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SUMMER 2010
BY: Dr. John Kiefer, PE, PWS
Dr. John Kiefer, PE, PWS
Stream assessment and restoration approaches have advanced substantially during the last 20 years (NRCS 2007, Knighton 1998). While this has been especially true for streams with high sediment loads and perennial flow found in temperate climates, until recently, similar information was lacking for seasonally-wet warmlatitude streams including those of peninsular Florida. A few months ago, our research team from BCI and the University of Florida (professors Joann Mossa and Bill Wise) completed an original three-year study of the natural streams of peninsular Florida aimed at providing much-needed tools necessary to facilitate better practical understanding and restoration of Florida’s streams (Kiefer 2010). BCI’s scientists measured or derived more than 120 variables from 56 sites located between the Suwannee River and Lake Okeechobee. These streams drained watersheds ranging from less than 0.2 to greater than 300 square miles. This study was important because Florida’s combination of climate and physiography (geology, soils, vegetation, and topography) are unique to North America and stream corridors are formed and maintained largely by these factors.
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SUMMER 2010
BY: Kristen Blanton, Dr. John Kiefer, Dr. Joann Mossa & Dr. William Wise
Kristen Blanton
Bankfull stage, or the elevation at which the stream just begins to overfl ow onto its floodplain, is considered an important threshold in geomorphology. Bankfull discharge, the streamflow associated with that stage, is considered the most effective streamflow for moving sediment, forming or removing bars, forming or changing bends and meanders, and generally doing work that results in the average morphological characteristics of channels (Dunne and Leopold, 1978). It is related to meander geometry characteristics (Ackers and Charlton, 1970), and is the breakpoint between processes of channel formation (erosion) and fl oodplain formation (deposition) (Copeland et al., 2000).
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SUMMER 2010
BY: Aziza Baan, John Kiefer, PhD, PE, PWS, Kristen Blanton, MS & Karen Warner, MS
Aziza Baan
In the Florida phosphate mining region, reclamation of stream channels is rigorously regulated at the state and local level with requirements to maintain or improve the biological functions of these systems affected by surface mining operations (Florida Statutes (FS), Chapter 378). BCI has worked closely with mining clients and the Florida Institute of Phosphate Research, (FIPR) to develop design metrics for restoration and reclamation of first order streams in Florida. Stream creation techniques have evolved from allowing channels to self-adjust via natural weathering processes to carefully constructing the riparian system mechanically. CF Industries (CF) hired BCI to assist in piloting a state-of-the-art demonstration project of natural channel design. The Doe Branch-5 (DB-5) project provided an opportunity to add a construction technique that differs from those deployed at previously successful stream creation projects such as DB-2 which involved stream creation by hydraulic carving. The objective was to create a palmetto lined stream that could be designed and constructed cost effectively in a few months.
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SUMMER 2010
BY: Karen Warner, MS, Mike Channen, PE, John Kiefer PhD, PE, PWS, Kristen Blanton, MS, Aziza Baan & Jacqueline Levine
Karen N. Warner, MS
Despite best efforts to avoid and minimize impacts to natural streams wherever possible, impacts sometimes occur on natural systems, and more often to altered stream channels degraded through historic land use practices. Starting in 2004, phosphate miners became the first regulated sector in Florida required to explicitly mitigate stream impacts with in-kind stream channel replacements (per 62C-16 Florida Administrative Code). Prior to this requirement, the need for stream restoration and/or reclamation to replace lost habitat had been approached through various methods with equally varying levels of success over many decades. Stream construction techniques of the past and present include reliance upon self-adjustment under climatic influences, mechanical construction, or in most cases, a combination of these techniques. The phosphate industry’s experience with these three construction techniques provides valuable lessons for stream restoration in any rural Florida setting. This body of knowledge will soon become increasingly valuable because the US Army Corps of Engineers is currently working on new in-kind stream mitigation guidance for all applicants across the state.
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SUMMER 2010
Jennifer Sagan
Submerged aquatic vegetation (SAV) colonizes approximately 2140 acres corresponding to the mesohaline/oligohaline and freshwater sections within the Lower St. Johns River (LSJR). Ten species of freshwater and brackish angiosperms as well as charophyte genera were routinely seen along the littoral shelves of the LSJR during field surveys. Ruppia maritima was the only halophyte present within the river. Vallisneria americana, Najas guadalupensis and R. maritima were the dominant species in the system, accounting for 67%, 16% and 8%, respectively, of total SAV cover. The objective of the study was to investigate 1) year-round interspecific maximum water depth distribution and 2) inter-seasonal differences in maximum water depth distribution for each species. In addition, within-bed distribution of these species was obtained. Four years of fall, winter, spring, and summer data were included from fall 2000 through summer 2004 corresponding to periods ranging from drought conditions to above-normal precipitation.
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SUMMER 2010
Jacqueline Levine
How we assess a stream depends primarily upon what type of biometrics we want to measure. In order to ensure complete data coverage, any number of analysis styles and types may be applied. Our Stream Team’s extensive expertise ensures that the successful solution will be found to help our design teams create a plan to preserve and/or restore biological integrity to our clients’ systems.
Choosing the appropriate assessment or assessments may also depend on the type of stream you will be working in. Our team has a deep understanding of the appropriate stream classification systems and is prepared to create an assessment and monitoring plan to ensure proper functions are restored or maintained.
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SPRING 2010
Nirjhar Shah, PhD
Project Engineer Dr. Nirjhar Shah recently published two articles that describe and explore the need for improvements to the modeling techniques currently utilized for shallow water-table environments to incorporate the dynamic interaction of the surface and groundwater processes due to shallow water-table conditions. The article entitled “Variability in Specific Yield under Shallow Water-table Conditions” was published in the ASCE Journal of Hydrologic Engineering and the second entitled, “Observations of Long Term Air Entrapment Affecting Runoff and Water-table Fluctuations” was published in the International Journal of Water.
Both of these articles are extensions of Dr. Shah’s dissertation which involves enhancing modeling conceptualization for shallow water-table environments, such as in the South Eastern United States. These articles are intended for people working in the hydrologic and hydraulic modeling field and illustrate that processes such as variability in specific yield and air entrapment have to be studied in greater detail such that their impact can be fully understood.
The articles were born out of a need to revisit the processes that cause or impact water-table fluctuations. This was determined because for shallow water-table environments it becomes very difficult to model the water-table fluctuations using traditional methodologies. Model parameters have to be tweaked sometimes to values which may depart significantly from the widely accepted parameter’s value. The objective was to make sure that the modeling conceptualizations that are used currently are sufficient to describe the physical processes. Dr. Shah has provided summaries of both articles and the results of the findings for this publication.
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SPRING 2010
Karen N. Warner, MS
Situated as the first lake downstream of Lake Apopka in the Harris Chain of Lakes and ultimately discharging to the Ocklawaha River, Lake Beauclair encompasses approximately 1,118 acres. Lake Beauclair is located along the eastern edge of Lake County, and receives controlled discharges from Lake Apopka via the Apopka-Beauclair (AB) Canal. Long-term sediment and nutrient inputs to Lake Beauclair have degraded the aquatic plant, fish, and wildlife assemblages, largely due to high levels of phosphorus and low dissolved oxygen.
BCI is currently working with the Lake County Water Authority (LCWA) to obtain state and federal permits necessary for sediment removal within the Lake to improve aquatic habitat, water quality and navigation. LCWA has partnered with the St. John’s River Water Management District (SJRWMD) and the Florida Fish and Wildlife Conservation Commission (FWC) on the enhancement initiative within the western-most portion of Lake Beauclair where anthropogenic sediment deposits are most pronounced.
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SPRING 2010
GEROLD MORRISON, PhD
In January, 2009, the U.S. Environmental Protection Agency (EPA) determined that numeric criteria must be developed for nutrientrelated pollution in the State of Florida in order to meet the requirements of the federal Clean Water Act (CWA). Draft criteria for total nitrogen (TN) and total phosphorus (TP), the two most important nutrients in water quality management, were proposed for Florida’s inland waters in January 2010. Numeric criteria for TN and TP in estuaries and coastal waters are expected in 2011. These steps could be indicative of things to come throughout the country.
In Florida, water quality management is guided by state statutes, such as the Florida Watershed Protection Act (FWPA; Sect. 403.067, Florida Statutes), as well as by the “fishable and swimmable” requirements of the federal CWA. The legal requirements of the state and federal statutes differ in some respects, however, particularly in their requirements for the development of “total maximum daily loads” (TMDLs). The TMDL process begins with the identification of “impaired” waters, which are defined as waterbodies that are not currently meeting one or more water quality standards.
For each impaired waterbody, a TMDL report is developed identifying the pollutants causing its impairment and estimating the maximum quantities (loads) of those pollutants that can be discharged to the waterbody while still allowing it to meet standards. TMDL reports also estimate the reductions in pollutant loads that will be needed to bring an impaired waterbody into compliance with existing standards, and indicate how those reductions should be allocated among the point and non-point pollutant sources in the contributing watershed. Because pollutant load reduction projects are costly, the development and implementation of TMDLs is a potentially contentious process for regulatory agencies and the regulated community.
With respect to nutrientrelated TMDLs the primary regulated entities are local governments (which operate municipal sewage treatment and stormwater management systems) and certain types of industrial facilities (such as fertilizer manufacturing and processing plants) whose discharges could potentially contain elevated concentrations of TN or TP. These entities are regulated as point sources under the National Pollution Discharge Elimination System (NPDES) permitting program which is administered by EPA and the Florida Department of Environmental Protection (FDEP).
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Winter 2009
Jennifer J. Sagan, MS
BCI has been providing comprehensive field and technical services to the St. Johns River Water Management District (SJRWMD) for 10 years. The work has involved on-site support for fulfilling the District’s core mission of surface water protection through environmental monitoring, restoration, and management. The 29 personnel currently provided for these tasks include field technicians, environmental scientists, chemists, database managers, programmers, and engineer scientists.
BCI provides project support to 15 SJRWMD project managers on a full-time basis for District critical projects such as Alternative Water Source Impact Evaluation, Minimum Flows and Levels (MFLs), the Lake Apopka Restoration Project, Total Maximum Daily Loads (TMDLs) establishment, and the Surface Water Quality Monitoring Networks program. Some of these projects and tasks for which our personnel are assigned are highlighted below:
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