ROADSIDE DRAINAGE DITCHES IN THE DOG RIVER WATERSHED Tracy A. McClure, Department of Earth Sciences, University of South Alabama, Mobile, AL 36688. Email: tracyamcclure@yahoo.com. Roadside drainage ditch networks (RDDNs) play a significant role in the water quality of the Dog River Watershed (DRW). They must be maintained, however, through the implementation of a regularly administered routine maintenance plan. Unfortunately, a municipality can fall so far behind in RDDN maintenance, that it is unclear how to proceed. The focus of this project is to determine whether a volunteer force can assist their area by performing an occasional inventory of the RDDN in the DRW that establishes a baseline for mapping and identifying problems, which urgently need to be addressed. I counted, cataloged and classified the entire RDDN in my study area. I traversed the length of each roadside drainage ditch, photographed areas of interest, then reported problems via a dedicated Facebook page, which had been established for this project. This information was then used to make maps using GIS technology. We learned that the RDDN in the study area was interspersed with the Storm Sewer System (SSS) and that the worst documented problems were found at the confluences between the two. We concluded that it would be prudent to incorporate the SSS into the RDDN inventory when this project is performed throughout the entire DRW. It was necessary to provide volunteers with some minor training, but it became clear that the use of volunteers to inventory and evaluate the conditions of the RDDN/ SSS was a viable method for collecting data on a cyclical basis. Keywords: ditch maintenance, drainage ditch, storm drains Introduction The roads throughout Mobile Alabama’s Dog River Watershed (DRW) are lined with a copious network of roadside drainage ditches. The roadside drainage ditch network (RDDN) in the DRW plays an important role in the overall health of this watershed because it directly affects water quality. Ditches, as part of the RDDN, are designed to protect road integrity by catching runoff and conveying it to the water bodies downstream. Runoff, however, is frequently laden with harmful contaminants from sources such as automobiles, agriculture and the atmosphere. Within the RDDN, water quality and quantity form “a complex system of temporal and spatial interactions between land use and management, climactic conditions and landscape factors” (Kimberly Falbo 2013). Roadside drainage 1 ditches modify the slope of the landscape and alter watershed hydrology “by re-routing and concentrating landscape-derived runoff and by lowering water table depths downslope of roads” (Brian Buchanan, Modeling the hydraulic effects of roadside ditch networks on receiving waters 2013). Poorly maintained roadside drainage ditches are prone to erosion and will carry the resulting turbid, contaminated water into the DRW’s surface streams. Conversely, properly constructed and maintained RDDNs have a positive effect on the watershed. Well-functioning roadside drainage ditches, for example, often do a better job at protecting water quality than the Storm Sewer System (SSS). Storm sewers simply transport the water into pipes that lead directly into the streams, but vegetation in roadside drainage ditches slows the water down, causing “a portion of it to infiltrate into the soil allowing some of the debris and pollutants to settle out” (University of Minnesota Sea Grant Program and the Natural Resources Research Institute 2014). Dr. Rebecca Schneider of Cornell University, a leading expert on roadside drainage ditches, concludes, “if we rethink how we manage these ditches, we can (actually) reduce flooding and pollution, recharge groundwater, and buffer our communities from the impacts of climate change” (Schneider, Cornell Climate Change 2013). To ensure higher water quality in the watershed, RDDNs must be kept in optimal working condition through the performance of regularly scheduled, routine maintenance and by making repairs as necessary. Routine maintenance can be as simple as mowing the ditches, properly disposing of ditch spoils (such as grass clippings), correcting sediment buildup and sowing grass seed. The performance of routine maintenance presents an ideal opportunity to identify and correct problems in the roadside drainage ditches, such as damaged culverts or erosion related issues (University of Minnesota Sea Grant Program and the 2 Natural Resources Research Institute 2014). Preparation of a good routine maintenance plan involves establishing a care plan for hundreds of miles of roadside drainage ditches. The overall task of keeping track of the location and condition of every ditch in the RDDN (in addition to planning and enacting a regular, routine maintenance schedule) can potentially take up considerable time and resources. As a result, routine RDDN maintenance can be assigned a low priority. The ideal RDDN maintenance plan takes into consideration routine maintenance, dredging and repairs. It also establishes Best Management Practices (BMPs) for RDDNs. The Environmental Protection Agency (EPA) defines BMPs as “a term used to describe a type of water pollution control” (Choctawatchee, PEA and Yellow Rivers Watershed Management Authority 2000). A good routine maintenance plan also pinpoints ideal construction styles and compositional shapes for roadside drainage ditches in the area. Before that plan is written, however, a full inventory must be made of the RDDN so that ditches can be categorized and mapped in order that the planning commission will know exactly what they are working with. Research Questions Cataloging and classifying every mile of RDDN in the DRW is a process that can be both time consuming and costly for the City of Mobile/Mobile County. I want to help to ease the burden of this undertaking by answering the following questions: (1) Can a volunteer force effectively make this inventory, perhaps making use of social media to document and report issues? (2) What is the best method for inventorying the RDDN that volunteers can duplicate? 3 Methods I began by researching RDDN maintenance methods across the United States (Alabama Soil and Water Conservation Committee 2009) (City of Chickasaw 2014) (Schneider, Cornell Local Roads Program 2010) (Ohio Department of Transportation 2015) (Smith 2006). These resources provided me with a firm understanding of accepted BMPs for roadside drainage ditches as well as the prevailing ditch maintenance practices nationwide. I created a Facebook page for volunteers to use when reporting problem areas, making comments and sharing other pertinent information. Afterward, I turned my attention to the subject of volunteers. It was necessary to establish a few tenets regarding a volunteer work force, which, ultimately, defined the size of the study areas in addition to the dates and times I would take these volunteers into the field. First: safety dictated that they should work in a minimum of two-volunteer groups. Second: acknowledge that volunteers (most likely), will be unwilling to work in the cold or rain. This was not a major issue because the needs of the project were best served by observing the physical condition of the ditch (e.g. erosion). The solution was to take into account the local climate and the forecasted weather when scheduling volunteer fieldwork. Third: it is unreasonable to expect volunteers to work in excess of 5 hours in a day. This axiom suggested that the study areas needed to be of an appropriate size to allow a two-person team to complete their study area/s within two days. This was a pilot survey that included two study areas, which are situated on opposite sides of the watershed. They include ditches in both commercial and residential zones, provide examples of both old and new construction methods for roadside drainage ditches and serve as a cross section of the entire RDDN in the DRW. 4 Study Area 1 (Fig 1):– a 2 square mile area located in West Mobile near the headwaters of Second Creek, bounded by: (A) Hitt Rd./Schillinger Rd. S., (B) Hitt Rd./Cody Rd., (C) Cody Rd./Cottage Hill Rd., (D) Cottage Hill Rd./Schillinger Rd. S. Study Area 2 (Fig.1) – a 1 ½ square mile area situated near the mouth of Dog River, bounded by: (A) Dog River, (B) Dauphin Island Pkwy. (C) Clubhouse Rd. Walking on foot or observing from the car, my volunteer crew and I performed a physical inventory of every roadside drainage ditch within the study area. We sketched and annotated anything that seemed important. Problems that we encountered, such as erosion, culvert damage or sites in need of dredging were photographed and uploaded to the Facebook page. 5 Finally, volunteers with GIS skills mapped our findings, so that we could share our data with the city. Results We learned very quickly that volunteers require some minor training in order to ensure consistent results. They needed a basic understanding of what constituted a good ditch versus a problem ditch and clear instructions on how to report their findings. Despite initial uncertainty as to how long it would take to assess the study areas, we learned that volunteers working in a two-person team could inventory the designated study areas in one day. We observed that the storm sewers system (SSS) was intertwined with the RDDN. The most urgent problems that we discovered, in fact, were at the confluences between the two systems. Identifying these types of problems is the cornerstone of this project. The site found in (Fig.2) was not visible from the road and it is unlikely that routine-maintenance crews would ever see the structural damage unless it was reported to them. We took photos of these and similar problems with digital cameras and smartphones. In both cases, we uploaded the images to the dedicated Facebook page (Fig. 3), tagging the pictures with the location of the problem and other pertinent data. Many smartphones are capable of adding latitude and longitude coordinates which can be posted together with the photo, which was quite useful for GIS mapping. By default, we identified the location of the storm sewers in our study areas during this inventory. We determined that it was reasonable to map both the RDDN and SSS simultaneously. Using GIS, we made a shape file for the various categories of water run-off mechanisms that we found in Study Area One (Fig.4) which the City of Mobile should find helpful when making maps and planning maintenance. 6 7 8 Discussion In the event that this project is implemented throughout the DRW, it would be reasonable to incorporate the storm sewer system into the study. While tagging the photographs with latitude/longitude when uploading them to Facebook is helpful, it is not an absolute necessity. It is important to recognize that volunteers will come to the project with varying types of technology and it is unreasonable to require them to obtain new, unfamiliar 9 applications. The Facebook page is an acceptable platform for this project. It gives the volunteer the opportunity to tag the picture and make important comments about what they have found. This type of social media is expandable, allowing other types of information to be shared, such as announcements and training materials. For a complete inventory of the RDDNs and the SSS in the Dog River Watershed, the watershed can easily be broken down into approximately 20 areas of manageable sizes. This should be done prior to beginning the project and maps should be made of each study area. Because the volunteers will be working in groups of at least two persons, it follows that approximately 40-60 volunteers will be needed. There needs to be some level of organized activity, perhaps a short meeting, where the volunteers are shown a short presentation that explains how roadside drainage ditches and storm sewers affect water quality, how the negative impacts can be reduced and what they can do, as volunteers, to help with that process. They should also be provided with an illustrated field guide that includes the field maps of the 20 study areas in the DRW, examples of ditch problems and pages for making sketches and notes. This will be crucial for receiving consistent assessments from the volunteers in the field. The field guide should also be uploaded to the dedicated Facebook page to act as a back-up resource. At the meeting, the volunteers should be assigned partners and study areas, be provided with their illustrated field guides and given a realistic deadline to complete the work. Once all of the photos and field guides have been turned in to the coordinator, the data can be mapped. GIS is the recommended platform for this task because its format makes it easier to share the information. 10 Conclusion Use of volunteers to inventory and evaluate the conditions of the RDDN is a viable method for collecting this data. The most crucial factors in making a project such as this work are the training, field guide and social media site for the volunteers. This project has the potential to serve as a quality resource for the planners in the DRW (City of Mobile). Our maps will generate an up-to-date assessment of the physical conditions of the RDDN and pinpoint the locations where maintenance/repair efforts should be focused first. This project can be expanded, if necessary. Once the basic inventory has been performed, future re-assessments can be tailored toward to meet the needs and concerns of the citizens as well as the city. References Alabama Soil and Water Conservation Committee. 2009. "Volume 2 Installation, Maintenance, and Inspection of Best Management Practices." Alabama Handbook for Erosion Control, Sediment Control and Stormwater Management on Construction Sites and Urban Areas. Montgomery: Alabama Soil and Water Conservation Committee, March. Brian Buchanan, Zachary M. Easton, Rebecca L. Schneider, M. Todd Walter. 2013. "Modeling the hydraulic effects of roadside ditch networks on receiving waters." Journal of Hydrology 293-305. Choctawatchee, PEA and Yellow Rivers Watershed Management Authority. 2000. "Recommended Practices Manual A Guideline for Maintenance and Service of Unpaved Roads." Environmental Protection Agency, February. City of Chickasaw. 2014. National Pollutant Discharge Elimination System Municipal Separate Storm Sewer System Storm Water Management Program. Implementation of EPA "Waters of the United States" ruling, Mobile: Volkert, Inc. Kimberly Falbo, Rebecca L. Schneider, Daniel H. Buckley, M. Todd Walter, Peter W. Bergholtz, Brian P. Buchanan. 2013. "Roadside ditches as conduits of fecal indicator organisms and sediment: Implications for water quality management." Journal if Environmental Management 1050-1059. Ohio Department of Transportation. 2015. "ODOT Post Construction Storm Water Best Management Practices Maintenance "Do's and Dont's"." Location and Design Manual Volume Two Drainage Design. Columbus: ODOT Office of Hydraulic Engineering, Jan 16. Schneider, Rebecca. 2013. Cornell Climate Change. Accessed 02 13, 2015. http://climatechange.cornell.edu/re-plumbing-our-watersheds/. 11 —. 2010. "Cornell Local Roads Program." Roadside Ditches, Best Management Practices to Reduce Floods, Droughts, and Water Pollution. http://www.clrp.cornell.edu/tip_sheets/pdf/others/roadsideditches.pdf. Smith, Duane E. 2006. "Local Roads Maintenance Workers' Manual." Ames: Iowa Department of Transportation, Center for Transportation Research and Education, June . University of Minnesota Sea Grant Program and the Natural Resources Research Institute, University of Minnesota Duluth. 2014. "Protecting Lakes and Streams through Proper Ditch Maintenance." Field Guide for Maintaining Rural Roadside Ditches. Duluth: Regents of the University of Minnesota. 12