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f <br /> F <br /> I` <br /> MA HPEE IMPACT ANALYSIS <br /> WASTE WATER ANALYSIS(Gallons x Nitrogen Loading) <br /> Residential Assumptions Commercial Assumptions SeatslRooms <br /> New Horsing Units 400 Total Nov SF 7959037 <br /> of Proposed Bedrooms 927 Retail SF 4779022 <br /> a ons Bedrm i10 Restaurant SF 1599007 59129 <br /> Waste Water Production (Gallons) 101,970 Office SF 119,256 <br /> Septic rngAiter Nitrogen Loading Factor 35 Hotel SF 39,752 50 <br /> WWTP mg/liter Nitrogen Loading Factor 8.23 Theater SF 85 <br /> Church SF 250 ' <br /> Retail # Gallons/1000 SF 50 <br /> 4 <br /> Restaurant # Gallons/Seal 35 <br /> Office # Gallons/1000 SF 7 <br /> Hotel # Gallons/Room 11 <br /> Theater # Gallons/Seat 3 C <br /> Church SF 4Gallons/Seal 3 <br /> Septic VS WI-P Septic KW7P Waste Water Production Septic W TP <br /> Total Nitrogen en Loading 3,5689950 8399213 Retail 23,851 834,789 196,295 <br /> Restaurant 179,524 6,2831341 1 t47t48 <br /> Office 81944 3139047 739611 <br /> Hotel 5t500 132,500 45t265 <br /> Theater 21550 899250 201987 <br /> Church 750 260250 6,173 , <br /> Total 39568,950 839,213171739,177 19819t812 <br /> -ORio <br /> ''TTL. . <br /> T!A L-:11VfP�4 <br /> -.. 1 0:1:.6.tri -1..:-:=:.---:;;- <br /> ND- <br /> 1 <br /> Therefore, for every house on a septic tank, you can have -4.25 Douses on WWPT with the same amount of nitrogen loading. � <br /> For Example for the most densely developed nei hborhood, the nitro2en loading is comparable <br /> V itin s Road Per Zonin FP ProposaI <br /> Lots 21 82 <br /> BDR + * 55 244 a <br /> Wasle Water Production 69052 269840 <br /> Nitrogen Loading 2116827 220,893 <br /> Assumes 2.62 BORM'sl horse for Per Zoning"(1990 census data). <br /> NOTE. Nitrogen loading factors rn ) were provided in the 'Assessment of Coastal Nitrogen Loading and Nitrogen Management agement Alternatives: Popponesset Bair*Draft dated 12195. <br /> f <br /> f <br /> y <br /> 5114196 MMI-FrEE MEETING <br />