La. Admin. Code tit. 33 § IX-4735

Current through Register Vol. 50, No. 6, June 20, 2024
Section IX-4735 - What special definitions apply to this Subchapter?
A. In addition to the definitions provided in LAC 33:IX.2313, the following special definitions apply to this Subchapter.

Adaptive Management Method- a type of project management method where a facility chooses an approach to meeting the project goal, monitors the effectiveness of that approach, and then based on monitoring and any other relevant information, makes any adjustments necessary to ensure continued progress toward the project's goal. This cycle of activity is repeated as necessary to reach the project's goal.

Annual Mean Flow- the average of daily flows over a calendar year.

All Life Stages- eggs, larvae, juveniles, and adults.

Calculation Baseline- an estimate of impingement mortality and entrainment that would occur at your site assuming that the cooling water system has been designed as a once-through system; the opening of the cooling water intake structure is located at, and the face of the standard 3/8-inch mesh traveling screen is oriented parallel to, the shoreline near the surface of the source water body; and the baseline practices, procedures, and structural configuration are those that your facility would maintain in the absence of any structural or operational controls, including flow or velocity reductions, implemented in whole or in part for the purposes of reducing impingement mortality and entrainment. You may also choose to use the current level of impingement mortality and entrainment as the calculation baseline. The calculation baseline may be estimated using historical impingement mortality and entrainment data from your facility or from another facility with comparable design, operational, and environmental conditions; current biological data collected in the water body in the vicinity of your cooling water intake structure; or current impingement mortality and entrainment data collected at your facility. You may request that the calculation baseline be modified to be based on a location of the opening of the cooling water intake structure at a depth other than at or near the surface if you can demonstrate to the state administrative authority that the other depth would correspond to a higher baseline level of impingement mortality and/or entrainment.

Capacity Utilization Rate- the ratio between the average annual net generation of power by the facility (in MWh) and the total net capability of the facility to generate power (in MW) multiplied by the number of hours during a year. In cases where a facility has more than one intake structure, and each intake structure provides cooling water exclusively to one or more generating units, the capacity utilization rate may be calculated separately for each intake structure, based on the capacity utilization of the units it services. Applicable requirements under this Subpart would then be determined separately for each intake structure. The average annual net generation should be measured over a five-year period, if available, of representative operating conditions, unless the facility makes a binding commitment to maintain capacity utilization below 15 percent for the life of the permit, in which case the rate may be based on this commitment. For purposes of this Subchapter, the capacity utilization rate applies to only that portion of the facility that generates electricity for transmission or sale using a thermal cycle employing the steam water system as the thermodynamic medium.

Closed-Cycle Recirculating System- a system designed, using minimized make-up and blowdown flows, to withdraw water from a natural or other water source to support contact and/or noncontact cooling uses within a facility. The water is usually sent to a cooling canal or channel, lake, pond, or tower to allow waste heat to be dissipated to the atmosphere and then is returned to the system. (Some facilities divert the waste heat to other process operations.) New source water (make-up water) is added to the system to replenish losses that have occurred due to blowdown, drift, and evaporation.

Cooling Water- water used for contact or noncontact cooling, including water used for equipment cooling, evaporative cooling tower makeup, and dilution of effluent heat content. The intended use of the cooling water is to absorb waste heat rejected from the process or processes used, or from auxiliary operations on the facility's premises. Cooling water that is used in a manufacturing process either before or after it is used for cooling is considered process water for the purposes of calculating the percentage of a facility's intake flow that is used for cooling purposes in LAC 33:IX.4733.A.4.

Cooling Water Intake Structure- the total physical structure and any associated constructed waterways used to withdraw cooling water from waters of the state. The cooling water intake structure extends from the point at which water is withdrawn from the surface water source up to, and including, the intake pumps.

Design and Construction Technology- any physical configuration of the cooling water intake structure, or a technology that is placed in the water body in front of the cooling water intake structure, to reduce impingement mortality and/or entrainment. Design and construction technologies include, but are not limited to, location of the intake structure, intake screen systems, passive intake systems, fish diversion and/or avoidance systems, and fish handling and return systems. Restoration measures are not design and construction technologies for purposes of this definition.

Design Intake Flow- the value assigned, during the cooling water intake structure design, to the total volume of water withdrawn from a source water body over a specific time period.

Design Intake Velocity- the value assigned, during the design of a cooling water intake structure, to the average speed at which intake water passes through the open area of the intake screen, or other device, upon which organisms might impinge or through which they might be entrained.

Diel- daily and refers to variation in organism abundance and density over a 24-hour period due to the influence of water movement, physical or chemical changes, and changes in light intensity.

Entrainment- the incorporation of any life stages of fish and shellfish with intake water flow entering and passing through a cooling water intake structure and into a cooling water system.

Estuary- a semi-enclosed body of water that has a free connection with open seas and within which the seawater is measurably diluted with fresh water derived from land drainage. The salinity of an estuary exceeds 0.5 parts per thousand (by mass) but is typically less than 30 parts per thousand (by mass).

Existing Facility - any facility that commenced construction as described in 40 CFR 122.29(b)(4) on or before January 17, 2002 (or July 17, 2006, for an offshore oil and gas extraction facility), and any modification of, or any addition of, a unit at such a facility that does not meet the definition of a new facility in LAC 33:IX.4707.

FreshwaterRiveror Stream- a lotic (free-flowing) system that does not receive significant inflows of water from oceans or bays due to tidal action. For the purposes of this regulation, a flow-through reservoir with a retention time of seven days or less shall be considered a freshwater river or stream.

Impingement- the entrapment of any life stages of fish and shellfish on the outer part of an intake structure or against a screening device during periods of intake water withdrawal.

Lakeor Reservoir- any inland body of open water with some minimum surface area free of rooted vegetation and with an average hydraulic retention time of more than seven days. Lakes or reservoirs might be natural water bodies or impounded streams, usually fresh, surrounded by land or by land and a man-made retainer (e.g., a dam). Lakes or reservoirs might be fed by rivers, streams, springs, and/or local precipitation.

Moribund- dying; close to death.

Natural Thermal Stratification- the naturally occurring and/or existing division of a water body into horizontal layers of differing densities as a result of variations in temperature at different depths.

Ocean- marine open coastal waters with a salinity greater than or equal to 30 parts per thousand (by mass).

Once-Through Cooling Water System- a system designed to withdraw water from a natural or other water source, use it at the facility to support contact and/or noncontact cooling uses, and then discharge it to a water body without recirculation. Once-through cooling systems sometimes employ canals/channels, ponds, or non-recirculating cooling towers to dissipate waste heat from the water before it is discharged.

Operational Measure- a modification to any operation at a facility that serves to minimize impact to fish and shellfish from the cooling water intake structure. Examples of operational measures include, but are not limited to, reductions in cooling water intake flow through the use of variable speed pumps and seasonal flow reductions or shutdowns, and more frequent rotation of traveling screens.

Phase II Existing Facility- any existing facility that meets the criteria specified in LAC 33:IX.4733.

Source Water- the waters of the U.S. from which the cooling water is withdrawn.

Supplier- an entity, other than the regulated facility, that owns and operates its own cooling water intake structure and directly withdraws water from waters of the state. The supplier sells the cooling water to other facilities for their use, but may also use a portion of the water itself. An entity that provides potable water to residential populations (e.g., public water system) is not a supplier for purposes of this Subchapter.

Thermocline- the middle layer of a thermally stratified lake or a reservoir. In this layer, there is a rapid change in temperatures between the top and bottom of the layer.

Tidal River- the most seaward reach of a river or stream where the salinity is typically less than or equal to 0.5 parts per thousand (by mass) at a time of annual low flow and whose surface elevation responds to the effects of coastal lunar tides.

La. Admin. Code tit. 33, § IX-4735

Promulgated by the Department of Environmental Quality, Office of Environmental Assessment, LR 31:428 (February 2005), amended by the Office of the Secretary, Legal Affairs Division, LR 33:2070 (October 2007).
AUTHORITY NOTE: Promulgated in accordance with R.S. 30:2001 et seq., and in particular Section 2074(B)(3) and (B)(4)