Current through
Register Vol. 49, No. 2, February 2024
TITLE VII
RULES GOVERNING DESIGN AND OPERATION OF DAMS
SUBTITLE I. GENERAL PROVISIONS
Section 701.1 PURPOSE.
(a) Provide for the comprehensive regulation
and supervision of dams for the protection of the health, safety, welfare and
property of the citizens of Arkansas.
(b) Assure proper planning, design,
construction, maintenance, monitoring and supervision of dams, including such
preventive measures as are necessary to provide an adequate margin of
safety.
Section 701.2
AUTHORITY. Rules governing design and operation of dams within the state of
Arkansas are promulgated under authority of Subchapter 2 of Chapter
22 of Title 15 of the Arkansas Code of
1987.
Section 701.3 SCOPE OF
REGULATIONS. All dams within the state of Arkansas, except those owned by the
U.S. Army, Corps of Engineers or those exempted by Section
701.4,
must have a valid construction and operation permit issued under the provisions
of this title.
Section 701.4
EXEMPTIONS. Dams meeting either of the following criteria are not subject to
rules contained in this title, unless the subtitle LX of this title is
successfully invoked.
(a) Dams with height of
dam less than 25 feet.
(b) Dams
with normal storage capacity less than 50 acre-feet.
(c) Dams with crest elevations below the
ordinary high water mark of the stream at that location.
Section 701.5 CONSTRUCTION PERMIT. A permit
issued by the commission is required prior to construction of any dam not
exempted under Sections
701.3
or
701.4
of this title.
Section 701.6
OPERATION PERMIT. Before water is deliberately impounded by closing drain
gates, an operation permit must be issued by the commission. An operation
permit will normally be issued by the Chief Engineer upon completion of final
inspection and receipt of the Certificate of Substantial Compliance by the
owner's engineer (see section
704.6
).
Section 701.7 TRANSFER OF
PERMIT. Within six (6) months after change of ownership of a permitted dam, the
new owner shall notify the commission. The commission shall immediately issue a
dam permit in the name of the new owner.
Section
701.8 DEFINITIONS. Unless clearly indicated by context, the
following words and terms, when used in this Title, shall have meanings as
defined herein:
(a) Certificate of Permit
Approval - Certificate issued by Executive . Director stating that application
for dam permit has been approved, and that construction will be authorized upon
written approval of final plans and specifications by the Chief
Engineer.
(b) Chief Engineer - The
Deputy Director/Chief Engineer of the Soil and Water Conservation
Commission.
(c) Commission - The
Arkansas Soil and Water Conservation Commission.
(d) Construction cost - Estimated or actual
material and labor costs, including excavation, embankment placement,
spillways, gates, valves, and conduits. Shall not include costs of: land,
reservoir clearing, engineering, water treatment facilities, or other costs not
directly related to construction of the dam.
(e) Dam - Any barrier, including one for
flood detention, designed to impound liquid volumes. This shall not include
highway, railroad or other roadway embankments, including low water crossings
that may temporarily detain floodwater, levees designed to prevent inundation
by floodwater, or closed dikes to temporarily impound liquids in the event of
emergencies.
(f) Effective crest of
the dam - The elevation of the lowest point on the crest of the dam excluding
spillways.
(g) Executive Director -
The Executive Director of the Arkansas Soil and Water Conservation
Commission.
(h) Existing dam:
(1) Any dam constructed prior to July
1,1957.
(2) Any dam constructed
prior to November 20, 1990, in accord with rules of the commission in effect at
the time of construction.
(i) Height of dam - The vertical distance
from the effective crest of the dam to the lowest elevation on the downstream
toe of the dam, including the natural stream channel.
(j) Maximum storage capacity - The volume of
the impoundment created by the dam at the effective crest of the dam.
(k) Minimum release - Daily quantity of water
which must be
(k) Minimum release -
Daily quantity of water which must be released to preserve downstream riparian
rights, permitted non-riparian rights or to meet instream water needs
including, but not limited to those of fish and wildlife.
(L) Normal storage capacity - The volume of
the impoundment created by the dam at the lowest uncontrolled spillway
crest.
(m) Probable maximum flood
"PMF" - The flood magnitude that may be expected from the most critical
combination of meteorologic and hydrologic conditions that are reasonable
possible for a given watershed.
(n)
Probable maximum precipitation "PMP" - The greatest theoretical depth of
precipitation for a given duration that is physically possible over a given
size storm area at a particular geographical location at a certain time of the
year. PMP values are to be determined from Hvdrometerological
Report Number 51. Probable Maximum Precipitation For United States East of
105th Meridian.
(o) Proposed dam - Any dam, constructed or
yet to be constructed, which is not included in the definition of existing
dams.
(p) Spillway design flood
"SDF" - The flood criteria that must be considered in design of a proposed
dam.
(q) Spillway evaluation flood
"SEF" - The flood criteria that must be considered in the hydrologic evaluation
of an existing dam.
(r) Volume dam
is designed to impound - For annual permit fee computation: the normal storage
volume less storage designed to contain sediment accumulation over the life of
the structure.
Section
701.9 DUTIES, OBLIGATIONS, AND LIABILITIES OF DAM OWNERS. Nothing
in these rules shall be construed to relieve an owner or operator of a dam or
reservoir of the legal duties, obligations or liabilities incident to ownership
or operation.
Section 701.10
REGISTERED PROFESSIONAL ENGINEER. Preparation of all plans and specifications,
and the construction, enlargement, alteration, repair or removal of dams
subject to commission review shall be under the supervision of an engineer
registered in this state or an authorized agent of the federal
government.
Section 701.11
EXCEPTIONS. The commission may grant exceptions to requirements contained
within this title if it is determined that such requirement is unnecessary due
to the physical conditions involved. Any variance from these rules must be
supported by a written approval by the commission's Executive Director setting
forth the reason for its granting and the limits placed thereon.
Section 701.12 NO LIABILITY BY COMMISSION,
EMPLOYEES, OR AGENTS. No action shall be brought against the state or the
commission or its employees or agents for the recovery of damages caused by the
partial or total failure of any dam or reservoir or through the operation of
any dam or reservoir upon the grounds that the defendant is liable by virtue of
any of the following:
(a) The approval of the
dam or reservoir, or approval of flood-handling plans during
construction;
(b) The issuance or
enforcement of orders relative to maintenance and operation of the dam or
reservoir;
(c) Control and
regulation of the dam or reservoir;
(d) Measures taken to protect against failure
during an emergency.
SUBTITLE II. FEES.
Section 702.1 INITIAL ESTIMATED APPLICATION
REVIEW FEES. Any application for permitting a proposed dam after July 2, 1989
shall be accompanied by a check for one percent (1%) of the estimated
construction cost of the dam or $100.00, whichever is greater, except that no
application review fee shall exceed $500.00.
Section 702.2 FINAL COST REPORT. Within 45
days after completion of construction, the owner shall provide to the
Commission a report of actual construction costs.
Section 702.3 FINAL APPLICATION REVIEW FEES.
If fee computed on actual costs exceed fee computed on estimated costs by more
than ten percent (10%), an additional application review fee must be paid to
the Commission. The amount of the additional fee shall be the difference
between the fee computed on the actual construction costs and the amount
previously paid. In the event fees computed on actual costs are less than
ninety percent of fee computed on estimated costs, the owner shall be refunded
an amount equal.to the difference between the amount previously paid and the
fee computed on the actual construction costs.
Section 702.4 ANNUAL PERMIT FEE. The annual
permit fee shall be computed as specified in A.C.A.
15-22-219, as may
be amended from time to time.
Excerpt from A.C.A.
15-22-219
Any person obtaining a permit under the provisions of
15-22-210
shall, in consideration therefor, pay to the commission a fee equal to five
cents (5#) per acre-foot of water which the dam involved is designed to
impound, but not less than twenty -five dollars ($25.00). The permit shall
provide that the same fee shall be paid by that person to the commission each
year thereafter during which the dam is maintained, on or before the
anniversary date of the issuance of the permit.
SUBTITLE III. DESIGN AND EVALUATION OF DAMS
Section 703.1 CLASSIFICATION OF DAMS. All
dams will be classified or reclassified as required to assure appropriate
safety considerations. The three size classifications (small, intermediate, and
large), based on height of dam and impoundment capacity, and the three hazard
classifications (low, significant, and high), are combined to determine a dam's
spillway design or evaluation flood. A dam's classification does not indicate
the physical condition of a dam.
Section
703.2 'SIZE CLASSIFICATION CRITERIA. Size classification is based
on the height of the dam or maximum reservoir storage capacity, and shall be in
accordance with Table 1 of this section. Size classification is the most
stringent category determined for either storage or height.
Table 1
SIZE CLASSIFICATION
CATEGORY |
MAXIMUM STORAGE (ACRE-FEET) |
HEIGHT (FEET) |
Small |
Less than 1000 |
Less than 40 |
Intermediate |
Greater than or equal to 1000 and less than
50,000 |
Greater than or equal to 40 and less than 100 |
Large |
Greater than or equal to 50,000 |
Greater than or equal to 100 |
Section
703.3 HAZARD CLASSIFICATION CRITERIA. Hazard potential
classification shall be the most stringent classification based upon either
potential loss of human life or economic loss in accord with Table 2 of this
section.
Table 2 HAZARD POTENTIAL CLASSIFICATION
CATEGORY |
LOSS OF HUMAN LIFE |
ECONOMIC LOSS |
Low |
None expected (no permanent structures for human
habitation) |
Minimal (Undeveloped to occasional structures
agricultural improvements.) |
Significant |
Possible, but not expected (a small number of inhabitable
structures) |
Appreciable (notable agricultural, industrial, or
commercial development) |
High |
Expected (Urban development or large number of
inhabitable structures). |
Excessive (Extensive public, industrial, commercial, or
agricultural development) |
Section
703.4 HYDROLOGIC CRITERIA FOR DAMS.
(a) Hydrologic criteria contained in Table 3
are the minimum acceptable spillway design flood (SDF) for proposed dams as
defined in section
701.8
of this title (definitions).
(b)
Exceptions to Minimum Hydrologic Criteria - Minimum criteria may be reduced if
properly prepared dam breach analyses show that dam failure during the spillway
design flood would cause an increase in flood level of one foot or less at or
downstream of the first inhabitable structure or financially significant
development.
Table 3
HYDROLOGIC CRITERIA FOR DAMS
CLASSIFICATION HAZARD |
SIZE |
MINIMUM FLOOD |
HYDROGRAPH Low (No. 3) |
Small
Intermediate
Large |
50 to 100 year freq. .25 PMF to .50 PMF .50 to .75
PMF |
Significant (No. 2) |
Small
Intermediate
Large |
.25 PMF to .50 PMF .50 PMF to PMF PMF |
High (No. 1) . |
Small
Intermediate Large . |
; .50 PMF to PMF PMF PMF |
NOTE: Where ranges are given in this table the minimum flood
hydrograph shall be determined by straight line interpolation of rainfall,
based upon the effective height of dam or maximum storage volume, whichever is
greater.
Section
703.5 DOWNSTREAM RELEASES,
(a)
Each dam constructed after the effective date of these regulations shall be
equipped with a release port(s) designed to release a flow of water for
instream uses and downstream riparian.
(b) Minimum release quantities shall be
sufficient to maintain existing instream and offstream uses and shall be
defined on a case by case basis after consideration of the best available low
flow information. .
(c) Minimum
release ports must be designed to operate without manual
intervention.
Section
703.6 RESERVOIR DRAIN CONDUIT,
(a) All proposed dams must include a
permanent facility for draining the reservoir.
(b) Such conduit shall have a minimum
diameter of twelve (12) inches for watershed areas less than one square mile
and eighteen (18) inches for watershed greater than one square mile. Such
conduits must be capable of lowering the surface of the reservoir at a rate not
less than two "2" inches per day (at normal pool) while inflow to the reservoir
is twice the annual average daily flow.
(c) Operating equipment for the drain
facility must be accessible from above the maximum design water surface, unless
inlet design is such that conduit is flowing at capacity at a lower
elevation.
Section 703.7
STRUCTURAL CRITERIA. All dams must be designed in accord with currently
accepted engineering practice. Acceptable guidelines include those published
and recommended by the U. S. Army. Corps of Engineers; U. S. Department of
Agriculture, Soil Conservation Service; and U. S. Department of Interior,
Bureau of Reclamation.
As a minimum, the design must address the following:
(a) Slope stability under all probable
loading conditions.
(b) Stability
against sliding and overturning.
(c) Adequacy of foundation for imposed
loads.
(d) Adequacy of energy
dissipating devices at discharge points.
(e) Adequacy of channels and conduits for
expected flows
(f) Protection of
embankments and other earth slopes from erosion.
(g) Stability against seismic forces for all
"High Hazard" dams in seismic zones 2 and 3, and all "Significant Hazard" dams
located in Seismic zone 3.
Section
703.8 EVALUATION OF EXISTING DAMS.
(a) Existing dams may be reevaluated if
development of downstream areas warrant. Minimum acceptable spillway evaluation
floods (SEF) shall be defined by Hydrologic criteria presented in Table 3 of
this title. Overtopping during the SEF may be allowed if properly prepared
analyses demonstrate that:
(1) overtopping
will have a return interval greater than 25 years; and
(2) the dam would withstand the projected
overtopping without failure. Dams not meeting minimum criteria are deemed below
acceptable limits and are subject to necessary action under Subtitle VII of
this title.
(b) Existing
low hazard dams are exempt from hydrologic criteria given in Table 3, and other
existing structures may be exempt if properly prepared dam breach analyses show
that dam failure during the specified flood will result in a flood level
increase of one (1) foot or less.
(c) Structural Evaluation - Evaluation of an
existing structure shall include, but is not limited to: visual inspections and
evaluations of potential problems such as leakage, seepage, cracks, slides,
conduit control malfunctions and other structural and maintenance deficiencies
which could lead to failure of a structure. An active and progressive
deteriorating condition is sufficient for a finding that an existing dam is
structurally inadequate.
Section
703.9 INTERIM ALTERNATIVES. At the time the commission considers
the permanent upgrading or removal of an inadequate dam, the dam owner may
request the commission to consider interim alternatives including but not
limited to temporary repairs, reservoir dewatering, insurance coverage, and/or
downstream warning and evacuation plans. Consideration shall be given to the
time required to overcome economic, physical and legal restraints to upgrading,
the prospect of permanent repair, current use of the facility, degree of risk
and public welfare.
Section 703.10
EMERGENCY MANAGEMENT. The Executive Director may request, and/or the commission
may order a dam owner to provide sufficient data to plan for potential effects
of failure or malfunction of a dam and/or associated appurtenant
facilities.
Section 703.11
VARIANCE. Upon request by the owner of an existing dam which does not meet the
hydrologic criteria stated in Section
703.4
of this title, the Chief Engineer may authorize a variance from this criteria.
The Chief Engineer's decision shall consider:
(a) consequences of dam failure,
(b) the owner's proposal for reduction of
hazards,
(c) barriers to upgrading
of the structure, and
(d) other
pertinent factors.
SUBTITLE
IV. CONSTRUCTION REQUIREMENTS
Section
704.1 PLANS AND SPECIFICATIONS. Written approval of plans and
specifications must be obtained from the Chief Engineer prior to start of
construction.
Section 704.2
CONSTRUCTION INSPECTION. An agent of the design engineer must be on site during
construction to insure that techniques and materials used comply with plans and
specifications.
Section 704.3
CONSTRUCTION RECORDS. The applicant (or applicant's engineer) must retain
construction records throughout the life of the dam. As a minimum, the records
must include:
(a) Daily log of construction
activities
(b) Record of personnel
and equipment on site.
(c)
Documentation of soil tests such as standard proctor, in-place density, and
moisture.
(d) Documentation of
concrete cylinder tests.
(e) Copies
of all engineering change orders and field change notes.
Section 704.4 EROSION PROTECTION. During
construction, adequate measures must be taken to prevent excessive erosion and
off site sedimentation. Suitable techniques include: temporary vegetation,
mulching, staked straw bales, filter fences, and chemical stabilization. Other
techniques may be used if approved by the Chief Engineer.
Section 704.5 FINAL INSPECTION. Upon
substantial completion of construction, the owner must notify the commission
and schedule a final inspection of the work.
Section 704.6 ENGINEER'S CERTIFICATION. Upon
completion of construction, the project engineer shall file with the
commission^ certificate of substantial compliance with approved plans and
specifications.
Section 704.7
RECORD DRAWINGS. Within sixty (60) days after completion of construction, the
owner, or his engineer shall submit to the Chief Engineer a complete set of
record drawings of the project for filing with the permanent records of the
commission.
Section 704.8 PERMANENT
REFERENCE MARKS. Two or more permanent reference mark(s) shall be established
for future use near but separate from the dam. Accurate location(s) and
elevation(s) above mean sea level shall be shown on the record
drawings.
SUBTITLE V.
OPERATION AND MAINTENANCE
Section 705.0
COMPLIANCE WITH APPROVED DOCUMENTS.
Operation and maintenance must be carried out in accord with
documents filed by the owner or owner's engineer in obtaining the dam
permit.
Section 705.1
EROSION PROTECTION. Maintenance of adequate means to protect embankments,
abutments, and earthen channels from erosion is required. -
Section 705.2 WOODY VEGETATION PROHIBITED.
Growth of woody vegetation is not permitted in the following locations:
(a) Spillways
(b) Upstream or downstream
embankments
(c) Within 20 feet of
the downstream toe or abutments of dams or dykes
(d) Crest of dam or dyke
Section 705.3 VEGETATION PROHIBITED ON
CONCRETE OR MASONRY STRUCTURES. No grass, vines, bushes, trees or other
vegetation is permitted to grow in cracks or joints of concrete or masonry
structures.
Section 705.4
OPERATION OF GATES AND CONTROLS. All gates, valves and controls, including
drain gates must be maintained in operational condition. Operation of each such
item must be tested at least annually, and such tests must be documented in the
owner's permanent records.
Section
705.5 REPAIRS AND MODIFICATIONS. Written .
approval by the Chief Engineer is required before repairs or
modifications to the dam or appurtenances may be undertaken. Plans and
specifications prepared by a registered professional engineer may be required
for major actions.
Section
705.6 RECORDS. Owner must retain, for the life of the structure,
documentation of all owner's inspections, and repairs or modifications to the
dam or appurtenances.
SUBTITLE
VI. INSPECTION
Section 706.1
OWNER'S INSPECTION. At least once per year and after each major storm event,
the owners of High hazard potential dams (or owner's agent) must perform a
visual inspection of the dam. Any deterioration of the dam or appurtenances
must be reported to the commission, and remedial measures undertaken after
approval by the Chief Engineer.
Section
706.2 COMMISSION INSPECTION. Commission personnel will
periodically perform inspections of each permitted dam. Routine commission
inspections are of two types:
a) Maintenance
and Operation;
b) Dam Safety
Evaluation. The frequency of these inspections will vary according to the
hazard rating, size and condition of the dam. Emergency inspections will be
performed when conditions warrant.
Section 706.3 ACCESS. The owner or owner's
agent must provide commission personnel access to the dam during reasonable
working hours for routine inspections. Access during emergency conditions must
be available to commission personnel.
Section
706.4 ASSISTANCE BY OWNER. The owner or owner's agent may be
requested to provide limited assistance to commission personnel in performing
inspections. Requested assistance may include:
(a) Operating gates, valves and other
controls.
(b) Cutting excessive
vegetation in preparation for Dam safety evaluations (not for routine operation
and maintenance inspections).
SUBTITLE VII. ENFORCEMENT
Section 707.1 NOTICE OF NON EMERGENCY
DEFICIENCY.
Upon discovery of a deficiency, which does not immediately
threaten the dam's safety, the Chief Engineer will issue a letter specifying
actions necessary to remedy the problem and requesting a timetable for
implementing the required actions. Upon receipt and acceptance of a timetable,
a consent order will be issued which will embody the agreed upon actions and
timetable.
Section 707.2
EMERGENCY REMEDIAL ORDERS. Upon discovery of a condition which renders a dam
subject to rapid failure, the Executive Director may issue an Emergency
Remedial Order describing actions which must be taken to protect life and
property.
Section 707.3 PUBLIC
HEARINGS. In the event remedial measures cannot be accomplished through the
means of consent orders, the Executive Director shall cause a public hearing to
be conducted to present the staffs proposed order and accept testimony. The
hearing shall be conducted in the county in which the dam is located. Public
notice of the hearing shall be provided in a manner consistent with Section
708.6
of this title.
Section 707.4
COMMISSION ORDERS. After review of findings of the public hearing, the
commission may issue orders compelling specified actions.
Section 707.5 PENALTIES. Persistent non
compliance with commission rules or disregard of commission orders may result
in fines of up to $10,000. In general penalties will be set by doubling the
costs incurred by the commission.
Section
707.6 APPEALS. Actions by the commissions may be appealed as
described in Subtitle V of Title I Rules of Organization and
General Operation of the Arkansas Soil and Water Conservation
Commission.
SUBTITLE
VIII APPLICATION PROCEDURE.
Section
708.1 APPLICATION FORM Applicants for permits for proposed dams
must provide all applicable information requested on the form supplied by the
commission. Applicants for permits for existing dams may omit information
marked as "optional" if not available.
Section
708.2 COMMISSION REVIEW. Upon receipt of application for dam
permit, the commission staff will undertake a comprehensive review of data
presented to ascertain compliance with engineering practice, state law, and
commission rules.
Section 708.3
WATER PLAN COMPLIANCE. Filing of an application to permit a proposed dam also
serves as filing for Water Plan Compliance Certification as described in
Section
602.5
of the commission's rules. The water plan compliance process may run
concurrently with the dam permit review.
Section
708.4 PUBLIC NOTICE. Upon completion of staff review, and
satisfaction of any deficiencies, the Executive Director will cause a Public
Notice to be published two times, one week apart. The Public Notice will be
placed in a newspaper having general circulation in the county in which the dam
is located. Information in the public notice will include: the owner's name and
address, the dam's location, pertinent physical data describing the dam, and
the proposed action of the commission. In addition, the public notice will
request that comments or objections to permitting be forwarded to the
commission offices.
Section 708.5
CERTIFICATE OP PERMIT APPROVAL. If no comments or objections have been received
at the end of a twenty (20) day waiting period after the second printing of the
notice, the Executive Director will issue a certificate of permit approval or
notification of denial.
Section
708.6 PUBLIC HEARING. If so requested, the Executive Director
shall cause a public hearing to be conducted within the county in which the dam
is located. Said hearing will be for the purpose of describing the proposed
actions and taking testimony regarding the public view of the proposal. The
Executive Director shall cause publication of public notice describing the
time, place and purpose of the Public Hearing. Copies of the public notice
shall be furnished to the owner, complainant(s) adjacent landowners (if known).
Publication shall be in a newspaper having general circulation in the county in
which the dam is located. Notice shall be printed twice, one week apart, and
the hearing shall follow the second printing.
Section 708.7 COMMISSION ACTION. After
consideration of testimony and documents presented at a public hearing, the
commission may direct the Executive Director to issue or deny a Certificate of
Permit Approval.
SUBTITLE
IX HIGH HAZARD DAMS - UNDER MINIMUM SIZE LIMITS
Section 709.1 PETITION BY AFFECTED PERSONS.
Persons who believe themselves or their property endangered by failure of a dam
which is below the size requirements specified in section
701.4
may file a petition requesting that the commission require permitting and
compliance with dam safety regulations for that dam.
Section 709.2 COMMISSION INVESTIGATION. Upon
receipt of such petition, the Executive Director shall immediately begin an
investigation of the petitioner's, allegations.
Section 709.3 PUBLIC HEARING. As apart of the
commission's investigation, a public hearing shall be held within the county in
which the dam is located. Notice of the hearing shall be published in a manner
consistent with section
708.6.
Section 709.4 COMMISSION ORDER. Upon
consideration of staff findings and testimony received, the commission shall
issue an order either approving or denying the petitioner's request.
SUBTITLE X REMOVAL OF
DAMS
Section 710.1 APPROVAL OF PLANS
REQUIRED. Prior to removal, a plan for removal and revegetation must be
approved by the Chief Engineer.
Section
710.2 PROCEEDURE FOR BREACHING. The proceedure for breaching must
adequately guard against downstream flooding, erosion, and
sedimentation.
Section 710.3
RESTORATION OF ORIGINAL STREAM CHANNEL. Dimensions of the final cut through the
dam must be defined in the plan and must be of sufficient size to prevent
impounding water when stream flow equals the 100 year flood.
Section 710.4 EROSION PROTECTION. The plan
must provide for establishment of vegetation or other erosion protection means
sufficient to guard against deposition of excessive sediment off
site.