geology in our deep boring, in which there was a significant clay stratum five feet <br /> below the water table, 3.) Porosity is 33%, 4.) The entire length(N-S) of the disposal area is used, <br /> 5.)No nitrogen input from on-site landscape fertilization, 6.) Water table Darcy velocity is <br /> unknown,but assumed to be 1.0 ft/day due to clayey gravel characteristics, 7.) Groundwater flow <br /> direction is due north. <br /> Volume of dilution: <br /> 350 ft length x 5 ft depth mixing layer x 1 foot/day x 365 days/yr x 1 m3/35.3 ft3 = 18,095 m /yr <br /> 18,095,000 <br /> = <br /> 18,095,000 kg water/yr x 33%porosity= 5,971,300 kg water/yr. <br /> Amount of Nitrate: <br /> Taking the average of the lbs N/yr as determined from the Hantzsche/Finnemore Equation= <br /> 56 lbs N/yr x 0.4536 (conversion factor) =25.4 kg N/yr <br /> Increase in Mixing Layer Concentration: <br /> 25.4 kg N- 5.971 million kg water=4.3 ppm NO3 N(19.0 ppm NO3). <br /> The increase in mixing layer nitrate concentration as predicted by the Kaplan Method is also 1.7 times <br /> less than the Hantzsche/Finnemore Equation determination(4.3 ppm NO3-N vs. 7.4 ppm NO3 N). <br /> Page-18- <br /> Chesney Consulting <br />
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