Mo. Code Regs. Ann. tit. 10, § 60-10.010
PURPOSE: This rule sets forth requirements for submission, review and approval of engineering reports, plans and specifications for community water supply planning and construction.
(1) Report Required. When plans are being made by a supplier of water to a community water system or subdivision for constructing expansions, modifications, and improvements of the water supply source, water treatment facility, or for the development of a new community water system or subdivision, the supplier of water shall submit an engineer-prepared report to the department for review and approval. Upon receipt of an engineering report, the department will evaluate the report and either approve the report in writing or outline the requirements for further investigation.
(2) Plans and Specifications Required.
(A) Construction Permit Authorization.
or a water system serving a subdivision must submit to the department, plans and specifications prepared by an engineer for review and issuance of a written approval to construct prior to initiating construction of—
source(s), and/or a new distribution system; and
ment facilities which would significantly change or alter plant capacity or treatment processes, modification of an existing water supply source which might reasonably result in significant change in the quality or quantity of water originally approved for the source, or expansion or modification of water distribution systems unless a supervised program of design, construction, and construction supervision is maintained by the supplier of water.
advise the supplier of water and his/her engineer of the review findings, and outline additional information or changes necessary for approval.
tions by issuance of a written approval to construct which will describe the facilities to be constructed along with any comments or conditions of approval.
(B) Owner Supervised Program.
desires to conduct a supervised program for construction of water distribution systems, in lieu of submitting plans for approval, must submit to the department a written request for approval.
a period of up to five (5) years. Supervised programs will be periodically reviewed by the department and may be revoked should the supplier of water fail to conduct the program in accordance with the approved plan.
plans and specifications must be submitted to the department for review and issuance of a written approval to construct.
may be made by written request to the department.
imum elements:
mum four-inch (4") diameters so that a minimum pressure of twenty pounds per square inch (20 psi) is maintained under normal flow conditions. Requests for approval to install lesser diameter water mains may be granted by the department upon submission of standard design data, including a hydraulic analysis;
for review by the department, of the entire water distribution network including all appurtenances to the network, such as valves, hydrants, and cleanouts, along with plans and specifications of projects under construction;
sources of contamination by—
aration of water mains from any existing or proposed sanitary sewer, force main, or storm sewer. The distance must be measured edge-to-edge. Installation of the water main closer to a sanitary sewer is acceptable where the water main is laid in a separate trench or on an undisturbed earth shelf located on one (1) side of the sanitary sewer at an elevation so the bottom of the water main is at least eighteen inches (18") above the top of the sanitary sewer;
teen inches (18") between the outside of the water main and the outside of the sanitary sewer, force main, or storm sewer where water mains cross sanitary sewer mains, force mains, or storm sewers. This shall be the case where the water main is either above or below the sanitary sewer, force main, or storm sewer. At crossings, one (1) full length of water pipe must be located so both joints will be as far from the sanitary sewer, force main, or storm sewer line as possible. Special structural support for the water and sanitary sewer, force main, or storm sewer pipes may be required;
through or come in contact with any sanitary sewer manhole; and
tions necessary where the conditions in parts (2)(B)5.C.(I)–(IV) cannot be met.
(4) All construction work must conform to approved plans and specifications.
(5) Final Approval of Construction.
AUTHORITY: section 640.100, RSMo 2016.* Original rule filed May 4, 1979, effective Sept. 14, 1979. Amended: Filed April 14, 1981, effective Oct. 11, 1981. Amended: Filed April 13, 2018, effective Dec. 30, 2018. *Original authority: 640.100, RSMo 1939, amended 1978, 1981, 1982, 1988, 1989, 1992, 1993, 1995, 1996, 1998, 1999, 2002, 2006, 2012, 2014.