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CMP Part 4C. Water Supply <br /> of unaccounted for water will conserve the amount of water pumped as well as preserve <br /> the life expectancy of the well pumps, and reduce waste. <br /> Water Demand Projections <br /> Water demand projections have been estimated with respect to the construction of new <br /> homes. For simplicity reasons, new industrial/commercial demands have been calculated <br /> by the available acreage for development. The population projections shown below <br /> indicate what the various water demands would be should the population increase to that <br /> value. The populations shown is only for planning purposes and it should not be presumed <br /> that this growth will occur. The proposed expansion areas of the distribution system are <br /> I shown in Figure 1.1 Map 4C-2. <br /> From historical data previously presented,the average per capita daily water usage for the <br /> I Navarre Water System has been selected as 100 gallons per capita per day (gpcpd)with a <br /> peaking factor of 2.0. The total average demand per capita for the Highway 12 Water <br /> I System has been selected as 150 gpcpd with a peaking factor of 2.0. Since tThe population <br /> in the Highway 12 system is so small the commercial water use skews population based <br /> I projections,.therefore a 0.10 mgpd constant has been added. The selected water use values <br /> were then used with population projections to project future water demands which are <br /> presented in Tables 4C-5 and Table 1C-6. <br /> Tabl Table 4C-5: Probe ed Water Demand- Navarre TABLE 4C-6 P j t Vi""'.""4"" 'CI <br /> �.� ....�R. .__ e,... ... _.-...... Ilikiarialeal ,.,.,,,_, <br /> •• •. � Maximum Daily <br /> re jai imuii i •v _�1` i , i V � ' <br /> 111 <br /> De end o :osul.ti i� I S .;i. Demand(MGD)2 <br /> pula�70Rula ion do nand Ml495na I ...... <br /> Mi D ( uUl IRm!!.r!. 4@A16 • �.1� ' 0.32 <br /> El 00(2018)201 0..233 0.4,6 <br /> Flamm. 6009 . 0.39 ' 0.38 <br /> - 2,300 i I 0. 0.•�C46 <br /> - ���31� �a 800 . e �_� , 0.44 <br /> C 48 1,000 .1.laTi�■�i�G�_$ <br /> El�r�In AMI rr •� u�u 0.5 <br /> ..n..� nomiiiiiirmi <br /> , �� 5 1,200 �ir4��� <br /> -!' �=.�____ i 11 0.56 <br /> r�rr��ii��rii^ 1,400 .ifL:�iE��l_•i �1 <br /> 1.11MMIO MiMssOMR�Y� �'>, �r' 0.62 <br /> - 2 800 2,701 0.'8 1.27 0.•. Raw„_.m l,fiPSl7 ■ Q 4 ' 0.68 <br /> NIMUMTME <br /> - 2,900 2,801 0.,9 1.28 0.• g . 1,&00 . 0.80' , 0.74 <br /> - 3,000 2 901 0 IIM.29 0 •I .4r .• . .� _•day <br /> ur• -cif 150.�.cpd,and�$(¢GPD ' 0.80 <br /> Use, an averwffiy usage. 100 gpc)d3 ®ii,,comcercia iT <br /> z Use � m _ acfosod=average day usage of 150 I cpd,and 100K GPD <br /> _ .+°:. acoro .._.- .._... .... ,Ili <br /> 2 Used a peaking factor of 2.0 2 Use a peaking factor of 2.0 <br /> City of Orono Community Management Plan 2020-2040 Part 4C, Page 7 <br />