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COMPLIANCE INFO_NL STDY
Environmental Health - Public
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4200 – Liquid Waste Program
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PR0516930
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COMPLIANCE INFO_NL STDY
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Last modified
12/4/2020 9:22:10 AM
Creation date
8/5/2020 10:01:23 AM
Metadata
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EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
NL STDY
RECORD_ID
PR0516930
PE
4242
FACILITY_ID
FA0012932
FACILITY_NAME
NAVARRA BROS
STREET_NUMBER
23833
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
25014014
CURRENT_STATUS
01
SITE_LOCATION
23833 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\4200 - Liquid Waste\C\CHRISMAN\23833\PR0516930\NL STDY.PDF
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EHD - Public
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i <br /> Interestingly, the soil nitrate-nitrogen content directly under the drain rock is 46 ppm. Multiplying <br /> this concentration by the conversion factor of 4.43 to convert nitrate-nitrogen concentrations to <br /> nitrate, we arrive at a nitrate concentration of 204 ppm,which is comparable the 177 ppm nitrate <br /> concentration measured in the EnviroServer effluent, If the nitrate-nitrogen concentration at 2 feet, <br /> below the drain rock is converted to nitrate, we have 11 ppm x 4.43 =48.7 ppm nitrate theoretically <br /> entering the water table, This theoretical concentration of 48.7 ppm nitrate is slightly above the MCL <br /> of 45 ppm, and may be lower since the effluent must travel through another two-to-three feet of soil <br /> before encountering the water table. <br /> The soil test results reveal a distinctive decrease in nitrate nitrogen concentration from the sampled <br /> depths as illustrated in Table 2. In all probability, this is attributable to denitrification within the clay <br /> soil profile. Denitrification is markedly affected by the environment. Primary among the <br /> environmental influences are the nature and amount of organic matter, aeration, moisture content,pH <br /> and soil temperature. The gross organic matter content of the underlying soils can be considered low, <br /> but this.measurement does not analyze different fractions, microscopic portions of organic fractions <br /> which may be present. The pH of the soil environment is particularly important to the denitrifying <br /> microorganisms. Denitrifying bacteria are sensitive to acidic soils: Test results for pH reveal an <br /> alkaline soil at the 1 FT and 2 FT sample depths;which would be beneficial for the denitrifying <br /> bacteria. Probably the most important and critical environmental consideration is the oxygen <br /> availability within the soil environment. Anaerobic microenvironments exist within the microscopic <br /> pores of the clay soil. The oxygen atom from the nitrate molecule becomes preferential electron <br /> acceptor for respiration, thus chemically reducing the nitrate concentration. Given that the sampled <br /> soils were very moist and tight, the almost.assured anaerobic conditions promoted denitrification to <br /> the observed extent. <br /> Soil chloride concentration was also measured for comparison purposes to the nitrate concentration. <br /> Medium-to-high soil and groundwater chloride concentrations may indicate contamination from <br /> septic system effluent, since human wastes are generally high in chloride content. Chlorides travel <br /> exceptionally well in the soil environment, even better than nitrate, and can be an excellent indicator <br /> of septic effluent pollution. The chloride test results on the underlying soil in Table 2 reveal that <br /> there has been percolation of effluent through the.soil profile. <br /> The alkalinity concentration determined in the-domestic well water(157 ppm) is 36% lower than the <br /> alkalinity observed in the conventional septic tank (245 ppm). Therefore, the wastewater must be <br /> contributing alkalinity, which is then being utilized by the EnviroServer to nitrify the ammonia <br /> nitrogen concentrations. <br /> The calculated Average Daily Flow (ADF) from the actual effluent flow meter over a period of 68 <br /> months, plus the projected ADF from the new development indicate that the total effluent flow <br /> volumes will be slightly below the 1,200 gallons per.day maximum for the EnviroServer at 1,162 <br /> gallons per work day. This ADF figure incorporates a significant safety factor. <br /> The water table (groundwater) under the filter bed was not sampled since this would not have been a <br /> representative analysis of any potential impact to the underlying groundwater from the percolating <br /> effluent. <br /> Page "7- <br /> Chesney Consulting <br />
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