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June 16, 2022 <br />117 <br /> <br />b. The demand rates for all uses shall be considered in computing the total system <br />demand. <br />c. Average daily residential demand shall be computed in accordance with the housing <br />unit type and size data (see Table 16 above). Daily residential demand rates from <br />other sources may be used if the applicant demonstrates that these sources better <br />reflect local conditions. <br />d. Nonresidential demand shall be computed in accordance with the data shown in <br />Table 17 above. Nonresidential demand rates from other sources may be used if the <br />applicant demonstrates that these sources better reflect local conditions. <br />e. The minimum size of lines within the subdivision plat boundaries shall be eight (8) <br />inch diameter. Branches less two hundred and fifty (250) feet in cul-de-sacs may be <br />six inch diameter for domestic feed only. <br />f. If the municipal water supply system is capable of providing fire flow capacity the <br />applicant shall install fire hydrants at a maximum spacing of four hundred (400) feet. <br />No residential structure shall be more than two hundred and fifty (250) from the <br />nearest fire hydrant. A hydrant shall be located at all low points and at all high <br />points with adequate means of drainage provided. Hydrant installation shall occur <br />when sufficient water volume is available for fire protection requirements. <br />g. The distribution system within the subdivisions shall be designed to provide a <br />minimum flow of one thousand (1,000) gallons per minute with twenty (20) pounds <br />per square inch (PSI) residual pressure. <br />h. The distribution system within the subdivision shall be constructed in accordance <br />with the City of Fargo’s Standard Specifications for Construction of Public Utilities, as <br />it presently exists or may hereafter be amended, for water mains and fire hydrants. <br />The requirements for service lines made of copper shall not apply. <br />4. Subdivisions with thirteen (13) or more buildable lots shall connect to a public water supply <br />system, shall provide functioning fire hydrants and shall design a water supply system <br />pursuant to the following: <br />a. The water supply system shall be adequate to handle the necessary flow based on <br />complete development. <br />b. The demand rates for all uses shall be considered in computing the total system <br />demand. The system shall be capable of providing the required fire demand plus the <br />required domestic demand. <br />c. Average daily residential demand shall be computed in accordance with the housing <br />unit type and size data (see Table 16 above). Daily residential demand rates from <br />other sources may be used if the applicant demonstrates that these sources better <br />reflect local conditions. <br />d. Nonresidential demand shall be computed in accordance with the data shown in <br />Table 17 above. Nonresidential demand rates from other sources may be used if the <br />applicant demonstrates that these sources better reflect local conditions. <br />e. The minimum size of lines within the subdivision plat boundaries shall be eight (8) <br />inch diameter. Branches less two hundred and fifty (250) feet in cul-de-sacs may be <br />six inch diameter for domestic feed only.