Stormwater Wetlands for Golf Courses
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Stormwater Wetlands for Golf Courses Golf courses provide a unique setting for wetlands that can be used to provide both an environ- mental benefit and an aesthetic amenity. The research-based recommendations in this publica- tion are intended to help you optimize concepts and designs for your next project. Golf course designers and superintendents are increasingly taking steps to protect nearby environmental resources from potential negative impacts. New regulations and incentives also encourage designers and superintendents to pur- sue sound management and use greener technol- ogies. One of the most frequently recommended practices for protecting the environment around a golf course is to incorporate constructed stormwater wetlands (CSWs) as a part of the water management plan for the course. A CSW can be an attractive and practical way to meet requirements for water manage- ment design or retrofitting (Figure 1). CSWs not Figure 1. Stormwater wetland on a golf course in only remove nutrients; they also provide ecosys- eastern North Carolina. Wetlands can be incorpo- tem services such as wildlife habitat and carbon rated as course hazards while adding ecological sequestration. These services provide an additional diversity and improving water quality. opportunity for the course to expand its involve- ment into environmental protection programs that nutrients (Line et al., 2008; Lenhart and Hunt, could generate additional recognition or revenue. 2011; Hathaway and Hunt, 2010). The ben- efits of wetlands also include the removal of INTRODUCTION harmful bacteria and regulation of organics The growing popularity of stormwater wetlands (Hathaway et al., 2011; Moore et al., 2011). As a stems from their potential to improve water result of documented performance, the North quality and reduce the quantity of runoff leav- Carolina Division of Environment and Natural ing a site. Wetlands are natural water filters. Resources (NCDENR) currently offers 40% The biological, chemical, and physical condi- removal credit to CSWs for both nitrogen and tions within wetlands create ideal conditions phosphorus loads, which is among the high- for removing many pollutants from water. est credits awarded to any treatment practice Research at NC State University continues to (NCDENR, 2009). Wetlands store drainage show that wetlands are excellent at removing water, dampen peak runoff rates, and increase
Stormwater Wetlands for Golf Courses on-site retention time. Wetlands can Lonnie Poole Golf Course also reduce outflow volume through The Lonnie Poole golf course is on NC evaporation/plant transpiration and State University’s Centennial Campus. modest infiltration. The latest research-based concepts for The United States Golf Associa environmental sustainability were used tion (USGA) has recognized storm- in the design of the facility, and these water wetlands as an acceptable concepts are also applied to current means to reduce drainage outflow management practices. The course volumes and improve downstream was built under strict environmen- water quality. For example, a research tal regulations that protect streams, grant from the USGA Turfgrass and buffers, and wetlands. A number of Environmental Research program water features are part of the course, Figure 2. CSW at Eagle Point Golf supported a golf course project to including wet ponds, several natu- Course, Wilmington. manage runoff with stormwater ral wetland areas, and a stormwater wetlands at Purdue University. The wetland. The CSW collects and treats project showed excellent results for Hillandale Golf Course in Durham. stormwater from the course and from water quality improvement (Kohler More recent golf course projects at a nearby public school before discharg- et al., 2004; Reicher et al., 2005). Eagle Point Golf Club in Wilmington ing to a well-buffered stream that flows In addition to their stormwater (Figure 2), Chowan Country Club through the course (Figure 3). benefits, wetlands have other uses in Edenton, and NC State’s Lonnie A study showed that this wetland that can make them attractive golf Poole Golf Course in Raleigh were reduced runoff volumes and improved course enhancements. Stormwater intended to meet specific goals for water quality. Total nitrogen loads were wetlands can function as an integral water quality and to protect environ- reduced by 47%, and total phosphorus part of a drainage system, provide mentally sensitive areas. Research loads were reduced by 59%. The study additional water storage for irriga- data collection has been an integral further showed that a good portion tion or other reuse needs, and offer part of all of these projects. of the pollutant removal was achieved an attractive alternative to traditional through internal wetland processes water hazards. Chowan Country Club rather than through water volume Recent engineering advancements A large retrofit was planned for the reduction. Other benefits described in have improved the wetland design Chowan Country Club golf course to the study included removal of solids process. Guidance on wetland con- address drainage issues and improve and low nutrient concentrations in struction and maintenance is readily course conditions. This course was outflows (Line et al., 2008). available from other fact sheets in this situated immediately adjacent to the series: Stormwater Wetland Design Albemarle Sound. The Department WETLAND LOCATIONS Update and Stormwater Wetland of Biological and Agricultural Stormwater wetlands have been used Construction Guidance (Extension Engineering helped design a series of successfully in all regions of North publications AGW-588-12 and CSWs throughout the course to help Carolina. A wetland only needs AG-588-13W). manage drainage and improve water This fact sheet describes several quality. A total of 15 acres of wet- example projects from North Carolina lands in eight areas were constructed to illustrate how CSWs can be inte- as part of the project. More than grated into golf courses, and it provides half the holes on this course now recommendations for project success. include a water feature. Research on the project showed that the wet- NORTH CAROLINA’S lands reduced both the quantity of GOLF COURSE WETLANDS stormwater runoff and the peak flow In North Carolina, NC State rates from the course. Nutrient loads Cooperative Extension and the exiting the course were also signifi- Department of Biological and cantly reduced. Total nitrogen and Agricultural Engineering have been phosphorus loads were decreased by Figure 3. CSW located near the no. 3 involved with several CSWs on 23% to 72%. Better performance was green on Lonnie Poole Golf Course. golf courses. One of the state’s first achieved when the ratio of wetland This feature treats runoff and is marked stormwater wetland demonstration size to watershed area was higher as a water hazard on one of the most projects was constructed in 2000 at (Pekarek, 2008). challenging holes on the course. 2
Stormwater Wetlands for Golf Courses periodic influxes of water to thrive. Water levels in most areas in a wet- land should be less than one foot deep during normal conditions. Wetlands rarely require more than a small berm to retain water, and they can be managed with simple and inexpensive water control structures. A well- planned wetland is a living ecosys- tem, and once a diverse community of plants has established, a wetland is mostly self-sustaining, requiring minimal maintenance. Any area that is experiencing peri- odic wetness or drainage problems on a golf course is a prime location for a wetland. Small ditches or other drain- ageways can be converted into wetland areas (Figure 4). Existing ponds or old ponds with failed dams are also good candidates for a wetland retrofit. A pri- mary drainage outlet that leads from the golf course into a natural water body can also be an ideal location to position a wetland to provide some Figure 4. This old drainageway cros- Figure 5. Eroding drainage ditches final runoff treatment. An example of sing the no. 3 fairway at Chowan like this one at Hillandale Golf Course this design is shown in Figure 2, where Country Club was a great spot for a (above) can be stabilized as a stormwa- drainage water flows through the golf wetland (above). Two years later, the ter wetland. Four years after construc- developed wetland at the same location tion (below), the channel is stable, and course and is intercepted by a CSW supports an established vegetation the wetland provides multiple ecosys- before it discharges into a salt marsh. community (below). The wetland is now tem services. Eroding channel banks on small a water hazard in the local rules. drainageways can also be targeted for wetland placement. This was the case course, decreasing the potential for There are many different types at Hillandale Golf Course, where an course damage. of wetlands that can be used in a eroding bank was both an eyesore and Golf course wetland planning golf course setting. Wetlands can a safety hazard (Figure 5). In 2000 a should involve significant input from be very small or many acres in size. wetland was installed adjacent to the the course designer and superintendent Wetlands can be designed to work in first tee; now the wetland also serves (Figure 6). They will be able to help series to combine variety and water as a water quality amenity and a visual identify wet areas, drainage systems, screen that partially hides a parking lot. and course drainage retrofits or improvements that could benefit from WETLAND PLANNING wetlands. To get the most benefit out of Wetlands provide a designated area these features, it is important to evalu- for water storage, which can efficiently ate how wetland areas might affect keep water off of playing areas. When play. Wetlands that can act as lateral combined with a course drainage sys- or water hazards while providing an tem, wetlands can decrease the impact aesthetic amenity around the course of rainfall by providing multiple can be highly desirable. Particularly at drainage outlets. In addition, spoil private clubs, additional input from the from excavation can sometimes be membership will be crucial to get sup- used to build up other low areas of the port. A field visit to discuss potential Figure 6. Meet frequently with the course course. Improved drainage response wetland sites with respect to playability designer and/or the golf course superin- will decrease the amount of time that (i.e., landing areas) should be an inte- tendent to improve the impact and suc- players and traffic must be kept off the gral part of the planning process. cess of a golf course wetlands project. 3
Stormwater Wetlands for Golf Courses Figure 7. Wetland along no. 10 tee box, Figure 8. Stormwater wetland in wes- Figure 9. Deep wetland with floating Chowan Country Club. tern North Carolina. This wetland aquatics. includes a mixture of deep pools and shallow water that supports a diverse quality benefits. The type of wetland ecological community. for a variety of hydrologic interac- constructed will depend on site loca- tions. A thorough analysis is neces- tion, watershed size, and the desired (Figure 11). This type of wetland will sary to predict contributing watershed aesthetic result. Wetlands can be built typically have a thick border of vegeta- dynamics and determine local water with or without significant water tion that will help restrict player access table interaction, storage needs, and storage, with varying areas of deep and provide dense cover for habitat. flooding risk (Figure 13). and shallow pools, and with differing Wetland fringes can be established When possible, soil sampling plant communities (Figures 7 and 8). by constructing a shallow water ledge and groundwater level monitoring Deeper wetlands planted primar- or shelf around the perimeter of ponds near targeted areas of the golf course ily with floating aquatics have a more (Figure 12). The shelf stabilizes the should be completed before designing pondlike appearance and a low pro- banks, which are often unvegetated the wetlands. This will help design- file, allowing golfers to see their target because of over-mowing and fluctu- ers understand the site’s groundwater easily (Figure 9). ating water levels in the pond. This hydrology, a critical component of More natural-looking wetlands provides excellent habitat for ducks project success. Information on sea- may involve a less sculpted look and and other waterfowl that like cover, but sonal water tables can provide impor- may also include some trees (Figure not for geese because they prefer open tant data for targeting wetland surface 10). Such wetlands are excellent for water with closely mowed, visible banks elevations. Shallow water table sys- border areas or zones where play is so they can see predators approaching. tems, such as those found in coastal restricted. These areas may also pro- areas, will typically have confining vide the best wildlife habitat potential. HYDROLOGIC CONSIDERATIONS soil layers restricting vertical seep- A design with a mixture of emer- A stormwater wetland depends on age. The depth of a coastal stormwater gents will produce a wetland that has the proper hydrologic conditions to wetland must be carefully determined dense vegetation but that will still be function and remain sustainable. to manage water table interaction and low enough not to impede shot-making Potential sites should be investigated to avoid breaching restrictive layers needed for surface water storage. Other wetlands may be hydrologi- cally isolated due to deeper water tables Figure 10. A more natural wetland look, Figure 11. Wetland area with a thick away from playing areas. border. Figure 12. Pond with wetland shelf. 4
Stormwater Wetlands for Golf Courses Figure 13. Wetlands can provide tem- Figure 14. A diverse wetland with a Figure 15. Flowering plants are attrac- porary storage for stormwater, thereby thick border and a flowering interior. tive to butterflies, dragonflies, and quickly removing excess water from Thick borders help keep wildlife in and other desirable wildlife. the playing area. people out. for plant establishment and later for at the wetland site. These wetlands facilitate maintenance and promote maintenance activities. must be designed with clay or synthetic safety. Special attention should be liners or specially created soil condi- paid to slope preparation, establish- Maintenance tions to maintain desired water-level ing vegetation, and setting mowing Golf courses are highly managed conditions. Additional analysis should boundaries. areas. Avoid mowing and the use be performed to ensure that the water- of chemicals or fertilizers close to shed is large enough to contribute a suf- Topsoil wetlands and sideslopes (Figure 16). ficient supply of runoff to the wetland. Topsoil should be incorporated into Establishing a “no mow” area on the An engineering analysis using the wetland surface and bank slopes banks of the wetland or pond shelf spreadsheet routing routines or other whenever possible. Good soil substrate can enhance stability, limiting poten- computer models can facilitate these will promote rapid plant establishment. tial erosion. Drifting herbicides may determinations. There are a number cause plant die-off. Excessive fertilizer of routing models that can simu- Planting use near the wetland areas may cause late water levels and incorporate the In highly visible locations, designate algal blooms. Particular attention effects of multiple wetlands or com- plant spacing of 2-foot centers or less. should be paid to outlet structures plex in-line structures. Dense coverage may be attainable at that sometimes clog with vegetation this spacing within a growing season. or trash. Clear communication with DESIGN RECOMMENDATIONS The best coverage will result grounds personnel is necessary to FOR GOLF COURSE WETLANDS from planting emergent wetland facilitate proper wetland maintenance. General design criteria applicable to all vegetation in the spring. Summer or stormwater wetlands include vegetation fall plantings may be successful, but selection, water depths, storage depths, initial results may be diminished due and drawdown periods. Detailed to heat and drought stress, as well as recommendations on the design a shorter initial growing season. process are provided in various design A simple array of flowering herba- manuals (see Resources section) and in ceous emergents will provide excellent the companion fact sheets in this series. aesthetic quality for the middle sections An experienced local stormwater of the wetland. An outer layer of Juncus professional can identify any local spp. (rush) or Scirpus spp. (bulrush, design issues. Such issues may necessi- woolgrass) will provide a thick wetland tate adjustments to traditional designs border (Figures 14 and 15). to make wetlands more manageable and attractive for golf course use. Structures Figure 16. Overly aggressive mowing is an example of why proper training is key Water control structures should be to maximizing the long-term benefits of Grading designed to allow for adjustable wet- stormwater wetlands on golf courses. Side slopes should be no steeper land water levels. For example, shal- Mowing areas can actually be reduced than 3:1 (horizontal:vertical) to low water levels are needed initially by implementing stormwater wetlands. 5
Stormwater Wetlands for Golf Courses FREQUENTLY ASKED QUESTIONS is overmaintenance, where crews REFERENCES • Will my golf course be taken over mow too closely along sideslopes by mosquitoes? (Figure 16) or overapply chemicals in Hathaway, J.M. and W.F. Hunt. 2010. Ponds and other stormwater close proximity to a wetland. These An evaluation of stormwater facilities can become mosquito wetlands should actually reduce the wetlands in series in Piedmont, habitats. However, a properly designed amount of mowed and regularly North Carolina. Journal of stormwater wetland should not create maintained areas. Environmental Engineering. a mosquito problem because it will 136(1): 140-146. also be habitat for mosquito predators • What will the site look like over such as dragonflies, birds and fish time? Hathaway, J.M., W.F. Hunt, A.K. (Figure 17). Regular maintenance as The site will look different from Graves, K.L. Bass, and A. described in Maintenance of year to year depending on rainfall, but Caldwell. 2011. Exploring fecal Stormwater Wetlands and Wet Ponds once established it should remain well indicator bacteria in a constructed (AG-588-07) and Mosquito Control for vegetated. A densely planted wetland stormwater wetland. Water Stormwater Facilities (AG-588-04) by should result in full coverage over Science & Technology. 63(11): grounds crews can reduce the possi- one full growing season. However, 2707-2712. bility of mosquito propagation. The wetlands in unstable watersheds or authors have not encountered mos- with unsuitable soils may take several Kohler, E.A., V.L. Poole, Z.J. Reicher, quito problems at any properly seasons to develop a dense stand of and R.F. Turco. 2004. Nutrient, designed and maintained CSW sites vegetation. In general, vegetative com- metal, and pesticide removal in North Carolina. munities will fill in and propagate as during storm and nonstorm time passes. Most stormwater wet- events by a constructed wet- • What will my maintenance lands will begin to appear brown over land on an urban golf course. requirements be? the winter, but some plants, such as Ecological Engineering. 23(4-5): Maintenance requirements should Juncus effusus (soft rush), will remain 285-298. be substantially less for wetlands green. A diverse planting plan will than for fairways, roughs, and greens. help ensure that a wetland stays clean Lenhart, H.A. and W.F. Hunt. 2011. Regular inspection is the most and green for many years. Evaluating four stormwater important task, but other common performance metrics with a tasks include removal of debris from SUMMARY North Carolina coastal plain outlets and managing unwanted Stormwater wetlands have recently stormwater wetland. Journal vegetation. Most maintenance activi- become a popular practice for water of Environmental Engineering. ties can be taken care of as part of quality improvement. Wetlands can 137(2): 155-162. regular course work, using tools be especially useful for golf courses, available at most golf facilities. One where they can be incorporated into Line, D.E., G.D. Jennings, M.B. Shaffer, of the most frequently encountered the drainage and water management J. Calabria, and W.F. Hunt. 2008. problems with golf course wetlands design as an attractive alternative to Evaluating the effectiveness of two traditional water features. In some stormwater wetlands in North cases, wetlands can also enhance the Carolina. Transactions of the quality of play. Recent research and ASABE. 51(2): 521-528. design advances have improved the use of wetlands, and recommenda- Moore, T.C., W.F. Hunt, M.R. tions for wetland construction and Burchell, and J.M. Hathaway. use are well documented and readily 2011. Organic nitrogen exports available. As golf course designers from urban stormwater wetlands and managers pursue retrofits and in North Carolina. Ecological greener technologies, the use of Engineering. 37(4): 589-594. stormwater wetlands should be a primary consideration. NCDENR. 2009. Stormwater wet- lands. Chapter 9 in: Stormwater BMP Manual. Online: http:// Figure 17. Dragonflies (aka “mosquito hawks”) are natural mosquito preda- portal.ncdenr.org/web/wq/ws/su/ tors and are attracted to wetlands with bmp-ch9. flowering vegetation. 6
NC STATE UNIVERSITY Stormwater Wetlands for Golf Courses Pekarek, K.A. 2008. Hydrologic Hunt, W.F. 1999. Urban Stormwater Hunt, W.F. and W.G. Lord. 2006. and Water Quality Assessment Structural Best Management Maintenance of Stormwater of Constructed Wetlands on Practices (BMPs) (AG-588-01). Wetlands and Wet Ponds (AG- a Coastal Plains Golf Course. Online: http://www.bae.ncsu. 588-07). Online: http://www.bae. Master’s thesis, North Carolina edu/stormwater/PublicationFiles/ ncsu.edu/stormwater/ State University, Raleigh. UrbanBMPs1999.pdf. PublicationFiles/ WetlandMaintenance2006.pdf. Reicher, Z.J., E.A. Kohler, V.L. Poole, Hunt, W.F. and B.A. Doll. 2000. and R.F. Turco. 2005. Constructed Design of Stormwater Wetlands Moore, T.L.C. and W.F. Hunt. 2011. wetlands on golf courses help for Small Watersheds (AG-588- Stormwater Wetlands and manage runoff from the course 02). Online: http://www.bae.ncsu. Ecosystem Services (AG-588-22). and surrounding areas. USGA edu/stormwater/PublicationFiles/ Online: http://www.bae.ncsu. Turfgrass and Environmental SWwetlands2000.pdf. edu/stormwater/PublicationFiles/ Online. 4(2): 1-14. Online: http:// WetlandEcosystemServices2011. usgatero.msu.edu/v04/n02.pdf. Hunt, W.F., C.S. Apperson, and W.G. pdf. Lord. 2005. Mosquito Control for RESOURCES Stormwater Facilities (AG-588- Related Web Sites 04). Online: http://www.bae.ncsu. Companion Fact Sheets edu/stormwater/PublicationFiles/ Stormwater Engineering Group, Mosquitoes2005.pdf. Department of Biological and Burchell, M.R., W.F. Hunt, K.L. Agricultural Engineering, NC Bass, and J. Wright. 2010. Hunt, W.F., M.R. Burchell, J.D. State University: http://www.bae. Stormwater Wetland Construction Wright, and K.L. Bass. 2007. ncsu.edu/stormwater/. Guidance (AG-588-13). Online: Stormwater Wetland Design http://www.bae.ncsu.edu/ Update (AG-588-12). Online: USGA Turfgrass and Environmental stormwater/PublicationFiles/ http://www.bae.ncsu.edu/ Research Online: http://usgatero. WetlandConstruction2010.pdf. stormwater/PublicationFiles/ msu.edu/. WetlandDesignUpdate2007.pdf. Prepared by Kristopher Bass, PE, Extension Associate Michael Burchell, PhD, Assistant Professor and Extension Specialist Robert Evans, PhD, PE, Professor and Department Head William Hunt, PhD, Associate Professor and Extension Specialist Daniel Line, PE, Extension Specialist Department of Biological and Agricultural Engineering North Carolina State University Danesha Seth-Carley, PhD, Coordinator for CALS Sustainability Programs North Carolina Agricultural Research Service North Carolina State University Published by NORTH CAROLINA COOPERATIVE EXTENSION SERVICE Distributed in furtherance of the acts of Congress of May 8 and June 30, 1914. North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of race, color, creed, national origin, religion, sex, age, or disability. In addition, the two Universities welcome all persons without regard to sexual orientation. North Carolina State University, North Carolina A&T State University, U.S. Department of Agriculture, and local governments cooperating. 8/12—BW 13-CALS-3237 AG-765 7
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