1. (1) General.

   1. (a) Backwash Water Tanks.

      Backwash water tanks shall be sized, in conjunction with available pump units and finished water storage, to provide the backwash water required by R309-525-15(7). Consideration shall be given to the backwashing of several filters in rapid succession.

   2. (b) Clearwell.

      1. (i) When finished water storage is used to provide the contact time for chlorine (see R309-520-10(1)(f), especially sub-section (f)(iv)), special attention must be given to size and baffling.
      2. (ii) To ensure adequate chlorine contact time, sizing of the clearwell shall include extra volume to accommodate depletion of storage during the nighttime for intermittently operated filtration plants with automatic high service pumping from the clearwell during non-treatment hours.
      3. (iii) An overflow and vent shall be provided.

      Clearwell storage shall be sized, in conjunction with distribution system storage, to relieve the filters from having to follow fluctuations in water use.

   In addition to the following, the applicable design standards of R309-545 shall be followed for plant storage.

2. (2) Adjacent Compartments.

   Finsihed drinking water shall not be stored or conveyed in a compartment adjacent to unsafe water when the two compartments are separated by a single wall. The Director may grant an exception to this requirement for small "package" treatment plants using metal tanks of sufficient wall thickness.

3. (3) Basins and Wet-Wells.

   Receiving basins and pump wet-wells for finished drinking water shall be designed as drinking water storage structures. (See Section R309-545)

KEY: drinking water, flocculation, sedimentation, filtration

Date of Last Change: August 28, 2013

Notice of Continuation: February 10, 2025

Authorizing, and Implemented or Interpreted Law: 19-4-104