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Table A-5. Sub-embayment and surface water loads used for total nitrogen <br /> modeling of the Popponesset Bay system, with total watershed N loads, <br /> atmospheric N loads,and benthic flux. These loads represent Scenario S&W-3 <br /> loading conditions for the listed sub-embayments. <br /> direct <br /> sub-embayment watershed load benthicbenthic flux <br /> (kg/day) deposition(k da ) (kg/daY) <br /> Popponesset Bay 1.910 4.005 -4.940 <br /> Popponesset Creek 2.405 - -0.627 <br /> Pinquickset Cove L030 0.290 -0.319 <br /> Ockway Bay-lower - - -1.185 <br /> Ockway Bay-upper 0.997 1.093 2.362 <br /> Mashpce River 4.937 0.663 11.148 <br /> Shoestring Bay 5.981 1 2.233 1 -7.767 <br /> Surface Water Sources <br /> Mashpee River 16.923 - - <br /> Santuit River(Shoestring Bay) 8.022 - <br /> Quaker Run River(Shoestring Bay) 2.005 - - <br /> TOTAL 44.211 8.285 -1.328 <br /> Table A-6- Sub-embayment and surface water loads used for total nitrogen <br /> modeling of the Popponesset Bay system, with total watershed N loads, <br /> atmospheric N loads, and benthic flux. These loads represent Scenario S&W-4 <br /> loading conditions for the listed sub-embayments. <br /> watershed load direct benthic flux <br /> sub-embayment atmospheric da <br /> EMIda Y) deposition(k da ) ( Y) <br /> Popponesset Bay 1.611 4.005 -4.940 <br /> Popponesset Creek 2162 - -0.627 <br /> Pinquickset Cove 0.726 0.290 -0.319 <br /> Ockway Bay-lower - - -1.185 <br /> Ockway Bay-upper 0.997 1.093 2.362 <br /> Mashpee River 2.948 0.663 12.376 <br /> Shoestrin Bay 4.252 1 2.233 -7.199 <br /> Surface Water Sources <br /> Mashpee River 23.153 - - <br /> Santuit River(Shoestring Bay) 7.321 - - <br /> Quaker Run River(Shoestring Bay) 2.005 - <br /> TOTAL 45.175 8.285 OA69 <br />