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J4.. <br /> • Nitrogen loading models were completed using input values specified in town <br /> regulations: <br /> 51bs N/person/yr. 3 persons/household <br /> 31bs N/1,000 sft./yr. <br /> q• 5,000 sq. ft. yard <br /> 0.38 lbs N/road mile/day <br /> • Models were run for the site and for the ground water rechar a zone under <br /> „ �d�•;,� <br /> existing conditions and buildout conditions• g 4 <br /> i <br /> Total Lbs N Total Lbs N/Acre <br /> Subdivision.....................................................................356.............................................._.......... <br /> Existin .......................... <br /> g-Recharge Area ..;.. 7 496' ..............._...... ..........._.......... .22.07.......... .... ....... „s ,ice <br /> Buldout-Recharge Area o ......................... 22.1T ......... ........ .... <br /> '... <br /> ,878 .a;. <br /> 32.09 <br /> •. Total nutrient load to the Bay was calculated and found to be well below the <br /> Town limit of 0.75 mg/1. <br /> I <br /> • Critical nitrogen load to the Bay was also calculated. This load will not be ii <br /> reached under buildout conditions with the ground water recharge area. i .�'1.. <br /> F <br /> deled Nitrogen 0.044 m /1ncentration of Bayg wn ofMashpee........... ..................0.75m....�1...............ndard g <br /> tli • <br /> Total Lbs N <br /> Fi�=tical o Bay 51 189 Total Lbs N/Acre <br /> 151 <br /> :Iiur <br /> IRS i.ri Q. <br /> 1 <br /> s IIII.. <br /> Horsley & Witten, Inc. _Z_ <br /> 18 September 1996 i <br />