15A NCAC 18C .0802 CAPACITIES: DETERMINING PEAK DEMAND
(a) The following charts shall be used to determine the peak demand for campground, residential community, and mobile home park water systems:
PEAK DEMAND FOR CAMPGROUND WATER SYSTEMS
(Number of Connections vs Gallons per Minute)
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175 |
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150 |
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125 |
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100 |
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75 |
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50 |
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25 |
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160
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PEAK DEMAND FOR RESIDENTIAL COMMUNITY WATER SYSTEMS
(Number of Connections vs Gallons per Minute)
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240 260 |
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200 |
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180 |
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120 |
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80 |
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40 |
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300
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PEAK DEMAND FOR MOBILE HOME PARK WATER SYSTEMS
(Number of Connections vs Gallons per Minute)
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150 160 |
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125 |
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100 |
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75 |
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50 |
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25 |
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300
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(b) The peak demand for non-transient, non-community water systems shall be determined based on the total demand weight of fixtures in accordance with the procedures of the North Carolina State Building Code, Volume II, Plumbing Section that are hereby incorporated by reference including any subsequent amendments and editions. Copies are available for public inspection as set forth in Rule .0102 of this Subchapter.
History Note: Authority G.S. 130A‑315; 130A‑317; P.L. 93‑523;
Eff. January 1, 1977;
Readopted Eff. December 5, 1977;
Amended Eff. April 1, 2014; July 1, 1994; June 30, 1980;
Pursuant to G.S. 150B-21.3A, rule is necessary without substantive public interest Eff. November 23, 2015.