1. (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)

   175
   175
   175
   150
   150
   150
   125
   125
   125
   100
   100
   100
   75
   75
   75
   50
   50
   50
   25
   25
   25

   160 Number of Connections 200 120 400 800 80 60 20 40

   PEAK DEMAND FOR RESIDENTIAL COMMUNITY WATER SYSTEMS

   (Number of Connections vs Gallons per Minute)

   240 260
   240
   240
   260
   260
   200
   200
   200
   180
   180
   180
   120
   120
   120
   80
   80
   80
   40
   40
   40

   300 Number of Connections 200 80 100 60 40 10 20 30

   PEAK DEMAND FOR MOBILE HOME PARK WATER SYSTEMS

   (Number of Connections vs Gallons per Minute)

   150 160
   150
   150
   160
   160
   125
   125
   125
   100
   100
   100
   75
   75
   75
   50
   50
   50
   25
   25
   25

   300 Number of Connections 200 80 100 60 40 10 20 30

2. (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.