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SU0002892 SSNL
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SU0002892 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:31 AM
Creation date
9/9/2019 10:13:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002892
PE
2633
FACILITY_NAME
SA-97-35
STREET_NUMBER
22713
Direction
S
STREET_NAME
SEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
ENTERED_DATE
11/6/2001 12:00:00 AM
SITE_LOCATION
22713 S SEVENTH ST
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\S\SEVENTH\22713\SA-97-35\SU0002892\NL STDY.PDF
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EHD - Public
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Denitrification is the only mechanism in the soil which can significantly reduce nitrate <br /> concentrations in percolating effluent. It is the biological and chemical reduction of nitrate to <br /> volatile gases, such as nitrous oxide and nitrogen gas. Favorable soil conditions for denitrification <br /> are: 1.) High organic matter content of the underlying soils, 2.) High soil moisture content <br /> (anaerobic conditions) and 3.) Alkaline soil pH. <br /> As noted on the Soil Analysis Report, the surface and subsurface soils suggest a low concentration <br /> of organic matter. However, since the soil moisture content becomes saturated at 7.5 feet below <br /> grade, anaerobic conditions are most likely prevalent. Additionally, the soil pH is alkaline at 7.8 <br /> which promotes a favorable environment for denitrification. <br /> As referenced earlier, soil samples retrieved from the surface to four feet were analyzed for clay <br /> content, measured by the hydrometer method(ASTM D-422). These samples were found to possess <br /> a clay content average of 41%. High clay content soil can translate to lower oxygen content <br /> (anaerobic conditions) of the subsurface soils. <br /> The cation exchange capacity (CEC) measures the potential for clay particles to adsorb NH4 ions, <br /> thus preventing nitrification. However, not all types of clays have this capability. The analyzed <br /> CEC can be considered moderately high which is representative of the indigenous clay fraction. <br /> The data obtained from the Soil Analysis Report indicates there are relatively favorable conditions <br /> for the denitrification process, a conservative estimate being a 20% reduction in NO3-N formation. <br /> The clogging mat which may form under the leachlines should theoretically remove another 20% <br /> of NO3-N. Although it is impossible to predict an exact concentration of NO3-N loading, a safe <br /> assumption is 40% reduction of the total N loading will be as nitrate-nitrogen. Therefore, total <br /> NO3-N loading from the proposed project is calculated to be 28.3 lbs. x 40% reduction = <br /> 17 lbs. of NO3-N/yr. <br /> VII. CONCLUSIONS <br /> The project acreage consists of approximately 2.7 acres. This calculates to a yearly "per acre" <br /> contribution of nitrate-nitrogen from the Church of approximately 6.3 lbs. of NO3-N/ac/yr. It is our <br /> opinion the existing nitrogen content of the soil environment should not be considered since the <br /> organic matter(ENR-estimated nitrogen release) and soil nitrogen is currently low and will not be <br /> a significant factor if the project is developed. <br /> 7 <br /> Vaffey Ag?osearck <br />
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