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P <br /> f, <br /> 3.3 Gi aundwatei•Quality <br /> Shallow groundwater samples were collected from seven hydropunch locations as part of <br /> ' the November 2005 Eco;Logic study. The groundwater samples were analyzed for <br /> several constituents. Three constituents pertinent to the land application of treated <br /> wastewater,total dissolved solids (TDS), electrical conductivity (EC), and nitrate as <br /> nitrogen (NO3-N), are discussed in this section. These constituents are summarizedin <br /> Table 2. Al.more detailed discussion of the results of the groundwater investigation can be <br /> found in the Eco:Logic report. <br /> i <br /> �s TABLE 2 <br /> k GROUNDWATER QUALITY DATA' <br /> if ]Ii LIN FAMILY PROPERTIES <br />° Sample TDS, EC, NO.3-N, <br /> ID !t m L mho/cm m Location <br /> HPA 660 1,140 4.6 Southwest comer <br /> HP-2 2,170 3,630 53.1 Northwest corner <br /> HP-3 4,170 5,370 30.5 North corner j <br /> HP24 4,160 6,910 61.0 Northeast edge <br /> HP-5 1,890 3,130 27.1 Center <br /> HP-6 3,650 4,390 24.8 South edge - <br /> HP-1 8,700 11,100 70.0 Southeast comer <br /> Data from March 2006 Eco:Logic report. 11] <br /> As seen in Table 2, TDS and EC concentrations are generally higher in the eastern and _ <br /> northern portion of the property. and lowest in the southeastern portion of the site. - <br /> NO3-N concentrations followed a similar trend. Figure 2 presents the location and results <br /> of groundwater sampling for TDS, EC, and NO3-N. The results of the baseline <br /> groundwater data indicate that a treated waster«vater dispersal system can be located and <br /> designed to meet or exceed regulatory requirements not to degrade groundwater quality. <br /> 4.0 COLLECTION,TREATMENT,AND DISPOSAL SYSTEM <br /> r <br /> The proposed decentralized treatment system for the Lin Properties consists of collection, <br /> i treatment, and disposal components. The collection system will consist of clustered septic <br /> tanks, which will receive wastewater generated from house clusters, and small diameter <br /> gravity or force mains. Primary treatment of wastewater will be accomplished in the <br /> collection system. There are many available manufactured and engineered onsite <br /> treatment systems. For sizing and cost estimating purposes, a recirc media <br /> filter and W disinfection is assumed to treat wastewater generated by a future <br /> development at the property. The dispersal system will consist of a subsurface drip <br /> p, dispersal system. The collection, treatment, and dispersal systems are described in more <br /> detail in this section. <br /> .S <br /> Ey <br /> Decentralized Treatment for Lin Family 4 SAB038100 <br /> December 2008 N:1SAB038E001Documents120081219 UnPropWW_Drafl.thc <br /> s <br />