Publications

BY: Michelle Hopkins, PE, CFM; Mark Schwartz, PE, CFM; and Nirjhar Shah, PhD, CFM, EI

Southern Corkscrew Regional Ecosystem Watershed Restoration ProjectAMEC-BCI in conjunction with TKW Consulting Engineers, Inc. has been working with the South Florida Water Management District (SFWMD) on a hydrologic restoration project in southwestern Florida. Located in Lee County, the project site is in the City of Bonita Springs and forms a part of the Imperial River Watershed (Figure 1). The project was initiated in response to the recommendations of the South Lee County Watershed Study (SLCWS) that was conducted following severe flooding that occurred in 1992 and 1995 in the City of Bonita Springs.

Formally known as the Southern Corkscrew Regional Ecosystem Watershed (Southern CREW) Critical Project, the project encompasses an area of 4,150 acres and extends westward from the Lee-Collier county line (Figure 1). Based on the proposed restoration objectives outlined by the U.S. Army Corps of Engineers’ (USACE) environmental assessment (EA) of the Southern CREW project area in 1999, SFWMD made the Southern CREW project a part of its Comprehensive Everglades Restoration Program (CERP).

The main objective of this project is to hydrologically restore, without offsite impacts, this environmentally sensitive area that has been altered by the residential development, roads, and agricultural ditches. AMEC-BCI’s role in this high profile restoration project was to modify and use numerical modeling of the area as a means to provide rationale for measurements and comparisons of the proposed restoration actions. The model developed for this project was also used to identify potential off-site impacts by providing quantitative estimates of water depth, groundwater response and hydroperiod. For this project, AMEC-BCI selected DHI’s MIKE SHE (DHI 2008a and 2008b) as a modeling program of-choice to represent the integrated surface and ground water system.

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BY: Kelly Crew (AMEC-BCI), W. Godwin, E. Cotsenmoyer, M. Coveney, E. Lowe, J. Stenberg, R. Conrow, and J. Peterson

hydrilla-1
Reducing the spread of hydrilla (Hydrilla verticillata) in the Upper Ocklawaha River Basin (UORB) in Central Florida is integral to achieving restoration goals for lakes in the basin, which form the primary headwaters for the Ocklawaha River (Figure 1). UORB lakes are high priority water bodies under the St. Johns River Water Management District’s (SJRWMD) Surface Water Improvement and Management (SWIM) program. SJRWMD and partners have made substantial investments in watershed restoration at Lakes Apopka and Griffin since the early 1990s, and water quality is improving (Coveney et al. 2005, Godwin et al. 2010). In anticipation of increased water clarity from these efforts, SJRWMD joined Lake County Mosquito and Aquatic Plant Management (LCMAPM) and the Florida Department of Environmental Protection (FDEP) in a surveillance-based, early detection/rapid response management program for hydrilla in the UORB.

The goal of surveillance-based management is to treat hydrilla early and often, thus avoiding expensive large-scale herbicide applications. FDEP adopted this approach for hydrilla from the United States Army Corps of Engineers (USACE) program for nuisance water hyacinth (Eichornia crassipes; Schardt 1994; Miller et al. 2000). Joyce (1985) found that maintaining water hyacinth at the lowest feasible levels reduced herbicide use, sediment accretion, and the formation of anoxic conditions caused by shading and plant decomposition. A later study found that controlling hydrilla before it formed a canopy significantly reduced the amount of organic sediment produced, as well as the number and total weight of its reproductive tubers (Joyce et al. 1992).


 

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BY: Sherry Brandt-Williams and May Lehmensiek
Presented at the 22nd Annual Florida Lake Management Society conference in June of this year

Assessment of Dissolved Oxygen in Blackwater SystemsThe surface water quality standards of Florida establish a dissolved oxygen (DO) standard of 5.0 mg/L for Class III waters (FL Statutes Chapter 62-302, F.A.C.) Concentrations below this for extended periods of time can lead to fish kills and other negative ecological impacts if the aquatic system has structured itself around higher oxygen concentrations. Any deviations from this minimum level are typically assumed to be of anthropogenic origin related to excess organic material or nutrient loading from the watershed. While this is often true, and usually related to point and nonpoint source pollution loads, some water bodies receive high loads of organic materials from natural sources such as forests and wetlands. The effect of these natural organic loads is accentuated in warm, slow moving, low gradient rivers and lakes with long hydraulic residence times. There is interest in revising the standard to better reflect these types of systems to avoid dedicating resources to fix a perceived impairment that actually reflects a healthy system.

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BY: Kelly Crew, Walt Godwin, Janet Nunley, John Stenberg, Randy Roth, Brian Sparks, Mike Coveney, and Roxanne Conrow
This presentation was written as a collaborative effort between AMEC-BCI staff and SJRWMD staff listed in the byline. Bios for AMEC-BCI staff are below.

Changes in Residual Fish Pesticide Concentrations - Following Dredge Spoil Deposition in a Restored WetlandFormer muck farming practices on St. Johns River Water Management District’s (SJRWMD) Area 7 in Emeralda Marsh Conservation Area left elevated soil organochlorine pesticides (OCPs) that posed a potential threat to piscivorous birds. In 2004, SJRWMD worked in conjunction with AMEC-BCI and Lake County Water Authority (LCWA) to design a spoil disposal project that would result in reduced fish exposure to OCPs in Area 7. The design involved overlaying the contaminated sediments with spoil material from Lake Griffin canals, which were being dredged by LCWA for maintenance.

Between August 2005 and June 2008, approximately 206,400 m3 of material from the canals was deposited in a containment area in Area 7. Distribution of the spoil material was uneven throughout the containment area, creating several islands. Approximately 54% of the containment area increased by a minimum elevation of 0.15 m and 33% increased by more than 0.3 m. Fish were sampled for OCP concentrations in their tissue before, during and after disposal activities.

Whole-body fish samples were collected from Area 7 in 2003, 2004, 2006, 2008, 2009, and 2010 using a Smith-Root GPP 9.0 electrofisher. Common species were Micropterus salmoides (largemouth bass), Lepomis microlophus (redear sunfish), Lepomis macrochirus (bluegill), Pomoxis nigromaculatus (black crappie), Notemigonus chrysoleucas (golden shiner), and Dorsoma cepedianum (gizzard shad). Concentrations of OCPs were compared from before and after disposal activities.

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appliedgeophysics-tBY: Finn Michelsen, PG
It would be fair to say that geophysics technology applied to engineering and environmental projects has, in part, been “oversold” in terms what it can do, data expectations, and appropriateness of the method(s) selected. However, given some of the recent advances with instruments technology and data processing capabilities, it would be equally fair to say that applied geophysics is now largely “undersold”. But such is the case with the introduction of new and improved technology. Within the geophysical industry, there is often a time lag between the introduction of new instruments and data processing technology, and its widespread commercial use. Part of the reason for this is because once we discover how well any new technology developments work, we often discover different ways to make improvements in the way geophysical data is acquired, processed, and interpreted. Often,we experience a dramatic reduction in application costs versus the amount and quality of geophysical data acquired.

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