(2) In addition to the basic requirements for
all permits listed in
10 CSR
22-3.020, the construction permit application for an
industrial water retention dam and reservoir shall be prepared under the
direction of and certified by an experienced professional engineer and shall be
in accordance with practices reputable and appropriate in the engineering,
geologic, and construction professions.
(A)
The engineer who plans and designs an industrial water retention dam and
reservoir or its modification shall assess the sequence, timing, method of
placement and stability control program during construction from the beginning
of the starter dam or modification through the life of the structure and after
operation ceases or until the dam and reservoir no longer need a
permit.
(B) Adequate records, as
required by best practices in the geologic and engineering professions, shall
be kept and made available to the council or chief engineer for the
construction, maintenance, and operation procedures. Adequate instrumentation
and monitoring of seepage water shall be provided where necessary. Any
significant settling or movement in the foundation of the dam should be
measured if possible. Trained personnel and adequate supervision shall be
provided to insure the construction and operation of the dam and reservoir are
carried out to specifications.
(C)
The following information shall be provided by the owner:
1. A description of the system used to
deposit tailings on the dam;
2.
Up-to-date topographic map(s) showing the location of the proposed dam, the
upstream watershed, the reservoir, and the downstream environment zone. An
up-to-date United States Geological Survey topographic map is considered
minimum;
3. The location(s) of
surface and underground mine workings if these workings would cause, would
contribute to the cause, or would be affected in the event of
failure;
4. Exploration records and
results including the location of all exploration, especially in the area of
the core trench, the method(s) used to explore the site, a record of what was
found, the method(s) used to obtain samples, and the number of samples
taken;
5. Testing records and
results including information on the care and treatment of samples, types of
tests performed on samples or in situ, reference(s) to or the procedures used
in testing, and the test results. Physical and mechanical properties of
foundation and construction materials must include the information source for
these values especially if they are not the results of testing;
6. The geotechnical design procedure(s) or
method(s) shall be identified and referenced or described so that they may be
reviewed and their applicability verified. This shall include all assumptions
made. The geotechnical procedure(s) or design results shall include the minimum
computed factors of safety and they must meet or exceed the design factors of
safety (see 10 CSR
22-3.020(4) ). The geotechnical
design information shall be presented for the foundation core trench and dam
embankment. Earthquake loading must be analyzed as outlined in
10 CSR
22-3.020(5) and (6);
7. Type and physical properties of the liquid
and solid materials to be used in construction of the dam and contained in the
reservoir;
8. The changes created
in the downstream environment zone as the dam and reservoir become
incrementally larger;
9. The
embankment changes and new factors of safety for stability as the dam and
reservoir become incrementally larger;
10. If a starter dam is used, whether it will
be pervious or impervious;
11. The
expected crest elevation, dam configuration, spillway elevation, and the size
and configuration of each successive stage of the dam shall be
included;
12. Anticipated storage
volume of solid or semisolid materials and of liquids at the completion of the
dam;
13. The structural design
procedure(s) or method(s) shall be identified and referenced or described so
that they may be reviewed and their applicability verified. Design results for
concrete dams and concrete structures appurtenant to embankment dams shall
provide for and show an adequate factor of safety for normal and maximum
loading conditions of compression, tension, shear, torsion, buckling, sliding,
and overturning;
14. Hydrologic
information used to evaluate the watershed, reservoir, spillway, and downstream
environment zone including the watershed area, rainfall rate and duration,
antecedent moisture conditions, time of concentration, area capacity curves,
description of spillway elevation(s), type(s), dimensions, locations, cross
sections and profiles, dam crest elevation, and the downstream valley cross
sections;
15. Hydrologic/hydraulic
design procedure(s) or method(s) used shall be identified and referenced or
described so that they may be reviewed and their applicability verified. This
shall include all assumptions made. The hydrologic/hydraulic procedure(s) or
design results shall include the reservoir inflow hydrograph, the reservoir
outflow hydrograph, the spillway discharge capacity, the freeboard at the
maximum water storage elevation and the environmental class of the dam. The dam
shall be capable of safely containing or discharging the required design flood
(see 10 CSR
22-3.020(5) );
16. The hydrologic changes, the spillway
alterations proposed, and the freeboard changes as the dam becomes
incrementally larger;
17. Location
and design of diversion channels or other structures to control stream flow
during or after construction shall be provided if failure of these channels or
other structures would affect the stability or hydrologic conditions of the
dam. Stream diversion systems used during construction shall be designed to
provide protection to the dam and to protect public safety, life and
property;
18. Location and design
of any diversion channels or other structures to control runoff or reclaimed
water;
19. Construction control and
inspection procedures shall be determined by the engineer and used during the
construction of a new dam and reservoir or modification of an existing dam and
reservoir. Construction control and inspection procedures shall include
compaction testing and density testing and any other quality control measures
used to insure compliance with the construction specifications;
20. Procedures shall be used for
record-keeping and monitoring throughout the construction, enlargement, or
modification process to provide information about any construction progress and
conditions that may cause difficulties during construction;
21. The location of and protective measures
used in conjunction with all drain lines, sewer lines, utilities, or other
structures that pass through or under the dam;
22. Topographic surveys showing the location
of baselines, centerlines, and other horizontal and vertical control points
sufficiently accurate to locate the proposed construction and to define the
volume of storage in the reservoir at each planned stage of
construction;
23. Two (2) sets of
plans and specifications including:
A. Graphic
scales for all scaled drawings;
B.
The title, displayed identical on the plans and the specifications, shall
include: the name of the dam; the name of the owner; whether the work shows an
existing dam, a proposed dam or an enlargement, repair or alteration of the dam
and reservoir; the county(ies) the dam and reservoir are in; the location of
the dam by quarter section, section, township and range, or by geodetic
coordinates; and each sheet shall have in an appropriate title block the name
of the dam as well as the sheet number in relation to the total, for example,
sheet one (1) of twelve (12); and
C. Certification by the experienced
professional engineer and the owner shall be placed near the lower right-hand
corner of the title sheet (first sheet) of the drawing. The certifications
shall be as presented in figures 1 and 2 (see figures 1 and 2
preceding);
24. If a
construction permit is requested to convert a dam to a retaining or retarding
structure, the procedure to be followed in making the conversion shall be
described by the owner; and
25. The
procedure set up for regular inspection by the owner. The owner shall develop
an emergency action plan, inspect his/her dam and reservoir regularly and as
necessary to protect public safety, life and property. A list of items to be
inspected, a time schedule for these inspections and a form for reporting the
results shall be established by the council or chief engineer. Items that shall
receive maintenance to and/or inspections on a daily basis during periods of
active dam enlargement include: the spigots or cyclones; the decant lines; the
position of the water pool in relation to the spillway, decant intake and crest
of the tailings dam; drain lines checked for quantity of water and sediment;
the embankment observed for visual defects such as slides or significant
seepage changes; the spillway shall be checked to verify that it has not become
blocked.
(D) The council
or chief engineer may require the following action and information from the
owner:
1. Procedures set up to provide regular
maintenance and minor repairs to the dam and reservoir during construction and
enlargement so that the dam and reservoir are maintained in a safe condition
and a complete history of its performance is available;
2. Location and types of instrumentation,
drainage, and/or seepage control facilities. Monitoring equipment and drainage
and seepage control facilities are recommended for all dams and reservoirs,
however, depending on conditions they may be mandatory items if necessary to
accomplish the purposes of the law; a list of items to be inspected, a time
schedule for these inspections, and a form for reporting the results shall be
established by the council or chief engineer;
3. The downstream environment zone warning
procedure to be used if dam failure is a threat. A downstream environment zone
warning system is recommended for all dams and reservoirs, however, depending
on conditions, it may be necessary to accomplish the purposes of the law. This
would consist of the current name(s) of the dam and reservoir owners
representative(s) responsible for giving notification of a threat of failure
and the current phone numbers of appropriate local police and other persons
having emergency assistance authority;
4. Upstream slope protection from wave
action; and
5. Additional actions
or information as required to protect public safety, life and property and to
accomplish the purposes of the law.
(E) Visits for the purpose of inspecting
during or after construction or observation of operation and maintenance may be
made by the council, the chief engineer, or member of the chief engineer's
staff. Visits will be at any reasonable time following reasonable notice,
except that in the case of an emergency threatening public safety, life or
property, inspection may be made at any time.
(F) Drawings to show changes shall be
submitted when changes are made to the original plans including, without
limitation, changes in incremental dam crest heights, spillway locations, and
cross sections.