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A <br /> ! SANDMCH <br /> BOURNE <br /> l f � <br /> jj <br /> J <br /> r t <br /> ' t <br /> � E <br /> BARItSTaBLE <br /> Johns t <br /> Pond Back " <br /> Roads site <br /> >. <br /> z <br /> f Wit(. <br /> FALMOUTH <br /> tL <br /> Rock <br /> Landing <br /> l l{ Well <br /> Legentl Bawer punnlnp tSaea <br /> Figure 3. Option IA Scenarios. <br /> 38% of the Unified Database study area treated wastewater flow (1.0 MGD) discharged at the Rock <br /> Landing Well site; the Rock Landing Wells would be relocated. 57% of the total study area wastewater <br /> flow(1.5 MGD) is discharged outside of the watersheds, including the Rock Landing site and portions of <br /> the Falmouth, Sandwich and Barnstable sections (note orange, yellow, and green arrows above, <br /> respectively). Of the wastewater remaining within the estuary watersheds, 18% remains on standard <br /> septic systems (0.48 MGD) and 14% (0.37 MGD) is treated to 3 mg/L TN and discharged at the Johns <br /> Pond portion of the Back Roads site. Modified from Figure 2 in GHD 2/15/12 memo. <br />