(1) Rule Applicability.
(a) This rule applies to public drinking water systems categorized as community water systems as defined by rule R309-100-4(2), and to non-transient non-community water systems that have system demands higher than required by R309-510 or with demands for fire suppression. All public drinking water systems are still required to comply with R309-550-5 with respect to water main design, which may require a hydraulic analysis. Submission of the Hydraulic Model Report, as defined in R309-511-7 and 8, is not required for projects meeting one of the following criteria:
(i) public drinking water projects that will not result in negative hydraulic impact, such as, but not limited to;
- (A) addition of new sources in accordance with R309-515;
- (B) adding disinfection, fluoridation, or other treatment facilities that do not adversely impact flow, pressure or water quality;
- (C) storage tank repair or recoating;
- (D) water main additions with no expansion of service (e.g., looping lines);
- (E) adding transmission lines to storage or sources without adding service connections;
- (F) adding pump station(s) from source or storage upstream of distribution service connections; or,
- (G) public drinking water projects that have negligible hydraulic impact as determined by the Director.
- (ii) public drinking water projects that are a part of a planned phase of a master plan previously approved by the Director per R309-500-6(3)(a);
- (iii) the water system maintains and updates a hydraulic model of the system, and has designated a professional engineer responsible for overseeing the hydraulic analysis in meeting the requirements of R309-511 in writing to the Director; or,
- (iv) the water system has a means that is deemed acceptable by the Director to gather real-time data indicative of hydraulic conditions in model scenarios of R309-511-5(9), and the real-time data show the system is capable of meeting the flow and pressure requirements for the additional demands placed on the existing system.
- (b) Professional Engineer's certification of the hydraulic modeling results, as defined in R309-511-4(2)(c) and R309-511-6(1), shall be part of the submission of plans for any public drinking water project as defined in R309-500-5(1) except for the projects listed under R309-511-4(1)(a)(i).
- (c) A public water system must clearly identify the reason in the plan submittal if it wishes to demonstrate that R309-511 does not apply to a new construction project. In some cases, supporting documentation may be needed.
- (d) If there are existing deficiencies in the water system, the Director may allow a new construction project to proceed in accordance with the plan review requirements in R309-500 through 550 as long as the public water system demonstrates that the new construction project is located in a hydraulically separated area and does not adversely impact the existing deficiencies, or does not create new deficiencies within the water system.
(2) Rule Elements.
- (a) conduct a hydraulic modeling evaluation consistent with the requirements as set forth in this rule and R309-510. This model shall include either the entire public drinking water system or the specific areas affected by the new construction if hydraulically separated areas exist within the water system;
- (b) calibrate the model using field measurements and observations;
- (c) certify in writing to the Director that the design complies with the sizing requirements of R309-510 and the minimum water pressures of R309-105-9;
- (d) prepare and submit a Hydraulic Model Design Elements Report (see R309-511-7); and,
- (f) prepare a System Capacity and Expansion Report if required (see R309-511-8).
The public water system or its agent, in connection with the submission of plans and specifications to the Director, shall perform the following:
KEY: drinking water, hydraulic modeling
Date of Last Change: January 21, 2014
Notice of Continuation: February 10, 2025
Authorizing, and Implemented or Interpreted Law: 19-4-104