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SU0007105 SSNL
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SU0007105 SSNL
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Last modified
5/7/2020 11:32:53 AM
Creation date
9/6/2019 10:04:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007105
PE
2627
FACILITY_NAME
PA-0800102
STREET_NUMBER
11293
Direction
S
STREET_NAME
MANTHEY
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19125014
ENTERED_DATE
3/31/2008 12:00:00 AM
SITE_LOCATION
11293 S MANTHEY RD
RECEIVED_DATE
3/31/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\M\MANTHEY\11293\PA-0800102\SU0007105\NL STDY.PDF
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EHD - Public
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ts: <br /> 2.4 Soil Chemical Test Resul <br /> Chemical analytical assessment of the subsurface soils was-done on the Ales-at the respective <br /> depths; retrieved from the two perc test born sin Area # #2.d Are The test results are noted on <br /> the Soil Analysis Reports m Appendix�1.� <br /> The nitrate-nitrogen content shows-a--very-low-to-lo consistent nitrogen concentrations throughout <br /> the soil profile in both Dispersal�re n y stratum at.the -11 ft depth in Area 91 had a <br /> medium nitrate-nitrogen coneentratio at 13 pp <br /> Since septic tank effluent is composed rid tel of ammonium , the H along with the Cation <br /> p p y4) p g <br /> Exchange Capacity(CEC), l�a�e influence.on ammonium molecules. The pH of the soil profile is alkaline <br /> with all samples above 8:0. This pH profile may have a defined suppression effect on nitrate formation <br /> (nitrification)by affecting molecular ammonium stability. Secondly, for nitrate that does form, alkaline <br /> environments.may increase the potential for,denitrification. <br /> The CEC measures the ability of the soil to theoretically trap and hold ammonium molecules, thus having <br /> an influence on suppression of nitrification. From the CEC test-results,there appears to be low retention <br /> potential due to the lack of significant clay in the soil profile <br /> The following Table illustrates the encountered soil profile characteristics, along with the analytical test <br /> results for comparison purposes: J� <br /> i <br /> F <br /> Page -7- <br /> Chesney Consulting <br />
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