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AGRICULTURAL ISSUES


The agricultural industry plays a critical role in southeast Alabama as a major contributor to the economy of Alabama and in particular of rural communities and as a provider or food and raw materials. Agriculture has a critical dependency on water resources that may be limited by population growth, industrialization, and climatic impacts on available water resources. In response to growing population, there is a worldwide challenge to produce almost 50% more food by the year 2030, and double production by 2050 (Organization for Economic Cooperation and Development (OECD), 2010). It will be important for future farmers to increase water use efficiency and improve agricultural water management. Agricultural water resources will likely draw on varying sources of water including: surface water, groundwater, rainwater harvesting, recycled wastewater, and desalinated water.

Alabama has more than 48,500 farms covering 9 million acres, which total approximately $1 billion in exports each year. Agriculture accounts for 30% of land use in the CPYRW, totaling 695,040 acres (1,086 mi2). Major row crops in the CPYRW include peanuts, cotton, corn, and soybeans. About half of the peanuts grown in the United States are harvested within a 100-mile radius of Dothan, which includes much of the CPYRW. Houston, Geneva, Escambia, and Henry Counties are top peanut producing counties within the state. Houston and Geneva Counties are in the top five counties in cotton acreage and production. Alabama has 25,000 water acres of fish farms (215 aquaculture farms) and is the fourth leading state in aquaculture sales. Farm-raised catfish is the dominant species grown for harvest (ALFA, 2010). See the Land Use section and Watershed Trends for a detailed account of agriculture within the CPYRW.


IRRIGATION


Many farmers throughout the state are using irrigation systems to supplement water for crops in times of drought. Alabama has 150,000 acres of irrigated row crops, which is significantly less than neighboring states Mississippi and Georgia who irrigate a combined 3 million acres (Southeast Farm Press, 2014). Most Alabama farmers continue to rely on normal rainfall and take losses during prolonged periods of drought. The ACES has developed a state irrigation initiative, the Alabama Agricultural Irrigation Information Network, to develop agricultural irrigation water resources in a responsible manner from off-stream storage of high winter flows, upland storage of rainfall runoff, deep wells, and surface/groundwater combinations. ACES also aims to promote wise and effective irrigation water management as defined by USDA NRCS Conservation Practice Standard 449—Irrigation Water Management, as well as determining and controlling the volume, frequency, and application rate of irrigation water in a planned, efficient manner (ACES, 2014b).

There are several different types of irrigation techniques including flood (furrow) irrigation, drip irrigation (micro-irrigation), and spray irrigation (center pivots and lateral systems). In flood or furrow irrigation, water is pumped or brought to the fields and is allowed to flow along the ground among the crops. This method is simple and cheap and is widely used by societies in less developed parts of the world as well as in the U.S. The problem is, 50% of the water used does not reach the crops. Several techniques have been used by farmers to make flood irrigation more efficient such as leveling of fields, surge flooding, and capture and reuse of runoff. Drip irrigation, or micro-irrigation, involves water sent through perforated pipes laid along rows of crops or buried along their rootlines. This method is often used for fruits and vegetables. Drip irrigation is more efficient than flood irrigation because the amount of evaporation is decreased and 25% of the water used is conserved. Spray irrigation is a more modern method of irrigating, in which pressurized water is sprayed over plants via machinery. Common types of spray irrigation are center pivot systems and lateral systems (fig. 96). Center pivot systems consist of a number of metal frames on rolling wheels that are controlled by an electric motor that moves the frame in a circle around the field while spraying water from sprinklers. The same equipment can be configured to move in a straight line resulting in a lateral irrigation system (USGS, 2014c).

Alabama farmers have become increasingly aware of irrigation as a tool for optimizing farm production. Development of advanced irrigation techniques has given farmers the ability to increase their effective water use from less than 50% to more than 90%. Properly managed irrigation allows farmers to utilize fertilizers and chemicals more effectively to maximize production and reduce water quality impacts from runoff. Efficient agricultural irrigation techniques ensure more predictable yields and increase production without increasing acreage (The Irrigation Association, 2014). During the irrigation planning process, farmers should consider these factors: managing soil moisture to promote desired crop response; optimizing the use of available water supplies; minimizing irrigation induced soil erosion; decreasing nonpoint source pollution of surface water and groundwater resources; managing salts in the crop root zone; managing air, soil, or plant micro-climate; maintaining proper and safe chemical or fertilizer use; and improving air quality by managing soil moisture to reduce particulate matter movement (USDA NRCS, 2006).

SURFACE WATER IRRIGATION


Surface water accounts for over 75% of all water withdrawn for agricultural purposes within the CPYRW (USDA, 2002). If groundwater is not available, farmers must rely on ponds or streams for irrigation. Surface water can be less expensive to develop but may generally have more water quality and quantity issues than groundwater. Surface-water sources are dependent upon annual rainfall, runoff from adjacent land, and/or groundwater from springs. One serious limitation on the use of streams for irrigation is that most pumping takes place in June, July, and August, when stream flows are lowest. As more farmers pump water from the same stream, downstream flow diminishes to the point that no further pumping for irrigation is possible. Also, detrimental environmental effects to the stream are possible. Water supply from a pond is more difficult to assess as it is subject to runoff from adjacent land or springs as well as evaporation and leakage (University of Massachusetts, 2009).

Surface water is subject to contamination from a number of sources such as sediments, chemicals, and algal growth, which may need to be removed prior to use in an irrigation system. Tests for total suspended solids, total dissolved solids, pH, conductivity and key ions should be the first step in evaluating a source of surface water for irrigation. The distance and elevation of the surface water source in relation to the irrigation system should also be considered. The amount of trenching needed and the location of the pump adds to the cost of installation. It is important to know the total cost of pumping water from the source before deciding if it is viable. Maintenance of the equipment and water source also adds to the cost. Fencing may be needed to keep animals and children out. The dam of a pond will require mowing and cleaning of overflow pipes. A buffer may be required to filter out sediment and pollutants (University of Massachusetts, 2009).


GROUNDWATER IRRIGATION


Groundwater supplied irrigation is an important component of the agricultural sector in the CPYRW (fig. 97). Alabama has about 450 irrigation wells that are used to supply 290 farms on 22,070 acres of land. Approximately 74 gpd of groundwater is used for irrigation in the state (National Groundwater Association, 2010). According to a study by the GSA in 2011, there are six aquifers capable of producing adequate quantities of water for sustainable irrigation water supply in southeast Alabama. These aquifers are the Gordo, Ripley (including the Cusseta Sand Member), Clayton (including the Salt Mountain Limestone, which is hydraulically connected), Nanafalia, Lisbon, and Crystal River Formations. All public water supplies in southeast Alabama are from groundwater sources. There are about 80 public water supply systems that operate more than 300 production wells in and near to the CPYRW. Locations and aquifers that make up public water supply sources must be considered prior to development of large scale agricultural irrigation using groundwater (GSA, 2011 [should this be Cook and others, 2011, OFR 0911?]).

Development of groundwater irrigation sources must include consideration of public water supply sources, proper well spacing, and sustainable production rates. Most of these aquifers are confined and are not drastically impacted by drought or surface sources of contamination. However, irrigation wells constructed in these aquifers must be evaluated for economic viability (GSA, 2011 [ditto comment above]).


WATER HARVESTING


An alternative approach to securing irrigation water is to collect and store surface water during the nongrowing season, when rainfall and stream flows are high. This practice is called water harvesting. Where direct pumping is not feasible, either from streams or lakes or wells, water harvesting can make irrigation possible (fig. 98). This method has the potential to greatly expand irrigation in Alabama. There are three examples of harvesting capabilities. The first involves a case where a large creek flows by a farm, and a drainage basin leading into that creek has a site that would hold enough water to irrigate the farm if a dam were built across it. This drainage basin need not be able to fill the reservoir on its own. Water can be pumped from the large creek or stream into the reservoir during the winter and spring, filling it and saving the water for summer use. This practice is feasible and has already been put into effect at some sites in Alabama (Curtis and Rochester, 1994).

The second example involves a hillside reservoir where an earthen embankment is constructed on two or three sides, or in a curved shape, to hold the desired amount of water. Then, water can be pumped from the nearby stream in winter and spring to fill the reservoir. Some recharge from natural drainage can be expected, depending on site topography, but this is likely to be limited. The third example is the most extreme case, which involves a circular or four-sided reservoir built on essentially flat land. This is the most expensive reservoir to build and would depend entirely on pumping from the nearby stream, as there would be practically no natural recharge (Curtis and Rochester, 1994).

The feasibility of off-stream water storage for irrigation depends on many factors, including seasonal stream flow rates, availability of suitable acreage for a reservoir, distance to crops to be irrigated, and the cost versus benefits of this type of irrigation for the crops to be grown.

RECOMMENDATION


The CPYRWMA should work closely with GSA, ADECA OWR, USDA NRCS, Soil and Water Conservation Districts, and the Irrigation Association of Alabama to identify sources of irrigation, encourage more acreage under irrigation, and to monitor potential water-quantity and water-quality impacts.

POLICY OPTION


Develop a comprehensive state water management plan that addresses irrigation needs and development and addresses competition for limited water sources.

IRRIGATION TAX CREDITS


In May 2012, the Alabama Legislature approved a bill to provide tax incentives to farmers who adopt irrigation technology. The Irrigation Incentives Bill provides a state income tax credit of 20% of the costs of the purchase and installation of irrigation systems. The bill also allows the tax credit on the development of irrigation reservoirs and water wells, in addition to the conversion of fuel-powered systems to electric power. The one-time credit cannot exceed $10,000 per taxpayer, and it must be taken in the year in which the equipment or reservoirs are placed into service. Before the bill was enacted, a decade of collaborative and comprehensive research conducted through the Alabama Agricultural Experiment Station at Auburn University in cooperation with the ACES, the University of Alabama in Huntsville, The University of Alabama, Alabama A&M, and Tuskegee University was used as a scientific platform to support the bill (AU, 2012).

Research has shown the economic benefits of using irrigation on Alabama crops. There are 2.5 million acres of optimal farmland in Alabama that could be irrigated, but less than 120,000 acres of available land is currently irrigated. Studies have shown that 1 million acres of irrigated land in Alabama could provide a boost in the agricultural industry equal to the same economic impact as two automobile plants, or 26,000 jobs. In a survey Agricultural Experiment Station researchers conducted in 2011 to determine the major barriers to irrigation in Alabama, the top obstacle was concern that the financial investment required to install, operate and maintain an irrigation system would not be cost-effective. Six out of 10 farmers surveyed, however, said they would be more likely to add irrigation if a cost-share program were available. A number of Alabama farmers have already adopted state-of-the-art irrigation strategies. The irrigation incentive bill has enabled farmers to increase crop yields and quality, boost farm income, energize the state’s economy, and create jobs. Farmers who are considering irrigation installation in response to the tax incentive should contact local ACES representatives for guidance and information (AU, 2012).


RECOMMENDATION


The CPYRWMA should monitor water resource needs and conditions and recommend additional incentive programs to efficiently develop and protect water resources.

ANIMAL FEEDING OPRERATIONS


Animal feeding operations (AFOs) are agricultural enterprises where animals are kept and raised in confinement structures. AFOs congregate animals, feed, manure and urine, dead animals, and production operations on a small land area. Feed is brought to the animals rather than the animals grazing or otherwise seeking feed in pastures, fields, or on rangeland (USEPA, 2013e). Common examples of animal types within AFOs include poultry, swine and cattle. The ADEM regulates AFOs and concentrated animal feeding operations (CAFOs) within the state.

On April 1, 1999, the ADEM Administrative Code Chapter 335-6-7, which defines the requirements for AFOs to protect water quality was promulgated. This chapter establishes an AFO compliance assistance and assurance program and a CAFO NPDES registration by rule program. Under the rules, all CAFOs are required to register with ADEM, and all AFO/CAFOs are required to implement and maintain effective BMPs for animal waste production, storage, treatment, transport, and proper disposal or land application that meet or exceed USDA NRCS technical standards and guidelines. Currently, there are approximately 191 approved AFO/CAFO registrations within the counties of the CPYRW (fig. 99). The overwhelming majority of AFO/CAFOs are broilers (poultry farms). There are two AFO/CAFO Certified Animal Waste Vendors in the watershed: one in Barbour County and the other in Pike County. There are five AFO/CAFO Qualified Credential Professionals in the CPYRW: one in Barbour County, one in Crenshaw County, one in Dale County, and two in Pike County (ADEM, 2014e).

Waste from agricultural livestock operations has been a long-standing concern with respect to contamination of water resources, particularly in terms of nutrient pollution. However, the recent growth of CAFOs presents a greater risk to water quality because of both the increased volume of waste and the contaminants that may be present that have both environmental and public health importance (Environmental Health Perspectives, 2006). CAFO wastes have value as nutrient sources for plants, but can also contain pathogens, heavy metals, antibiotics, and hormones. CAFO waste releases in the eastern United States have prompted a closer evaluation of the environmental impact on surface waters, and regulations have been developed to protect surface water quality. Regulations mandate that CAFOs have site specific Nutrient Management Plans, which are one of the few risk-management tools available for protection of groundwater quality following land application of CAFO wastes. It is assumed that Nutrient Management Plans, if successful for prevention of groundwater contamination by nutrients, will be equally protective regarding hormones and other stressors (such as antibiotics), but this has not been tested for land application of CAFO wastes (USEPA, 2013f).

NUTRIENTS


Plant nutrients, which come primarily from chemical fertilizers, manure, and in some cases sewage sludge, are essential for crop production. When applied in proper quantities and at appropriate times, nutrients (especially nitrogen, phosphorus, and potassium) help achieve optimum crop yields. However, improper application of nutrients can cause water quality problems both locally and downstream. Nutrient management is the practice of using nutrients wisely for optimum economic benefit, while minimizing impacts on the environment. Farmers often apply fertilizer soon after the previous year's harvest, since equipment and labor are readily available then. Fertilizer can also be applied in the spring, near the time it is needed by the plant, usually at planting, or as side-dress after the crop has started to grow. In general, the greatest efficiency results when fertilizer is applied at planting time or during the early part of growing season. It can be difficult to decide how much fertilizer to apply. Soil tests are used to determine soil deficiencies for nutrients such as phosphorus and potassium. It is more difficult to determine nitrogen needs in advance, and many farmers simply use standard nitrogen recommendations based on crop yield goals (USEPA, 2013g). Recommendations on nutrient management may be provided by the ACES. BMPs should be enacted to ensure maximum yields while protecting water resources.

Standard soil tests may be used to determine the soil's nutrient-supplying capacity as well as amounts of nutrients needed by the crop. It is important to follow soil test recommendations because a deficiency of one nutrient or an undesirable soil pH will limit crop response to other nutrients. Choosing the most suitable nitrogen source for a crop is essential because the nitrogen source can affect nitrogen loss from soils for a few months after application. Applying nitrogen and phosphorous correctly is essential because they are less likely to be lost by erosion or runoff if they are banded directly into the soil or applied to the soil surface and promptly mixed into the soil by disking, plowing, or rotary tilling. Subsurface banding also makes it possible for nutrients to be placed directly where the crop can make the best use of them. It is important to practice conservation tillage and other erosion-control techniques to minimize loss of phosphorus that is attached to the soil. One of the most crucial practices is to improve the timing of fertilizer application by applying nutrients just before they are needed by the crop. The timing of application is more important with nitrogen than with any other nutrient because nitrogen is applied in large amounts to many crops and is very mobile (North Carolina Cooperative Extension, 1997).


EUTROPHICATION


Water quality problems can occur when nutrients are added to the soil at a time when they could be removed in surface runoff from precipitation at rates exceeding the rate of uptake by the crop, or if applied at times that they cannot be utilized by the crop. When nitrogen or phosphorus are present in lakes or rivers in high concentrations, a condition called "eutrophication" or biological enrichment can occur (fig. 100). Eutrophication is defined as an increase in the rate of supply of organic matter in an ecosystem. High concentrations of nitrates and phosphates promote excessive growth of algae (algal blooms) which eventually dies, decomposes, and depletes available oxygen, causing the death of other organisms. Eutrophication is a natural, slow-aging process for a water body, but is accelerated by anthropogenic activity (USGS, 2014d).

The USEPA MCL for nitrate in drinking water is 10 mg/L. Typical nitrate (NO3 as N) concentrations in streams vary from 0.5 to 3.0 mg/L. Concentrations of nitrate in streams without significant nonpoint sources of pollution vary from 0.1 to 0.5 mg/L. Streams fed by shallow groundwater draining agricultural areas may approach 10 mg/L (Maidment, 1993 [got from Pat & added to Refs]). Nitrate concentrations in streams without significant nonpoint sources of pollution generally do not exceed 0.5 mg/L (Maidment, 1993). The critical nitrate concentration in surface water for excessive algae growth is 0.5 mg/L (Maidment, 1993).

High nitrogen from agricultural activities near the Mississippi River has caused a hypoxic or "dead" zone in the Gulf of Mexico. In this area, excess algae grow in response to the enriched nutrient solution and few fish inhabit the waters. When the algae die, their decomposition consumes enough dissolved oxygen to suffocate fish and other marine life. Sources of nitrogen contributing to the problem include agricultural runoff and fertilizer leaching, manure from CAFOs, aquaculture operations, sewage treatment plants, atmospheric nitrogen, and other sources. It is important to practice BMPs while applying fertilizer and managing AFOs in the CPYRW, not only to protect water quality in the CPYRW, but to realize that discharge from the CPYRW ultimately ends up in Florida estuaries and the Gulf of Mexico. Excessive nitrate in groundwater can also present a direct health hazard to very young infants. Ingestion of nitrate (NO3) can bind with hemoglobin in the infant's bloodstream and cause a condition called methemoglobinemia or "blue baby" syndrome. Nitrate does not bind to soil particles and is quite soluble, making it susceptible to leaching into groundwater if not used by the crop (USEPA, 2013g).

The natural background concentration of total dissolved phosphorus is approximately 0.025 mg/L. Phosphorus concentrations as low as 0.005 to 0.01 mg/L may cause algae growth, but the critical level of phosphorus necessary for excessive algae is around 0.05 mg/L (Maidment, 1993). Although no official water-quality criterion for phosphorus has been established in the United States, total phosphorus should not exceed 0.05 mg/L in any stream or 0.025 mg/L within a lake or reservoir in order to prevent the development of biological nuisances (Maidment, 1993). In many streams phosphorus is the primary nutrient that influences excessive biological activity. These streams are termed “phosphorus limited.”


SEDIMENTATION


Areas of agricultural and urban development are primary sources of erosion and sedimentation in rivers, lakes, estuaries, and oceans. Pollution by sediment has two major dimensions: physical and chemical. The physical dimension involves soil loss and land degradation by gullying and sheet erosion which leads to excessive levels of turbidity in receiving waters, and causes off-site ecological and physical impacts from deposition in river and lake beds (fig. 101). High levels of turbidity limit penetration of sunlight into the water column, which in turn prohibits growth of aquatic fauna. In spawning rivers, gravel beds are blanketed with fine sediment which inhibits or prevents spawning of fish. In both cases, the consequence is disruption of the aquatic ecosystem by destruction of habitat.

Sediment loads in streams are composed of relatively small particles suspended in the water column (suspended solids) and larger particles that move on or periodically near the streambed (bed load). High levels of sedimentation in rivers leads to physical disruption of the hydraulic characteristics of the channel. Excessive sedimentation causes changes in base level elevation of streams in the watershed and triggers downstream movement of the material as streams reestablish base level equilibrium (Cook, 2012). This can have serious impacts on natural river hydraulics and processes, as well as navigation through reduction in depth of the channel, and can lead to increased flooding because of reductions in capacity of the river channel to efficiently route water through the drainage basin. The chemical aspect of sedimentation involves the silt and clay fraction (<63m m [63 mm? if so, spell out millimeter, only use] fraction), which is a primary carrier of adsorbed chemicals, especially phosphorus, chlorinated pesticides and most metals, which are transported by sediment into the aquatic system (Food and Agriculture Organization of the United Nations, 2014).

Erosion is costly in agriculture because it causes loss of top soil which generates loss of nutrients and organic matter that are essential for productive yields, and ultimately leads to economic loss. These nutrients must be replaced by fertilizer at a considerable cost to the farmer in order to maintain soil productivity. Control of agricultural sedimentation usually begins with measures to control erosion and sediment runoff. Best management practices to prevent pollution by agricultural sedimentation include erosion control methods such as maintaining a soil cover, managing the soil for maximum water infiltration and storage, maintaining vegetation on ditch banks and in drainage channels, sloping field roads toward the field, seeding roads with permanent grass cover, shaping and seeding field edges to filter runoff as much as possible, and using windbreaks and conservation tillage to control wind erosion.

Water management is closely related to erosion control, and some practices overlap. In general, erosion is minimized when water flow is slowed or stopped. Some specific practices include slowing water flow by using contour tillage, diversions, terraces, sediment ponds, and other methods to slow and trap runoff. The carrying capacity of running water is directly proportional to the flow rate. When water is still, sediments can settle out. Production practices such as installing water-control structures, such as flashboard risers, on field ditches in poorly drained soils benefit water quality significantly by reducing downstream sediments, phosphorus, and nitrogen which also prevents eutrophication. Sediments and associated phosphorus settle out of runoff and nitrogen can be denitrified or used by instream vegetation. Suspended sediments and nutrients can also be removed by moving discharge points or runoff into filter areas. Discharge points must be located properly to minimize adverse impacts on the filter areas since high water flows can cause erosion and damage filter vegetation. Lastly, buffer strips may be placed between farmland and environmentally sensitive areas to prevent sedimentation (North Carolina Cooperative Extension, 1997).

Urban erosion and sedimentation is related to land-surface disturbance in construction areas and stream channel degradation associated with runoff from areas of impermeable cover. Uncontrolled or under controlled erosion from excavated sites deposits large volumes of sediment into stormwater drainage systems. When combined with large volumes of high velocity runoff from urban impervious surfaces, sediment moves quickly downstream, eroding stream channels, destroying habitat, and polluting downstream receiving water bodies.

Urban runoff is controlled by adequate onsite practices that control runoff and erosion and keep sediment on site. These include excavated area cover, silt fencing, on-site runoff detention, stream flow velocity checks, and stream channel armoring.


RECOMMENDATION


The CPYRWMA should continue to commission water quality monitoring projects to track conditions related to nutrient concentrations and sedimentation rates and disclose findings to regulatory authorities and local stakeholders. The CPYRWMA should work closely with ADEM, USDA NRCS, ADCNR, and USFWS to assist with regulatory and agricultural programs designed to control erosion, sedimentation, water quality, and habitat protection. The CPYRWMA should continue to sponsor and fund local projects designed to control erosion and sedimentation and to work with partners to promote projects for stream and habitat restoration.

POLICY OPTIONS


The CPYRWMA should be an integral part of local implementation of a state water management plan and should receive state funding at a level to adequately support its participation in policy and regulatory and nonregulatory programs to protect water quality.


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