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Table A-1. 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 Present loading <br /> conditions for the listed sub-embayments. <br /> watershed load direct benthic flux <br /> sub-embayment atmospheric <br /> (kglday) de osition(k da ) (kg/day) <br /> Popponesset Bay 1.819 4.005 -5.039 <br /> Popponesset Creek 4.940 - -0.639 <br /> Pinquickset Cove 0.764 0.290 -0.326 <br /> Ockway Bay-lower - - -1.596 <br /> Ockway Bay-upper 3.151 1.093 3.372 <br /> Mashpee River 12.107 0.663' 15.339 <br /> Sboestring.BM 9.20$ 1 2.233 -it.854 <br /> Surface Water Sources <br /> Masbpee River 21.888 - <br /> Santuit River(Shoestring Bay) 15.584 - - <br /> Quaker Run River(Shoestring Bay) 5.984 - - <br /> TOTAL 75.444 8.285 -0.743 <br /> Table A-2. 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 threshold loading <br /> conditions for the listed sub-embayments. These loads represent the sub- <br /> watershed loading conditions for the scenario used in the MEP technical report to <br /> meet N threshold level. <br /> watershed load direct benthic flux <br /> sub-embayment (kg/day) atmospheric k da <br /> deposition da ) ( � Y) <br /> (k <br /> Popponesset Bay 1.819 4.005 -4.915 <br /> Popponesset Creek 0.953 - -0.624 <br /> Pinquickset Cove 0.764 0.290 -0.318 <br /> Ockway Bay-lower - - -1.132 <br /> Ockway Bay-upper 0.757 1.093 2.249 <br /> Mashpee River 2.500 0.663 9.430 <br /> ShoeWiR&.Bay 1 2.260 1 2.233 -8.735 <br /> Surface Water Sources <br /> Mashpee River 13.668 - - <br /> Santuit River(Shoestring Bay) 11.474 - - <br /> Quaker Run River(Shoestring Bay) 5.983 - - <br /> TOTAL 40.179 8.285 -4.044 <br />