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SU0010975_SSNL
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SU0010975_SSNL
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Last modified
10/28/2020 5:09:51 PM
Creation date
9/6/2019 10:11:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010975
PE
2656
FACILITY_NAME
UP-96-0002
STREET_NUMBER
13400
Direction
W
STREET_NAME
MIDDLE
STREET_TYPE
RD
City
TRACY
Zip
95304-
APN
21204002
ENTERED_DATE
7/15/2016 12:00:00 AM
SITE_LOCATION
13400 W MIDDLE RD
RECEIVED_DATE
7/15/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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FilePath
\MIGRATIONS\M\MIDDLE\13400\UP-960002\SU0010975\SS NL STDY.PDF
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EHD - Public
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FD. GROUNDWATER INFORMATION <br /> eeas S§ 4 17NLS§2.1: Groundwater depths and elevations throughout San Joaquinllustrated-onmaps published by the County Flood Control and Water Conservation <br /> District. However, due to the high degree of variability in groundwater elevations in the Tracy <br /> area, lines of equal depth and equal elevation are typically not drawn for this area. This is due to <br /> the fact that seasonal water table variations occur that are primarily dictated by surrounding <br /> surface irrigation. This was observed with the current water table depth determination. Depth <br /> measurement occurred at the height of the irrigation season,thus insuring that the highest <br /> anticipated depth to groundwater was determined. With regard to groundwater directional flows, <br /> it is generally regarded that groundwater flows in a northeasterly direction, toward the San <br /> Joaquin River. <br /> A water table depth of five feet would preclude the installation of a conventional, or semi- <br /> conventional leachfield system since there is a required separation distance of five feet that must / <br /> be maintained between the soil-effluent interface and the highest depth to the water table. <br /> NL5§ 2.'M9 , SSS§�J, 4.2. Since surrounding properties have been intensely fanned for <br /> several decades, the potential for nitrate contamination in the underlying groundwater is <br /> significant. Groundwater research in the scientific literature suggests there may be a large <br /> denitrification potential within aquifers or saturated zones composed of clay soil. <br /> NLS§b, SSS§ 4.3, 4.4anot <br /> rsuant to the EHD directive, the domestic water from the we <br /> that serves the Church wpled for the typical constitue s-6feoneertt because the is <br /> currently monitored for ituents. <br /> Calculation of Alkalinity Requirement for Nitrification <br /> The estimated nitrate-nitrogen loading found on Page 12 is contingent upon the environmental <br /> factors required for nitrification to occur. These conditions include soil pore-space oxygen <br /> content, soil temperature, pH, electrical conductivity, organic matter, cation exchange capacity, <br /> and alkalinity. Alkalinity is derived from the well water supply, from within the soil environment, <br /> and the introduction of human waste constituents. Nitrification consumes approximately 7.1 mg <br /> of alkalinity for every mg of ammonia-nitrogen(NH4 N) oxidized. Nitrification of the average <br /> Total Nitrogen (TN) concentration of 60.1 mg/L, as determined on Page 11 would require: 60.1 <br /> mg/L NH4 N x 7.1 mg CaCO; =426 mg/L alkalinity. The alkalinity in the domestic wastewater <br /> supply is presently 301 ppm. This concentration, coupled with the well water alkalinity, <br /> groundwater alkalinity and indigenous soil alkalinity may be sufficient to promote nitrification. <br /> Mounding Analysis <br /> Reference is made to the encountered water table from the soil boring drilled next to the future <br /> mound system area and measured at 5 feet below existing grade. This depth to groundwater can <br /> be considered very shallow and may induce a phenomenon known as a"mounding effect' in <br /> which percolating effluent encounters the water table, or restrictive stratum and cannot disperse <br /> laterally fast enough to prevent a mound formation. <br /> J,//i <br /> Chesney Consulting <br />
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