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.SANDVV7CN <br /> BOURNE <br /> � � to <br /> Johns s+BARNSTABLE <br /> Pond Back — — MIA <br /> Roads site <br /> FALMOUTP <br /> �.•.- ..s / _1T Rock <br /> 1 Landing <br /> Well <br /> r <br /> Lowe 63W6i P13MITQ 41319 - <br /> o..r or... ,. , n ❑ ❑ ❑ .T <br /> o ,�s.� ❑a ❑ ❑ ❑ F <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 />