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SU0004548 SSNL
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SU0004548 SSNL
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Last modified
5/7/2020 11:30:52 AM
Creation date
9/6/2019 10:45:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004548
PE
2689
FACILITY_NAME
PA-0300317
STREET_NUMBER
37100
Direction
S
STREET_NAME
KOSTER
STREET_TYPE
RD
City
TRACY
APN
26509008,08,10
ENTERED_DATE
7/13/2004 12:00:00 AM
SITE_LOCATION
37100 S KOSTER RD
RECEIVED_DATE
7/10/2003 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\K\KOSTER\37100\PA-0300317\SU0004548\NL STDY.PDF
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EHD - Public
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D. CALCULATED IMPACT FROM NITRATE-NITROGEN LOADING <br /> The calculated (or estimated) nitrate impact to the soil and ultimately to the groundwater is extremely <br /> difficult to determine due to the number of variables involved. A significant variable found in the <br /> Hantzsche/Finnemore equation below is the average number of people that occupy households in San <br /> Joaquin County. Found in Appendix 6, is the U.S. Census Bureau data illustrating that the "average <br /> household size" for San Joaquin County consists of 3.00 people, which is used in the equation. <br /> The following calculations are based on using a semi-conventional type of septic system consisting of <br /> two septic tanks in series, a leachfield using Infiltrator® Chambers and seepage pits at the ends of the <br /> chambers. <br /> HANTZSCHE/FINNEMORE EQUATION TO QUANTIFY THE NITRATE-NITROGEN <br /> IMPACT POTENTIAL FROM ON-SITE SEPTIC SYSTEMS <br /> INw(1 -d)+R Nb <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 <br /> inches per yr. <br /> Nw= Total nitrogen concentration of wastewater in N mg/L (66 mg N/L/day) <br /> d = Fraction (%) of nitrate-nitrogen loss due to denitrification in the soil <br /> R = Average recharge rate of rainfall - 8 inches per yr <br /> Nb= Background nitrate-nitrogen concentration of rainfall recharge, exclusive of wastewater <br /> influences (ppm NO3-N) <br /> Values and Assumptions <br /> 68 galE/?erson/day x 3 people per household x 6 new houses- 18.96 Total Ac x 365 d/ —0.868 in/yr. <br /> 1= 43,560 cu ft/Ac ft x 7.48 gal/cu fl x (1 ft/12 in) <br /> Nw=66 mg/L - 20%reduction from two septic tanks in series for each new home= 53 mg/L N <br /> d 10% from biomat formation and 10% from saturated clay soil conditions under chambers. <br /> Nb= Assumed to be 0.1 ppm NO3-N <br /> 0.868 in/3(53 mg N/L) (1 - 0.20) + (8 in/)E x 0.1 mg/L) <br /> Nr = (0.868 in/yr+ 8 in/yr) <br /> Nr = 4.2 ppm as NO3-N or 18.7 ppm as NO3 <br /> LL <br /> 9 <br /> Chesney Consulting <br />
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