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SU0002258_SSNL
EnvironmentalHealth
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2600 - Land Use Program
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UP-97-04
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SU0002258_SSNL
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Last modified
11/20/2024 9:21:58 AM
Creation date
9/4/2019 6:26:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002258
PE
2626
FACILITY_NAME
UP-97-04
STREET_NUMBER
6061
Direction
E
STREET_NAME
STATE ROUTE 88
City
STOCKTON
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
6061 E HWY 88
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\E\HWY 88\6061\UP-97-04\SU0002258\NL STDY.PDF
Tags
EHD - Public
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r reduction of nitrate to volatile gases, such as nitrous oxide and nitrogen gas. Favorable soil <br /> conditions for denitrification are: 1.)High organic matter content of the underlying soils, 2.)High <br /> soil moisture content(anaerobic conditions) and 3.)Alkaline soil pH. As noted on the Soil Analysis <br /> ~' Re o the surface and subsurface soils suggest a low concentration of organic matter and a slightly <br /> p � <br /> alkaline pH. <br /> The per capita ingestion and excretion of nitrogen can be considered reasonably constant with minor <br /> variations. Although there are several estimates of nitrogen inflows based upon per capita intake <br /> LI of total nitrogen per day, a conservative estimate is 17 grams N/capitalday. Concerning effluent <br /> outflows, most literature evaluates nitrogen discharged from septic systems in concentration units <br /> of mg NIL (milligrams of nitrogen per liter of effluent). There are several estimates of nitrogen <br /> effluent concentrations, however, the conservative average is generally regarded as 62 mg NIL. <br /> If a projected maximum wastewater flow of 1,400 gallons is used, the following calculations <br /> illustrate the potential nitrate loading per year: 1,400 gallons/day = 5,300 L/day X 62 mg NIL= <br /> 0.329 kg N/day X 365 days/year= 120 kg N/yr or 263.9 lbs. N/yr. <br /> The data obtained from the Soil Analysis Report suggests there are only slightly favorable <br /> �- conditions for the denitrification process, a conservative estimate being a 20% reduction in NO3-N <br /> i <br /> formation. The clogging mat which will form under the Ieachlines and at the bottoms and sides o <br /> _ the seepage pits should theoretically remove another 20% of NO3-N. Although it is impossible to <br /> predict an exact concentration of NO3-N loading, a safe assumption is 40% reduction of the total <br /> N loading ill be as nitrto-nitro en. Therefore,total NO3-N loading from the proposed project <br /> is calculated to be 263.9 lbs. - 40% reduction = 158.3 lbs. of NO3-N/yr. <br /> The project acreage consists of approximately 3.9 acres. This calculates to a yearly "per acre" <br /> M contribution of nitrate-nitrogen from the Kingdom Hall of approximately 40.6 lbs. of NO3-Nlac/yr. <br /> The existing nitrogen content of the soil environment should not be considered since the organic <br /> matter(ENR-estimated nitrogen release) and soil nitrogen is low and will not be a significant factor <br /> when the project is developed. This low impact also applies to fertilization programs of on-site <br /> �- landscaping. <br /> �.. The projected nitrate-nitrogen contribution of 40.6 lbs. NO3-N/ac/yr can be considered significant <br /> Lpotential impact. The following calculation quantifies the anticipated impact from nitrogen reported <br /> as nitrate exclusively: 40.6 lbs, x 4.4 (conversion factor) = 178.6 lbs. NO3/ac/yr. <br /> 7 <br /> Na(&y Ag Pgsearck <br /> i , <br />
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