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CMP Part 4C. Water Supply
<br /> As shown in Table 4C-10, the Highway 12 Water System will have adequate
<br /> storage until the population exceeds 2000 and the average day demand rises above
<br /> 400,000 gpd.
<br /> TABLE 4C required Storage - Nav < 111111q. T ,I E 4C-10: Required Storage - Highway 12 ill
<br /> Existing
<br /> Service Area Avg. Day Storage Service Area Avg. Day Existing Storage
<br /> Storage
<br /> Population (GPD) allons Deficit Population (GPD) Storage Deficit
<br /> _ (gallons)
<br /> 2200 220,000 200,000 20,000 400 160,000 400,000 None
<br /> 2,300 230,000 200,000 30,000 600 190,000 400,000 None
<br /> 2,400 240,000 200,000 40,000 800 220,000 400,000 None
<br /> 2,500 250,000 200,000 50,000 1,000 250,000 400,000 None
<br /> 2,600 260,000 200,000 60,000 1,200 280,000 400,000 None
<br /> 2,700 270,000 200,000 70,000 1,400 310,000 400,000 None
<br /> 2,800 280,000 200,000 80,000 1,600 340,000 400,000 None
<br /> 2,900 290,000 200,000 90,000 1,800 370,000 400,000 None
<br /> 3,000 300,000 200,000 100,000 2,000 400,000 400,000 None
<br /> Maximum Day, Fire Protection and Emergency Storage Criteria
<br /> Another approach is to consider the individual storage components for equalization,
<br /> fire demand, and emergency reserve versus the available water supply production
<br /> facilities. The water production and storage must be considered together, since an
<br /> increase in production may decrease the amount of water storage required. Water
<br /> storage requirements using this approach for the Navarre Water System and the
<br /> Highway 12 Water System are summarized in Table 4C-111 and Table 4C-128.
<br /> The current storage is not able to meet the maximum day, fire protection and
<br /> emergency storage criteria for either water system.
<br /> City of Orono Community Management Plan 2020-2040 Part 4C, Page 12
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