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CMP Part 4C. Comprehensive Sewer Policv Plan <br /> e. Orono Orchards Lateral System (1999) (Discharges to MCES 7113A) <br /> (MUSA Part XXII) <br /> Each of these neighborhood lateral systems resulted from Alternative Waste <br /> Management Studies conducted by the City. In each case, the Studies determined <br /> that municipal sewer was the most appropriate long-term method of sewage <br /> treatment for the area. Each of these areas exhibited substandard lot sizes, <br /> difficult slopes or soil conditions, or were adjacent to the lakeshare. Existing and <br /> projected sewer colmections to downstream laterals are shown in Table 4C-8. <br /> Table 4G8: Review of Orono Sewer Connections 2008-2030 Updated 3-17-10 <br /> Downstream Interceptors <br /> (Direct Connects to 7113 and 7113A) <br /> Eaistinc Projected Additional Connections(REC's) <br /> MUSA Part/Descri tion �onnecr�o�s <br /> p as of 1/1/OA (Residential connections in bold type) <br /> Cih�LS/GS#s (REC's) 2010 2010-2020 2020<030 <br /> Add Total Add "I'otal Add Total <br /> Part Vl:Bluffs/Orono Ln/W. Ferndale LS-1 56' +0 = 56 +1 = 57 +0 = 57 <br /> Part V[I: Co. Rd. 15 Marinas GS-6 <br /> 1. Residential 3 +0 = 3 +2 = 5 +0 = 5 <br /> 2. Non-residential <br /> a. Marine Max 6 +0 = ( +0 = 6 +0 = 6 <br /> b. Genmar/Minnetonka Marine 5 +p = j +0 = 5 +0 = 5 <br /> Part VIIl: Crystal Bay LS-2 <br /> l. Residential 78 +0 = 78 +2 = 8p +0 = 80 <br /> 2. Non-Residential <br /> a. Mtka An Center 8 +p = g +2 = 10 +p = ]0 <br /> b. Environmental School 1 +0 = i +Q = � +0 = 1 <br /> c. Sailor's World Marina 3 +0 = 3 +0 = 3 +0 = 3 <br /> d.US Post Office 1 +0 = 1 -r 0 = 1 +0 = 1 <br /> Part XVIII: Nettles Propem� LS-2 1 +0 = ] +0 = 1 +0 = 1 <br /> Part XX[I: Orono Orchards LS-10 23 +2 = 25 +2 = 27 +0 = 27 <br /> Part XXIV: Webber Hills LS-2 23 +9 = 32 +5 = 37 +0 = 37 <br /> Part XaV: Edgewood Hills LS-1 8 +0 = 8 +i = 9 +0 = 9 <br /> Part XXVI: Bracketts Point GS-9 17 +0 = 17 +0 = 17 +0 = 17 <br /> Part?CXVII: Foxhill LS-2 19 +2 = 21 +3 = 24 +0 = 24 <br /> Part XXVIII: Ba��ridge/E[anwood GS-10 to LS-2 8 +0 = 8 +7 = 15 +0 = 15 <br /> Part XXXV1: Bluffs Extensions LS-1 3 +0 = 3 +1 = 4 +0 = 4 <br /> Part XXXVII:Tanager Lake GS-9 4 +4 = 12 +16 = 24 +0 = 24 <br /> Part XXXVIII:Murphy North Shore LS-2 0 +0 = 0 +20 = 20 +l0 = 30 <br /> Part XXXXII:French Lake Shoreland LS-2 3 +2 = 5 +25 = 30 +15 = 45 <br /> Total Direct Residential Connections 246 +19 = 265 +$j = 350 +25 = 375 <br /> IntercePtor Non-Res.Connections 24 +0 = 24 +2 = 26 +0 = 26 <br /> Connection REC's <br /> TOTAL RECs 270 289 376 401 <br /> Total Direct Interceptor Connection Flow Rate 27.0 28.9 37.6 401 <br /> (MGY) <br /> 'Does not include flows from Woodhill Country Club which are generated in Wayzata. <br /> City of Orono Community Management Plan 2008-2030 Page 4C-48 <br />