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SU0007124_SSNL
Environmental Health - Public
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SU0007124_SSNL
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Last modified
11/19/2024 1:52:18 PM
Creation date
9/8/2019 1:00:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007124
PE
2626
FACILITY_NAME
PA-0800108
STREET_NUMBER
8606
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
APN
08530032
ENTERED_DATE
4/9/2008 12:00:00 AM
SITE_LOCATION
8606 N HWY 99
RECEIVED_DATE
4/8/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\N\HWY 99\8606\PA-0800108\SU0007124\SS STDY_NL STDY.PDF
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EHD - Public
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B. SOIL PHYSICAL CHARACTERISTICS-AND ANALYTICAL:TEST RESULTS <br /> The United States Department of Agriculture = Soil Conservation:Service(USDA�SCS} indicates <br /> the roe soils are Stockton cla #250 The Soil Surve of San Jo um Coun statesthat <br /> p p rtY Y( }: � typermeability is slow in these soils,-which-was observed inthe top.four feet of soil by the percolati]Jn6test conducted.SSS§ 5.2. The surface and subsurface soil investigation began on May 30,-2008 with the drilling <br /> a 25 feet deep exploratory boring and three percolation test borings with a truck mounted drill rig <br /> and solid stem auger. The test borings were drilled near the northeast triangular corner of the <br /> .property as illustrated on the Site Plan; where the disposal-area is to be installed. <br /> NLS§1.1, 1.2. Soil cutting samples from the 25-ft exploratory test boring were retrieved at 42. �s°tib <br /> inches, 12 ft and 25 ft for physical and chemical=analysis.; No Standing water; or saturated soil was - <br /> observed"in this boring. As the noted on the-A&L Laboratory Soil Analysis Reports in Appendix B_ , <br /> chemical analyses of the three soil samples quantify several constituents that influence nitrate <br /> loading for this project.. The important parameters for.nitrate loading assessment are the organic <br /> matter,pH, cation exchange capacity(CEC); clay q-9htent percentage,.along with nitrate-nitrogen <br /> content of the soil. <br /> As noted, the organic matter in the surface soils is higher than the subsoils, which is to be expected <br /> given the property was once farmed. The nitrate-nitrogen:concentration is very low throughout the <br /> soil profile and decreases in concentration in each of the subsequent deeper depths from.4 ppm to 2 <br /> ppm. <br /> Below the 12 ft depth, the decrease in nitrate-nitrogen concentrations may suggest that the <br /> denitrification potential within the soil profile is reducing the nitrogen concentrations. <br /> Because septic effluent is composed predominately of ammonium(NHA the pH, along with the <br /> CEC, are significant influences on ammonium Cmolecules. The pH of the soil is alkaline throughout the soil profile which may have an effect on ammonium formation and stability. The CEC <br /> measures the ability of the soil to theoretically trap and hold ammonium molecules. Cation <br /> Exchange Capacities of the soil samples are very high. This suggests there is a high potential for <br /> the retention of ammonium molecules for microbial uptake, and`may also be a reason why there is <br /> low soil nitrogen. <br /> NLS§ 3.3, SSS§ 5.3, 5.4. Table 1 below summarizes the surface and subsurface soil physical and <br /> chemical characteristics from the three soil samples retrieved from the exploratory boring: <br /> 3 <br /> Chesney Consulting <br />
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