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SU0005258 SSNL
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SU0005258 SSNL
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Last modified
4/20/2020 1:49:16 PM
Creation date
9/6/2019 10:57:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005258
PE
2631
FACILITY_NAME
PA-0500468
STREET_NUMBER
8338
Direction
W
STREET_NAME
LINNE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
25321030
ENTERED_DATE
8/2/2005 12:00:00 AM
SITE_LOCATION
8338 W LINNE RD
RECEIVED_DATE
8/1/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
ADMIN
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FilePath
\MIGRATIONS\L\LINNE\8338\PA-0500468\SU0005258\NL STDY.PDF
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EHD - Public
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C. Soil Analytical Chemical Test Results �!� <br /> So' samples for alytical testing were retrieved from the depths referenced above. The attached <br /> 011 Analyses Repo illustrates the test results. Analyzed constituents relating to nitrate loading <br /> ude the organic matter content of the soil, pH, Cation Exchange Capacity(CEC), and the <br /> nitrate-nitrogen content. The organic matter is low throughout the shallow soil profile, indicating a\ <br /> low contribution of nitrogen release. The pH is alkaline at both tested depths. This alkalinity can <br /> inhibit nitrification and promote denitrification. The CEC indicates the soil potential to retain <br /> ammonium molecules that are in the septic system effluent. The CEC has a potential to inhibit <br /> nitrification, and is of medium concentration in the soil profile. Of signific a is the nitrate- <br /> nitrogen concentrations at each de yealing a medium concentration o 9 tpm at 24 inches, but <br /> a significant decrease at 36 inches 3 pp)n NO3-N. This may be attributedtd the 24 inch deep <br /> sample retrieved from under the law a. The Table below summarizes the important soil <br /> parameters analyzed: <br /> TABLE 2 <br /> I <br /> SUMMARY OF SOIL ANALYSIS <br /> DEPTH OF SAND SILT CLAY USDA/USCS NITRATE-N pH/CEC <br /> SAMPLE % % % SOIL TEXTURES CO NT <br /> 24 Inches 39% 36% 25% Loan,//Silty Lean Clay 9 ppm 7.7/14.8 <br /> (From awn) <br /> 36 Inches 39% 34% 27% Cla7 Loam/Lean 3 ppm 7.7/13.0 <br /> Clay with silt (From Under 4 Soil) <br /> III. GROUNDWATER TEST RESULTS <br /> The groundwater directional flow is generally assumed to be in a northeasterly direction toward the <br /> San Joaquin River. It is also generally acceptedthat gro, at ically flows with the <br /> topography of the land surface. As noted from the attar d at <br /> m , the land surface <br /> declination is in a northeast direction. 11 <br /> The depth to the water table could not be measured in the on-site domestic well. However, the L <br /> static water level was measured at 68 feet deep in a domestic well 100 yards to the west of the ~ <br /> subject property. As referenced, the Prioste's plan to drill a new, deeper well 10 to 15 feet west of <br /> the existing well. Consequently,this existing domestic well water supply was tested for analysis, <br /> with the results discussed below. <br /> Page -5- <br /> Chesney Consulting <br />
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