Laserfiche WebLink
r77NLS§2.2,3.1, SSS§2.1,4.2. Since the surrounding properties have been farmed for a number of <br /> decades,the potential for nitrate contamination to the underlying groundwater aquifers can be <br /> considered significant. However,this was not observed. <br /> NLS§2.3, SSS§4.3,4.4,4.5,4.6. Mr. Bowen's existing domestic well was sampled for analysis. <br /> The pump was run for 20 minutes before sampling, with the sample obtained from a hose bibb on <br /> the south side of Mr. Bowen's house. The Table below summarizes the test results obtained. <br /> TABLE 3 <br /> pb <br /> WELL ANALYTE CONCENTRATION MAXIMUM CONTAMINANT <br /> FOI JND LEVEL(MCL) <br /> Proposed Nitrate(As Nitrate) 15 ppm 45 ppm <br /> Parcel 1 <br /> Domestic Well Total Alkalinity 195 ppm N/A <br /> Sampled from <br /> Sampling Port <br /> on south well Dibromochloropropane Below Detectable Limits uio Et/L(ppb) <br /> discharge pipe. DBCP I (BDL) <br /> Calculation of Alkalinity Requirement for Nitrification <br /> The nitrate-nitrogen loading to the underlying groundwater is contingent upon the environmental <br /> factors required for nitrification to occur. These conditions include soil pore-space oxygen content, <br /> soil temperature,pH,electrical conductivity, organic matter, cation exchange capacity, and <br /> alkalinity. Alkalinity in wastewater effluent is derived from the well water, in addition to the <br /> introduction of wastes. Nitrification consumes approximately 7.1 mg of alkalinity for every mg of <br /> ammonia-nitrogen(NH,-N) oxidized. Nitrification of the average Total Nitrogen(TN) <br /> concentration of 62 mg/L, as determined on Page 7, would require: 62 mg/L NH4-N x 7.1 mg <br /> CaCO3 =440 mg/L alkalinity. The alkalinity concentration in the Parcel 1 well water was <br /> determined to be 195 ppm. Therefore, there is an insufficient alkalinity in the well water for <br /> complete nitrification to readily proceed without the introduction of wastes and the alkalinity within <br /> the soil environment. <br /> E. SURFACE WATER INFORMATION <br /> Storm water management will be by on-site retention. Percolating rainwater will theoretically <br /> provide an indeterminable water table dilution effect to percolating wastewater effluent. However, <br /> as referenced in the next Section, rainfall in comparison to evapotranspiration is minimal. <br /> Climatic Data: Rainfall versus Evapotranspiration <br /> NLS§3.2. 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 /> Page-5- <br /> Chesney Consulting <br />