§ 10-5-2. WATER DEMANDS.

Developer will provide with plan submittals estimated demands for maximum day flows based on the following:

(A) Water main design shall be based on maximum day flows, as listed in Table 10-5.1 below, plus fire flows.

(B) Appurtenances (booster, reservoirs and the like) shall be designed for peak hour of the maximum day demand with provisions for fire flow and emergency flows as required.

(C) The peak hour is 1.7 times the maximum day demand.

(D) System pressures should be maintained between 60 and 100 psi for maximum day velocity.

(E) The system should not exceed 5 fps or a head loss of 10 feet per 1,000 feet, whichever is limiting.

Table 10-5.1

Maximum Day Flows

Proposed Development

Maximum Gallons Per Capita Per Day (gpcpd)

Low density residential Less than 5 dwelling units per acre	440 gpcpd
Medium density residential 5 to 7 dwelling units per acre	440 gpcpd
High density residential Greater than 17 dwelling units per acre	440 gpcpd
Commercial, industrial mix	240 gpcpd
Commercial/industrial mix	240 gpcpd
Commercial high rise
No landscaping or desert landscaping	180 gpcpd
With landscaping	240 gpcpd
Industrial (does not include process water)	130 gpcpd
Hotel/motel	200 gal. per room
Schools
Without lunch and/or shower facilities	75 gal. per student
With lunch and/or shower facilities	125 gal. per student
Malls/retail areas	1.5 gal. per sq. foot

(F) If a proposed development does not fit one of the above areas and the maximum is not identified in Table 10-5.1 - Maximum Day Flows, then the maximum day flow will be calculated at 220 gallons per person per day.

(G) The population density for less than 5 dwelling units per acre is 3.2 persons per unit and 2 persons per unit for population densities of 5 or more dwelling units per acre.

(Ord. passed - - )