1. (a) Each applicant shall submit specifications with the application for a permit to construct a dam. The specifications shall address every major element in the construction of the dam and the materials used to construct the dam. The specifications shall be clear, legible, and sufficiently detailed to ensure that the dam and appurtenant works will be properly constructed and shall meet the requirements of sound engineering principles and commonly accepted engineering practices. The specifications shall state the minimum quality of materials and workmanship that is acceptable and the required materials tests and testing frequency. The specifications shall cover the following:

   1. (1) The excavation procedures;
   2. (2) the placement and compaction of earthen fill;
   3. (3) the dewatering process;
   4. (4) concrete and reinforcing steel requirements and placement;
   5. (5) the materials for and placement of all conduits;
   6. (6) the materials for and placement of permanent erosion control measures;
   7. (7) drains and seepage control, including aggregate requirements; and

   8. (8) seeding and fencing.

      The specifications shall also include an index. The specifications may be submitted electronically in a form and manner prescribed by the chief engineer.

2. (b) A copy of the plans and specifications that have been approved by the chief engineer shall be accessible at the construction site at all times during construction.

(Authorized by K.S.A. 2006 Supp. 82a-303a; implementing K.S.A. 2006 Supp. 82a-302 and 82a-303a; effective May 1, 1983; amended May 1, 1987; amended May 18, 2007.)