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SU0004324_SSNL
EnvironmentalHealth
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PA-0200428
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SU0004324_SSNL
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Entry Properties
Last modified
11/20/2024 9:22:00 AM
Creation date
9/4/2019 6:21:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004324
PE
2632
FACILITY_NAME
PA-0200428
STREET_NUMBER
18819
Direction
E
STREET_NAME
STATE ROUTE 88
City
CLEMENTS
APN
01924018
ENTERED_DATE
5/17/2004 12:00:00 AM
SITE_LOCATION
18819 E HWY 88
RECEIVED_DATE
10/4/2002 12:00:00 AM
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\E\HWY 88\18819\PA-0200428\SU0004324\NL STDY.PDF
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EHD - Public
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.�,R <br /> SOIL PItQFIlER�CHARACPElSTICS iANDA; TI�YTI�A�` ' <br /> - € a } <br /> e¢ y g Asir. <br /> g€,& 3 j}1 <br /> ¢€'i{s yRR �,.a%ke? <br /> 3 8"..f.�f;x9 .m. �4f. . e Y. ` TES'.Il .j`,:L�a.•1 A.J.��=-J a11.1�! . 7(y ,y- <br /> � <br /> .;,� sis3?.144s�.��ia,}T+,+``s <br /> SOIL DESCRIPTIONS SAND,SILT AND CLAY SOIL NITRATE-NITROGEN <br /> PERCENTAGES CONTENT <br /> 42 In.Depth Loam 47%, 33%, 21% Ju I 10 ppm NO3-N <br /> 7.2 Ft Depth Silt Loam 22%, 53%, 26% f n 1 15 ppm NO3-N <br /> 16 Ft.Depth Sandy Clay Loam 47%, 23%, 31% to� 5 ppm NO3-N <br /> In correlating permeability and particle size analysis, the sand, silt and clay percentages suggest the <br /> soils to be somewhat similar between the shallow and deep perc test borings, particularly with <br /> regard to sand content. It would have been expected for the shallow, 42-inch perc test to have a <br /> relatively equal, if not faster perc rate than the deeper perc test boring due to the higher silt content, <br /> but this was not the case. Since the deep perc test had a greater head of water, percolation was 5.4 <br /> times faster in this boring in comparison to the shallow boring, thus demonstrating and proving the <br /> function head pressure has on soil permeability. <br /> f <br /> An analytical assessment of the subsurface soils was done on the three samples referenced above, <br /> with the test results noted on the SOIL ANALYSIS REPORT. Chemistry was done on the three <br /> soil samples to analyze several constituents that influence nitrate loading. The important soil <br /> parameters for nitrate loading assessment are the organic matter, pH, cation exchange capacity <br /> (CEC), and indigenous nitrate-nitrogen content. As noted from the test results, the organic matter in <br /> the soil profile is low. The nitrate-nitrogen contents reveal the shallow depth has a low <br /> concentration of nitrate-nitrogen at 10 ppm, however, the 7 foot depth increases to 15 ppm. The <br /> concentration decreases to 5 ppm at the 16-foot depth. There is a walnut tree near the test borings <br /> which suggests there may have been other trees at some time in the past. This may explain the <br /> observed differences in subsurface nitrate-nitrogen concentrations. <br /> Since septic effluent is composed predominately of ammonium (NH4), the pH, along with the <br />' Cation Exchange Capacity (CEC), have an influence on ammonium molecules. The pH of the <br /> shallow soils is acidic,while the deeper soils are neutral. This pH profile may not have a significant <br /> effect on inhibiting ammonium formation and stability, and therefore nitrification potential may not <br /> be decreased. The CEC measures the ability of the soil to theoretically trap and hold ammonium <br /> molecules. Cation Exchange Capacity test results for all three soil samples is low, especially <br /> considering the clay content in the 16 foot boring. Consequently, there is a low potential for the <br /> retention of ammonium molecules for microbial uptake. However, since the nitrate-nitrogen <br /> concentration was quite low at the 16-foot depth, contrary to the lack of riitrification inhibiting <br /> factors discussed above, there may be a denitrification or immobilization influence on the nitrate- <br /> nitrogen concentration at the deeper depths. Nevertheless, the factors discussed make it important <br /> to reduce the depth of seepage pits to 16 feet instead of the typical 25 feet. <br /> 4 <br /> Chesney Consulting <br />
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