North Dakota Administrative Code
Title 89 - Water Commission
Article 89-04 - Water Management Plans for Surface Coal Mining Operations
Chapter 89-04-10 - Dams Constructed of or Impounding Waste Material
Section 89-04-10-02 - Construction of dams
Universal Citation: ND Admin Code ยง 89-04-10-02
Current through Supplement No. 394, October, 2024
1. Waste shall not be used in the construction of dams unless demonstrated through appropriate engineering analysis to have no adverse effect on stability.
2. Plans for dams subject to this section shall be approved by the state engineer before construction.
3. Construction requirements are as follows:
a. Design shall be based on the flood from
the probable maximum precipitation event unless the permittee shows that the
failure of the impounding structure would not cause loss of life or severely
damage property or the environment, in which case, depending on site
conditions, a design based on a precipitation event of no less than
hundred-year frequency may be approved by the state engineer.
b. The design freeboard distance between the
lowest point on the embankment crest and the maximum water elevation shall be
at least five feet [1.52 meters] to avoid overtopping by wind and wave action.
c. Dams shall have minimum safety
factors as follows:
Case ____ | Loading Condition ______________ | Minimum Safety Factor __________________ |
I | End of construction | 1.3 |
II | Partial pool with steady seepage saturation | 1.5 |
III | Steady seepage from spillway or decant crest | 1.5 |
IV | Earthquake (cases II and III with seismic loading) | 1.0 |
d.
The dam, foundation, and abutments shall be stable under all conditions of
construction and operation of the impoundment. Sufficient foundation
investigations and laboratory testing shall be performed to determine the
factors of safety of the dam for all loading conditions in subdivision c and
for all increments of construction.
e. Seepage through the dam, foundation, and
abutments shall be controlled to prevent excessive uplift pressures, internal
erosion, sloughing, removal of material by solution, or erosion of material by
loss into cracks, joints, and cavities. This may require the use of impervious
blankets, pervious drainage zones or blankets, toe drains, relief wells, or
dental concreting of jointed rock surface in contact with embankment materials.
f. Allowances shall be made for
settlement of the dams and the foundation so that the freeboard will be
maintained.
g. Impoundments
created by dams of waste materials shall be subject to a minimum drawdown
criteria that allows the facility to be evacuated by spillways or decants of
ninety percent of the volume of water stored during the design precipitation
event within ten days.
h. During
construction of dams subject to this section, the structures shall be
periodically inspected by a registered professional engineer to ensure
construction according to the approved design. On completion of construction,
the structure shall be certified by a registered professional engineer
experienced in the field of dam construction as having been constructed in
accordance with accepted professional practice and the approved design.
General Authority: NDCC 28-32-02, 61-02-11, 61-03-13
Law Implemented: NDCC 61-02-14
Disclaimer: These regulations may not be the most recent version. North Dakota may have more current or accurate information. We make no warranties or guarantees about the accuracy, completeness, or adequacy of the information contained on this site or the information linked to on the state site. Please check official sources.
This site is protected by reCAPTCHA and the Google
Privacy Policy and
Terms of Service apply.