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SU0004984 SSNL
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SU0004984 SSNL
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Last modified
5/7/2020 11:31:22 AM
Creation date
9/4/2019 9:52:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004984
PE
2622
FACILITY_NAME
PA-0500194
STREET_NUMBER
767
Direction
N
STREET_NAME
ALPINE
STREET_TYPE
RD
City
STOCKTON
APN
10126007
ENTERED_DATE
4/13/2005 12:00:00 AM
SITE_LOCATION
767 N ALPINE RD
RECEIVED_DATE
4/12/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\A\ALPINE\767\PA-0500194\SU0004984\NL STDY.PDF
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EHD - Public
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f - <br /> IT <br /> ' SOIL PARTICLE SIZE ANALYSIS AND NITROGEN CONTENT <br /> LOCATION DEPTH SAND% SILT% CLAY% USDA SOIL NITRATE-N <br /> F TEXTURE CONTENT <br /> 42 Inches 55 30 14 SANDY LOAM 11 ppm NO,-N <br /> WEST <br /> PARCEL 12 feet 27 48 24 LOAM I I ppm NO,-N <br /> 24 feet 29 38 32 CLAY LOAM 10 ppm NO;N <br /> MIDDLE 42 Inches 31 40 28 CLAY LOAM 10 ppm NO;N <br />( PARCEL <br /> f 42 Inches 17 40 42 SILTY CLAY 14 ppm NO,-N <br /> I EAST <br /> PARCEL 14 feet 61 28 10 SANDY LOAM 11 ppm NOi N <br /> E <br /> k 24 feet 55 26 18 SANDY LOAM 10 ppm NO,-N <br /> During the drilling procedures for the deep perc test borings,no saturated soil conditions were <br /> encountered down to 24.5 feet. Soil moisture content was observably higher for the West Parcel <br /> boring in comparison to the other two borings. This may be attributable to vadose zone water draining <br /> faster through the higher porosity subsoils in the middle and east areas in comparison with the finer- <br /> grained soils on the west end of the property. It is a possibility that perched water table conditions exist <br /> ' above the static water table depth, although unlikely for any substantial amount of time. <br /> No rust mottling was observed in the upper soil profile, and only very slight mottling at the deeper <br /> depths of the middle and e r <br /> p cast parcels where the Sandler material was encountered. Although rust <br /> mottling may be attributed to geologic processes, it may also be due to seasonal soil saturation <br /> whereby percolating soil water encounters larger porosity soil and accumulates on top of these <br /> strata. It occurs when anaerobic bacteria decompose organic matter and use iron (Fe") in the <br /> metabolic processes. This oxidation of iron creates rust. When organic matter and an anaerobic <br /> environment are present within the soil environment; denitrification may be enhanced. <br /> I <br /> Important soil parameters for nitrate loading assessment are the organic matter content, pH, cation <br /> exchange capacity(CEC), clay content percentage, soluble salts, and the nitrate-nitrogen content. <br /> Considering the property soils have not been under agricultural production for many years, the <br /> organic matter content in these soils is low, contributing to a low estimated nitrogen release(ENR). <br /> �r <br /> The significance of cation exchange becomes important when the chemistry of septic effluent is <br /> analyzed. Nitrogen in septic tank effluent consists of approximately 75%N as the ammonium <br /> (NH4}) ion form and 25% N in the organic form. If the ammonium ion is bound and eventually <br /> used, nitrification cannot occur. Consequently, the pH, along with the CEC, have significant <br /> influence on ammonium molecules. The CEC measures the ability of the soil to theoretically trap <br /> and hold ammonium molecules. All of the soil samples indicate a comparatively high CEC. This <br /> suggests there is a greater potential for the retention of ammonium molecules for microbial uptake <br /> and suppression of nitrification. Cations such as NH,', K�', Cay* and Mg++ are removed from <br /> solution by the clay soil fraction because the clay particles possess a negative charge. <br /> 4 <br /> i C&sney Consulting <br />
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