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SANDWICH <br /> t <br /> BOURNE <br /> F <br /> J has } ;4 j °BARNSTABLE <br /> Pond Hack <br /> Roads site <br /> 1 <br /> r` <br /> L <br /> YC <br /> 1� <br /> t { 4 1 <br /> Il 1t, <br /> FALntoutx t L A. <br /> Rock <br /> Landing <br /> Well <br /> �t <br /> k <br /> Figure 3. Option 1 A Scenarios. <br /> 38%of the Unified Database study area treated wastewater flow(1.0 MOD)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%(037 MOD)is treated to 3 mgJL TN and discharged at the Johns <br /> Pond portion of the Back Roads site. Modified from Figure 2 in GHD 2J15112 memo. <br />