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SU0001199 SSNL
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SU0001199 SSNL
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Entry Properties
Last modified
5/7/2020 11:28:30 AM
Creation date
9/4/2019 10:16:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0001199
PE
2690
FACILITY_NAME
LA-00-98
STREET_NUMBER
26310
Direction
S
STREET_NAME
BANTA
STREET_TYPE
RD
City
TRACY
Zip
95376
ENTERED_DATE
10/17/2001 12:00:00 AM
SITE_LOCATION
26310 S BANTA RD
RECEIVED_DATE
1/9/2001 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\B\BANTA\26310\LA-00-98\SU0001199\NL STDY.PDF
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EHD - Public
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ron� is 4 ft deep. Therefore, groundwater.(the water fable) was truly encountered 13 ft below <br /> igrade. This boring provided I.) a profile of the underlying soil characteristics, 2.) depth to ' <br /> groundwater and 3.) a water table sample, and a soil sample from the capillary fringe at 12 ft. <br /> The log of boring illustrates the subsurface soil characteristics encountered: The surface soils to <br /> 2 feet consist of a dark brown clay. Below this strata and extending to 4 ft is a lighter brown, <br /> silty clay (clay loam) with consistent moisture. From 4 ft to 12 ft, the soil consists of a yellowish <br /> brown clay loam with also with a consistent moisture content. At 12 ft is the capillary fringe <br /> with the zone of saturation at 13 feet. No rust mottling was observed which would be indicative,, <br /> of seasonal soil saturation.. <br /> Three soil samples were obtained for analysis. The first sample was retrieved from Parcel I at 42 <br /> in. in depth and is referenced as 42-P1 on the SOIL ANALYSIS REPORT. The second sample <br /> was taken from Parcel 2, which is currently an alfalfa field, also from 42 in. in depth and is <br /> referenced as 42-AL. The third sample was retrieved from the capillary fringe referenced above <br /> at 12 ft, and found to have-4 ppm nitrate-nitrogen and:I 111 ppm TKN. The nitrate-nitrogen <br /> concentration can be considered very low, while the TKN is on the high side and may be <br /> attributable to decomposing organic matter from the alfalfa crop that was in this location several <br /> years ago. Particle size analysis (Soil Texture) was done on 42-AL sample and found to have a <br /> high clay content at 43%, with equal parts of silt material (42%). The nitrate-nitrogen (NO3-N) <br /> concentration for these two samples werea13 ppm.for Parcel T and 5 ppm for the alfalfa field. <br /> The area were the Parcel 1 sample had not been in agricultural production for the last ten years. <br /> It is theorized that the nitrate-nitrogen content is higher in the Parcel 1 sample due to organic h <br /> matter decomposition, which is ultimately liberating nitrate. Accumulation of nitrate is ` <br /> occurring since there are no root structures assimilating the nitrate formed. Conversely, the <br /> alfalfa root system is not only manufacturing its own nitrogen, it is also taking up soil nitrate, <br /> thus accounting for a lower nitrate-nitrogen concentration. <br /> f <br /> Additional chemistry of these soil samples was also done to analyze several constituents. The <br /> important parameters for nitrate loading assessment are the organic matter,pH, cation exchange' <br /> capacity (CEC), clay content percentage, along with nitrate-nitrogen content. As noted, the <br /> organic matter in the soil is low, but in sufficient amounts to contribute some nitrate. Since <br /> septic effluent is composed predominately of ammonium (NHA the pH, along with the CEC, are <br /> significant influences on ammonium molecules. The pH of the soil is somewhat alkaline, which <br /> may slightly inhibit ammonium formation and stability, and may create a small propensity for <br /> ammonia(NH3) formation. The CEC measures the ability of the soil to theoretically trap and <br /> hold ammonium molecules. A CEC of almost 26.0 suggests there is considerable potential for i <br /> the retention of ammonium molecules for microbial uptake, and suppression of nitrification <br /> (nitrate formation). <br /> k <br /> 3 <br /> `llalfey AB Research <br />
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