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SR0073449
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SR0073449
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Last modified
4/22/2020 9:59:53 AM
Creation date
9/9/2019 11:17:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SR0073449
PE
2602
STREET_NUMBER
4088
Direction
W
STREET_NAME
YOSEMITE
City
LATHROP
Zip
95330
APN
24103005
ENTERED_DATE
10/21/2015 12:00:00 AM
SITE_LOCATION
4088 W YOSEMITE
QC Status
Approved
Scanner
SJGOV\wng
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FilePath
\MIGRATIONS\Y\YOSEMITE\4088\SR0073449.PDF
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EHD - Public
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TABLE 3 <br /> WELL WATER ANALYSIS <br /> WELL ANALYTE CONCENTRATION MAXIMUM CONTAMINANT <br /> FOUND LEVEL(MCL) <br /> On-Site Nitrate Below Detectable Limits 45 ppm <br /> Domestic Well (As Nitrate) (BDL) <br /> Sampled from <br /> Hose Bibb to Dibromochloropropane Below Detectable Limits 0.2 µ/L(ppb) <br /> the south of DBCP (BDL) <br /> the well. Ethylenedibromide <br /> EDB <br /> Calculation of Alkalinity Requirement for Nitrification <br /> The nitrate-nitrogen loading calculations are contingent upon the environmental factors required for <br /> nitrification to occur. These conditions include soil pore-space oxygen content, soil temperature, <br /> pH, electrical conductivity, organic matter, cation exchange capacity, and alkalinity. Alkalinity in <br /> wastewater effluent is derived from the on-site well water, in addition to the introduction of wastes <br /> in the effluent. Nitrification consumes approximately 7.1 mg of alkalinity for every mg of <br /> ammonia-nitrogen(NH4-N)oxidized. Nitrification of the average Total Nitrogen (TN) <br /> concentration of 60 mg/L, as determined on Page 8,would require: 62 mg/L NH4-N x 7.1 mg <br /> CaCO3 =440 mg/L alkalinity. The alkalinity in the groundwater serving domestic water supplies in <br /> this locale are never this high due to the proximity of the referenced bodies of water. This low <br /> alkalinity concentration in the underlying groundwater supplies an insufficient and indeterminable <br /> amount of alkalinity for nitrification to readily proceed. <br /> E. SURFACE WATER INFORMATION <br /> Storm water management must be by on-site retention. Percolating rainwater over the total property <br /> acreage may theoretically provide a water table dilution effect to percolating wastewater effluent as <br /> accounted for in the nitrate loading calculations. Dilution effects can only be truly discerned with <br /> extensive groundwater monitoring and modeling. According to a scientific paper authored by Shaw <br /> and Turyk(1994), reduction of nitrate concentrations in groundwater can occur primarily through <br /> dispersion, by percolating rainwater, or a cleaner water source including effluent water recharge. <br /> Climati"ta: Rainfall versus Evapotranspiration <br /> NLS—),.Z It is generally and scientifically accepted that when precipitation exceeds <br /> evapotranspiration(Eto), deep percolation of surface rainwater may occur. Evapotranspiration <br /> refers to water evaporation that takes place both at the soil surface and transpiration by plants. <br /> The following Table illustrates rainfall and evapotranspiration for the Stockton area. Precipitation / <br /> data was obtained from the Soil Survey of San Joaquin County. The conservative "2 years in 10" <br /> data was used and not the "average rainfall"data. Evapotranspiration data was obtained from the <br /> California Irrigation Management Information System(CIMIS): <br /> 5 <br />
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