Loading...
Item F5 Marine Resources BOARD OF COUNTY COMMISSIONERS AGENDAITEMS~ARY Meeting Date: 22 February 2001 Division: Growth Management Bulk Item: Yes No _X_ Department: Marine Resources AGENDA ITEM WORDING: Review and approval of recommendations from the Technical Advisory Committee to enter into contract negotiations with the firm of LawGibb to complete the Master Plan for Improving Water Quality in Residential Canals in the Florida Keys. ITEM BACKGROUND: In October 2000, the County approved a grant agreement with the Florida Department of Community Affairs, $175,000 of which provided funding to complete a Master Plan for improving water quality in canals of the Florida Keys. At the November 2000 BOCC meeting the Department requested and received permission to advertise for Statements of Qualification to complete the project. After advertisement by the Purchasing Department, the deadline for receipt of Statements of Qualification was 31 January 2001. The Technical Review Committee received and reviewed the Statements on 2 February 2001 and completed its review on 5 February 2001. The Committee unanimously supported the firm of LawGibb to provide services to complete the Master Plan for Improving Water Quality in Residential Canals in the Florida Keys. A summary of the T AC' s findings are attached for your review as are copies of the Statements of Qualification. PREVIOUS RELEVANT BOARD ACTION: 19 October 2000 - Approval of FDCA Grant Agreement to fund the project 22 November 2000 - Approval to send out a Request for Statements of Qualification ST AFF RECOMMENDATION: Approval of LawGibb for the Canal Study and direct staff to begin contract negotiations with the firm. TOTAL COST: _$175,000 COST TO COUNTY: $0 BUDGETED: Yes _X_ No APPROVED BY: County Attorney _NA_ DEPARTMENT DIRECTOR APPROVAL: Ge anagement DIVISION DIRECTOR APPROVAL: Tim DOCUMENT A TION: Included ~ To follow __ DISPOSITION: Agenda Item #: BCOJ 0220 02105/018:11 AM l,Ft5 --_= -- _-~-: ---o,--i-'-'--- -~__ ______ __ _ __ ~~ _'C_ _____--___ ~_ - _______________.n___' ~'-~-=- ,----- -- ------~_._-~ - -- -- ---- -- -- --- .- -- - - ----. ----------- - - --.- - -- - ------- - --- ---,------- --- .- -- - - .- t.fc:Ii1rOe'. ......:.~~.......:...........~... .:..............County......... .... . '.' ....... ...... .. - --.--- --- --- - - - -- . - - -- - -~ , .' ,-' - -- , -- - - - --~- in Prepared for: 11_... 'C..La, ............ ............ stOOCollege RoOd~ Public .service Bldg., Cross Wing Room #002. Stoctl Island Key West. Florida 33040 Prepared by: ..LA~~..M~.... ..uh................, lIKe . .5845 NW 58th Street Miami LaRes. Florido 33014 l;A\\7GlB13. <~.' .' '~RC>.'~"'P~ jantKllY.3t2001 LAwGmB ~ G~C>"{JP~ January 31. 2001 MONMI COUIIIY Purchasing Department 5100 College Road. Public Service Building Cross Wing. Room #002. StocR Island Key West. FL 33040 Subject: Request for Qualifications -NAsft. PLAN .oa I_ROVING WAft. OUALI'IY IN RUIDINTIAL CANAu. Monroe County. Florida LAwClBB Proposal Number 40799-1-0003 Dear Purchasing Agent: In response to the Monroe County Purchasing Department's Request for Qualifications related to improving water quality in residential canals, LAW ENGlNIIRlNG AND EWIRONIIINTAL 'IRVICU, INe. (LAwGlaa) is pleased to submit this documentation of our qualifications. The attached documentation describes our expertise and familiarity with related projects, as well as our tmowledge of important issues particular to your challenges. We have assembled a team of highly qualified professionals that are available to meet your needs. LAwClBB is a full-service environmental engineering finn that has been operating continuously throughout Rorida for nearly 50 years. Our Miami office is strategically located to provide quicR response to your project needs. In addition, our experienced team offers extensive bnowleclge of regional issues of importance to the Florida Keys. LAwCIBB's capabilities will be supplemented by two finns: Sandra Waten Consultants, Inc., located in Key West and Hydrologic Associates USA, Inc.. located in Miami, who bring to the project local regulatory and hydrologic experience. Our team also includes Dr. Kathleen Sullivan-Sealy of the University of Miami, who will provide additional local water quality expertise. The LAwClBB team is capable of providing the resources to address the needs identified in your request including canal inventory utilizing CIS, water quality monitoring, modeling, design and interpretation, feasibility studies, cost analyses, water quality assessments of various canal configurations. and project design expertise. We believe you will find the expertise and support of our team to be a strategic asset in developing your water quality master plan. In addition, we have womed with numerous public agencies in South Florida and understand the regulatory processes and climate. We pride ourselves on providing the depth of expertise needed to address our client's needs in a timely and cost-effective manner. LA.\"v' E:-!g!i-!~c;:n;; ctnd :=il\/;;-OrlrrH:::--,Tal Set'\,':ces in~. 5845 ~~\/-.i : 5f3til S~re€t . r'.,;1ian-:t L2r.CS. FL 33014 305-226-5588. Fa'x 305-826-1799 ....",.,....... -..,."".",., I.",......", ., ".".",,.,~..., ..,." 0"''' January 31, 2001 LA W EngJ"..rlng tmd EmlJronn>>ntaJ S.Nk." Ine. (LA wG'BB) PropomJ Numh.r 40799-1-0003 LAWCIBB'S authorized representative for this project will be Dr. Thomas E. Lodge, Ph.D., CEP. Dr. Lodge is a technical Principal of the finn authorized to maRe representations on behalf of LAWCIBB, and will be the project's point of contact assuring all necessary resources are adequately committed. Located in our Miami office, Dr. Lodge can be contacted at 5845 NW 158th Street, Miami La~es, Florida 33014, (305) 826-5588 Phone, (305) 826-1799 Fax. or by e- mail address at tlodge@lawco.com. He has extensive experience with directing important, large-scale projects, including projects in the Florida Keys, and is committed to providing outstanding client response services. As indicated in the attached response documentation, LAWCIBB is uniquely qualified to provide the water quality assessment and design expertise necessary to prepare the master plan. As demonstrated during our recently completed stormwater master plan for one of the Keys communities, we will provide the resources needed to respond to your project needs. Again, on behalf of LAWCIBB, we are pleased to submit our technical qualifications and share our vision for the project scope. We are excited by the potential opportunity to provide the requested water quality services and Ioo~ forward to woming with Monroe County. Sincerely, LAW ENGlNIIRlN~ AND ENVIRONMINIAL SIaVICIS, INC. '1\~1DllctS LCc\C\(_ Thomas E. Lodge, Ph.D., cEP Principal Environmental Scientist '~u' ( 1" T~'7 " 1f~'-1y/,-uL Patricia L GJrtenbach, P.c. Senior Geologist ('U3 SIGNED BY. WITH PERMISSION Distribution: Addressee (2) Originals/(S) Copies File (1) Mb\rnarMting\proposals\40799-1-0003\proposal 2 SECTION I PROFESSIONAL QUALIFICATIONS Professional Qualifications LA\.VCIBB is a full service environmental and engineering finn with 58 offices in the US and 54 offices overseas. Headquartered in Atlanta, Ceorgia, LA\.VCIBB was established in 1946 and has been operating cortinuously in Florida since 1953. Presently, there are nine offices in Florida, with over 70 professionals located in the Miami office. Our local penonnel offer extemive I:mowledge of regional issues of importance to the Florida Keys are located to provide rapid response to your project needs. LA\.VCIBB is teaming with two highly qualified finns with additional local regulatory, hydrological and water quality experience: SANDRA WALnR' CONIULTANn, INe. (JWC) and HvDltOLOGIC ASSOClATIS USA, INC. (HAl) In addition, the LA\.VCIBB team will be supported by DR. KATHLIIN SULLIVAN-JULY, a professor with the Univenity of Miami who has done extensive water quality wom in the Keys and Bahamas. Following is a brief summary of each team member's qualifications: LAwG... GROUP, INC. Headquartered in Atlanta, Ceorgia, Law Engineering and Environmental Services, Inc. (LA\.VCIBB) was established in 1946. The company was incorporated in 1948 as an employee- owned comulting engineering and testing company. In 1989, LA\.VCIBB fonned a partnenhip with London-based Sir Alexander Gibb and Partnen Ud (GI88) to fonn LA\.VCIBB Group. Ranl:?ed in the top four percent of consulting finns in the US and the top 20 intemational design finns, LA\.VCIBB operates from 90 local offices in 30 countries and employs more than 4,000 professionals. LA\.VCIBB has extemive experience in managing large stonnwater, wastewater and water quality projects; and expertise in data collection, statistical analyses, planning, groundwaterlsurfacewaterlstonnwater/water budget modeling, hydraulic and wastewater treatment design; and database management using the latest hardware and software. We have managed numerous projects of similar size and type in Florida and throughout the Southeast. Our finn has an established record of delivering high-quality, value-added services on schedule and within budget. The LA\.VCIBB team has highly qualified, respomible professional and technical penonnel in the diSCiplines required for successful execution of this contract. Following are LA\.VCIBB'S bey penonnel. Resumes for our bey penonnel and the entire project team are located at the end of this section. ~.,...... -..".. 11'-'" I." ~... .,.,.. ~...",. ....."" C... January ~ 2001 LA W Entll_.rlnt1 and Enll/""'",.ntal S.1Vk." Inc. (L4 wGlBB) PropOlal NumIHr 40799-1-0003 The TE~NICAL PRINCPAL of the project will be DR. IHolIIU L LODGI, PH.D, CEP a recognized expert on the ecology of South Florida, where he has been conducting environmental studies for nearly 30 years. As a principal scientist in LA\.VCJBB's Miami office, Dr. Lodge will be intimately involved with all aspects of the project, particularly regarding the ecological aspects of assessing and resolving water quality issues. The PROJECT MANACER, will be PA'nIaA GIIITINaaCH, PeG. As a Senior Geologist in LA\.\CIBB'S Miami office, she is strategically positioned to fill this role efficiently. Ms. Gertenbach has ten years of experience in the environmental field selVing both public and private clients. She has considerable experience managing multi-tasRed projects involving surfacewater and groundwater quality, wOrRing with regulatory agencies, and assisting clients with pennitting, environmental and natural-resource issues. She is currently managing a large wetland/shallow marine monitoring project in the southem Keys. DaVID Ie 'AMPLI, P.L will provide surfacewater/stonnwater modeling expertise, and guide the development of the water and nutrient budgets for each canal site. Mr. Sample has an extensive bacl:K.Jround in modeling surfacewater and stonnwater at small scales appropriate to the level of this project. He is published in areas featuring integration of GIS, economic analysis, and modeling. 'UDDIC. K. MaROTTI P.L, DeLE will provide guidance on wastewater treatment and land application design. Mr. Marotte's twenty-five years experience includes the evaluation, design and remediation of RCRAlCERCLA contaminated sites, the development and evaluation of processes to treat contaminated water and soil, and the evaluation and design of wastewater treatment systems for municipalities and industry. Mr. Marotte is an internationally recognized expert in biological and physical/chemical wastewater treatment. HYDROLOGIC ASSOClATU USA, INC. Hydrologic Associates USA, Ine. (HAl) was established in 1988 in response to a growing need for hydrologic and hydrogeologic data collection, data analysis, and interpretation, contamination assessment, assistance in land-use planning, and technical consultation on environmental issues. HAl's staff consists of eight full time and five part time professionals, including three registered professional geologists and two registered professional engineers, who have accumulated over 150 years of experience derived from various scientific investigations assessing the hydrologic and geologic characteristics of Florida and the Caribbean. Our offices in Miami, Orlando, and Puerto Rico are located to selVe the Southeastem United States, Central and South America, and the Caribbean. The staff of HAl has the capability of providing a wide range of selVices to govemmental agencies, universities and private industry, including: · Water quality investigations, such as stonnwater runoff analysis; evaluation of geochemical processes; Saltwater Intrusion Monitoring (SVJI M) programs; networR analysis; and design and implementation of water quality monitoring networRs. · Hydrologic data collection, computation, and evaluation of groundwater, surfacewater, water quality, and rainfall. . Development of specialized hydrologic instrumentation. · Aquifer remediation and restoration. 2 ~.,...... _....",..,,., '''' 41"" ..... ...., ill .MIt/tH1JIMI...." January 31, 2001 LA W E/rfIJne.rlng tItId EmlIron",.ntal S.NIc." In&. (LAWClBB) /JropoIa1 Numb.r 40799-1-0003 . Quantitative groundwater investigations, including evaluation of aquifer characteristics (aquifer testing, determination of transmissivity, storage coefficients, and leaRance); evaluation of groundwater wells (specific capacity tests wellfield analysis); groundwater modeling of flow and solute transport (two-dimensional and three-dimensional digital simulations); and water budget analysis. . Quantitative surfacewater investigations, including evaluation of basin characteristics; flood analysis; tidal relations; groundwater I surfacewater relations; bridge site analysis; and effects of water management practices. HAl's Rey penonnel are .IIAD WALL'" and ._ MILL.., P.L Mr. Waller is a principal hydrologist with HAl with over 30 yean experience dealing with hydrologic issues in south Florida, Mexico and the Caribbean. The primary focus of his wom has been the effects of water management practices, including canals and structures, ground and surfacewater quality, saltwater intrusion, and hydrogeologic analysis. Mr. Miller is a Senior Engineer and hydraulics specialist. His recently completed projects include hydraulic (modeling) analysis of the Key West Saltponds, flood analysis in urban Miami-Dade County, hydraulic design of the Rainforest exhibit at Fairchild Tropical Cardens, and numerous tidal flushing studies for marina design and maintenance. SANDRA WALnRJ CONSULIANn, INe. The principal of the firm, SANDRA W&LIIII., has 23 yean experience in environmental, public facilities, and land use planning and public informationlinvolvement in South Florida, and has worRed in the Florida Keys since the mid-1970s. Sandra Walters Consultants, Inc. (S\A1C) worm in all areas of environmental and public facilities planning and pennitting, including wetland pennitting and mitigation design, onsite supervision of construction activities in environmentally sensitive areas, and conducting a variety of environmental services related to contamination. The company has extensive experience woming with local, state and federal regulatory agencies in developing project designs that minimize environmental impacts and meet pennitting requirements. They also have developed mitigation plans for unavoidable impacts that enhance and restore natural water circulation and habitat of endangered species that have received endorsement from the U.S. Fish and Wildlife Service and Florida Fish and Came Conservation Commission Sandra Walters and '1M KIlAICOSICI, project specialist, have both field and project managerial experience woming with water quality issues in the Florida Keys, including environmental assessments and ground and surfacewater sampling and analysis. Some relevant examples of this experience include: . Examination of physical and biological parameters in a canal system on Big Pine Key in regard to a pending pennit for installation of an air curtain at the entrance. Wom included investigation of similar air curtains at canals elsewhere on Big Pine Key and on Cudjoe Key, and preparation of expert testimony for a State administrative hearing. . Evaluation of biota and water quality in a canal system on Little Torch Key in regard to potential expansion of a marina at the entrance. . Scuba examination of the surface and surrounding area of the Navy Mole Pier at Truman Waterfront in Key West. . Submerged habitat survey of Key West Harbor and vicinity. . Collection and testing of sediment samples in Key West Harbor (CompQAP #880467). 3 .....",.,...... -..,.,,,..,., I,." 11_' w..,., ~ III ..,.."",., c--m January 31. 2001 LA W Engineering and Etw/ronmental Sef1lkel. Ine. (Z.AWCies) Propo,al Number 40799-1-<x)()3 D.. IlATHUlN JULLlVAN-JULY D.. IlATHLIIN SuLLIVAN-JULY is an associate professor at the University of Miami in the Department of Biology. Her graduate wom focused on the physiological ecology of deep-sea fishes but since ta~ing a faculty position at the University of Miami has shifted to energetia of reef invertebrates. Dr. Sealey's research now addresses broad ecological responses of reefs and tropical coastal systems to overfishing and alteratiom of water quality. She worRed initially in the Rorida Keys and Bahamas examining reefs as islands for distribution of invertebrates and fish predators which led to mapping reefs on a variety of scales for ecological studies. In 1992, . when the University of Miami and the Nature Conservancy cooperated in the creation of the Marine Conservation Sdence Center, Dr. Sealey was appointed dired:or and was tas~ to develop a rapid ecological assessment (REA) program for the Canbbean Division of the Nature Conservancy. These REAs were carried out in Jamaica, Belize, Bahamas, Dominican Republic and Cuba. 4 ,-...,.. I J ~ .& ....~ JQ c:: ~ 1::-- &1 ~a8 .- tft ~ .= & a ~ J: .= ~~ ::I.:: Co e ~- ..0 5 m 81) C1J5 e ~ c: c: O i_ :> iIIII:: 0 .:; ... Co e - '- o ""'" c .Q c. .. ~ '" ~ ~ ~~ co:; DO ~~ ~~ RESUMES THOMAS E. LODGE, Ph.D., CEP Principal Environmental Scientist, Ecologist EDUCATION Ph.D., Biology, 1974, University of Miami B.A., Zoology, 1966, Ohio Wesleyan University PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS Certified Environmental Professional (CEP), National Association of Environmental Professionals Advanced Open Water Diver Certification (pADn PROFESSIONAL MEMBERSmpS AND ASSOCIATIONS Association of Southeastern Biologists Ecological Society of America Florida Academy of Sciences Appointed member, Multi-Species Ecosystem Recovery Implementation Team (MERIT) National Association of Environmental Professionals, NAEP Certification Review Board (1992-5) HONORS Departmental Honors in Zoology, Ohio Wesleyan University, 1966 National Science Foundation Traineeship, 1966-1969 Organization for Tropical Studies, Costa Rica, 1967 President's Award, Law Engineering and Environmental Services, 1994 Orange High School Alumni Hall of Fame, 1997 CAREER SUMMARY Dr. Lodge's professional experience began in 1971 and centers around environmental studies in Florida. He has served as manager on projects pertaining to freshwater and estuarine water quality; terrestrial, wetland, and aquatic wildlife, especially regarding rare, threatened, and endangered species; environmental conditions such as noise; and environmental contaminants, notably polychlorinated biphenyls (PCBs). The primary applications of his work have been in federal, state, and local wetland permitting; Florida Developments of Regional Impact; and NEP A Environmental Assessments and Environmental Impact Statements. He has professional experience in Florida, Georgia, and Puerto Rico, and background experience in Ohio and Costa Rica. He has often served as an expert witness. Dr. Lodge's scientific expertise is in aquatic and wetland habitats, particularly regarding fishes (his doctoral dissertation topic concerned the physiological ecology of freshwater fishes), but he has worked with many aspects of flora, fauna, water quality, threatened and endangered species, and environmental impacts resulting from a variety of activities. He has conducted extensive evaluations of "wetlands jurisdiction" based on federal and state protocols; developed site-specific management plans for bald eagles; conducted numerous estuarine and coastal marine studies including coral reefs; developed a system for evaluating wetland ecological impacts and their corresponding mitigation; developed many wetland mitigation plans and overseen their construction; and served on the Melaleuca Technical Advisory Committee for the South Florida Water Management District. Law Engineering and Environmental Services. Inc. Thomas E. Lodge, Ph.D., CEP Ecologist Page 2 Dr. Lodge has served clients in both the public and private sectors. Government clients have included the U.S. AnDy Corps of Engineers, Kennedy Space Center, the Florida Department of Transportation, and two large international airports in central and southern Florida. Private clients have included industrial, commercial, and numerous residential land developers, major agricultural interests, oil companies, and two large electric power utilities. During his high school and undergraduate studies, he worked part-time for the Cleveland (Ohio) Museum of Natural History as curator of the fish collection (1959-1966) and teacher in the museum's Future Scientists Program (1965-6). In addition to his consulting work, Dr Lodge authored The Everglades Handbook: Understanding the Ecosystem, a book widely used as a college text. From 1996 to 1998, he served as Director of The Kampong, a botanical garden in Miami and the former estate of world plant explorer David Fairchild (1869-1954) famed for his introductions of edible plants to the United States, including soy beans and numerous tropical fruit trees. Currently, he teaches one section of South Florida Ecology each semester at Florida International University under an Invited Faculty appointment. SELECTED PROJECTS · Peer-review team member for evaluating the 30% design of a 17,000-acre stormwater treatment area (STA) for the Everglades Agricultural Area (EAA) for the South Florida Water Management District. The ST A is one of six designed to treat high phosphorus levels of water leaving Lake Okeechobee and the EAA, prior to its discharge to the Everglades, a requirement of the Everglades Forever Act of 1994. Work involved ecological implications of design features and suggested improvements in treatment, including cost/value analysis (lead ecologist, 2000). · Critique and suggested modification of the Wetland Rapid Assessment Methodology (WRAP) for use in wetland pine plantations in northern Florida. The original methodology was developed by the South Florida Water Management District without reference to this type of plant community. Thus, the application of WRAP by the U.S. Army Corps of Engineers (COE) in pine plantations was problematic. This work was done for a private land developer at the request of the COE (principal scientist, 1999). . Peer review of the Florida Everglades Hydrogeomorphic (HGM) Regional Guidebook draft technical report, vegetation component. The U.S. Army Corps of Engineers requested Dr. Lodge to review this draft document, based on his experience with wetland quality and his specific expertise in the Everglades (principal scientist, 1998). · Evaluation of an Environmental Impact Assessment (ErA), New Providence Island, Bahamas. The Bahamian Government retained LA WGIBB to conduct an independent review of an EIA submitted for a planned 500-acre residential development with tidal waterways, a marina, and a golf course. The evaluation included stormwater, wastewater, hazardous substances, threatened and endangered species, wildlife habitat, vegetation, wetlands, shoreline features, coral reefs, and historical/archaeological resources. Regulations that apply in Florida formed the basis of review, particularly where they pertained specifically to the Florida Keys (principal investigator, 1998). · Wetland evaluation method for lands in the historic Everglades. This methodology, called the wetland quality index (wQI) was developed to provide a consistent, defensible method for determining the equivalency between impacts and compensatory mitigation. The WQI methodology was used by the U.S. Army Corps of Engineers in its Clean Water Act section 404 permit for the 2700-acre Weston Increment III residential development in Broward County, issued in February, Law Engineering and Environmental Services, Inc. ThollUls E. Lodge, Ph.D., CEP Ecologist Page 3 1996. It was also used for a smaller Corps permit in Dade County in 1993, to justify use of a mitigation bank to compensate for wetland impacts (project director and principal author, 1992). · Clean Water Act (section 404 technical support), state wetland permitting, and Development of Regional Impact vegetation and wildlife work for a 2700-acre planned residential community located in historic, drained Everglades terrain of central Broward County, Florida. The project includes a mitigation plan for wetland enhancement for over 1500 acres, using state-of-the-art wildlife evaluations (project manager, 1991-96). · Environmental Impact Statement: improvements to u.S. Highway No.1 from Florida City to Key Largo, Florida. This coastal project involved extensive hydrologic and endangered species (eg. American crocodile and Florida panther) considerations, and dealt with Everglades National Park, Florida Outstanding Waters and other environmental concerns including mitigation (principal scientist, 1988-93). · Water quality evaluations for development of surface water management systems for the Orlando International Airport (project manager, many phases, 1978-83). · Environmental Resource Document for Kennedy Space Center. This 423-page NEPA document is an "Institutional EIS", requiring an update every 5 years. It is a compilation of background information on operations, facilities, biota, etc., for the purposes of future site planning (project manager 1985- 86). · Environmental Impact Statement for the Okeechobee Waterway for the period 1880 through 1980, an after-the-fact evaluation of environmental effects, for the U.S. Army Corps of Engineers. Among many historic investigations, the project involved extensive interpretation of 1940's aerial photographs covering the project corridor from the Gulf of Mexico, along the Caloosahatchee River, around Lake Okeechobee, and along the St. Lucie Canal and St. Lucie Inlet to the Atlantic Ocean: the route from Ft. Myers to Stuart, Florida (principal scientist, 1980-81). · Environmental Impact Statement for a 1,000-acre water front residential development in Punta Gorda, Florida including extensive monitoring and assessment of tidal canals (principal scientist, 1977-78). · Benthic habitat evaluations of residential canals on Big Pine Key. This study compared canals where there were established residents and canals lacking development in both open (tidal) and land-locked situations (field investigator, 1974). PRESENTATIONS Dr. Lodge is an accomplished speaker, giving frequent slide lectures. He is often an invited speaker on the Everglades. He currently teaches South Florida ecology at Florida International University. From 1978 to 1992 he taught chemistry for the Engineer-in- Training review course, School of Engineering, University of Miami. He has also been a lecturer/teacher for the Cleveland Museum of Natural History, for Miami-Dade Community College, and for a summer program (1972-3) in marine biology on Pigeon Key (Florida Keys). He has been an invited lecturer on threatened and endangered species (Florida Chamber Environmental Permitting Short Course, Marco Island, Florida) and on wetland impact and mitigation methodology (Southeast Wetlands Delineation and Regulation Course, Atlanta, Georgia; the Twelfth Annual Water Management Seminar, Vail Colorado, American Society of Civil Engineers 1995 South Florida Section annual meeting, and the International Conference on Scientific Aspects of Coral Reef Assessment, Monitoring, and Restoration, Ft. Lauderdale, April, 1999). Law Engineering and Environmental Services, Inc. Thoma E. Lodge, Ph.D., CEP Ecologist Page 4 PUBLICATIONS · Lodge, Thomas E. (script and direction) and Jeff Simon (photographer). 1973. "The Everglades Region, an Ecological Study," a 16 mm educational film, John Wiley and Sons, New York. · Lodge, Thomas E. 1994. The Everglades Handbook, Understanding the Ecosystem. St. Lucie Press. Introduction by Mmjory Stoneman Douglas. · Kushlan, J.A. and Thomas E. Lodge. 1974. Ecological and Distributional Notes on the Freshwater Fish of South em Florida. Florida Scientist 37(2):110-128. Years in Profession: 29 Years with LA WGIBB: 10 Law Engineering and Environmental Services, Inc. PATRICIA L. GERTENBACH, P.G. Senior Geologist EDUCATION B.S. Geology, 1991, West Georgia College, Magna Cum Laude PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS Professional Geologist - Georgia (1444), Florida (2037) SCUBA - Advanced Diver PROFESSIONAL MEMBERSIDPS AND ASSOCIATIONS National Groundwater Association (NGW A) Miami Geological Society Director - South Florida Association of Environmental Professionals (SF AEP) CAREER SUMMARY Ms. Gertenbach is a senior geologist and project manager at LA wGIBB. Project management experience includes NEP A Environmental Assessments, Phase I and Phase II assessments, mitigation monitoring and permitting, benthic and seagrass assessments and water quality monitoring. Ms. Gertenbach joined LAWGIBB in 1991 as a Staff Geologist in the National Technical Center in Kennesaw, Georgia. She worked in the Government Services Branch Environmental Assessment Department and began her environmental consulting experience by working on US Federal Government facilities including Department of Defense (DoD) Army and Air Force installations, and US Fish and Wildlife Service (USFWS) sites throughout the United States. In 1997 she joined LAwGIBB's South Florida Branch Environmental Services Department and has since become involved with both the Environmental and Natural Resources Departments. Her clients include both the public and private sector and she has used her wide range of experiences to provide comprehensive consulting services to her clients' varying needs. Ms. Gertenbach advises clients about changing regulations, and maintains a proactive approach by combining traditional proven environmental protocol with emerging issues, such as natural attenuation monitoring, and applicability of Risk Based Corrective Action (RBCA). SUB-SPECIALTY EXPERIENCE Ms. Gertenbach has served as Geologist, and/or Site/ Project Manager on a number of projects in Kansas, Ohio, Virginia, New York, Georgia, and Florida. Her experience includes aquifer analyses, contamination assessments, Geographic Information Systems (GIS), RCRA/CERCLA, Phase I and II Site Assessments, remediation projects, RBCA, NEP A Environmental Assessments, wetlands mitigation monitoring, geophysical surveys, geotechnical investigations, water quality monitoring, and wetlands and coastal construction permitting and monitoring. Ms. Gertenbach's work has included sites involving a variety of media and various contaminants such as petroleum hydrocarbons, chlorinated hydrocarbons, dioxin, metals, explosives and propellants. She has experience in working with both the private and public sectors and has worked with regulators at the local, state and federal levels in finding viable, cost- effective solutions to a wide range of environmental issues. Law Engineering and Environmental Services, Inc. PatricUl L Gertenbach, P.G. Senior Geologist Page 2 Key projects include: · Technical coordinator for GIS database. She worked with LAWGIBB's GIS department to create data management systems for projects that covered large geographic areas and/or contained large data sets. For some projects, data collected included stratigraphic and lithologic units, aquifers, soil types, water quality data, analytical data from various media, and macroinvertebrate population survey results. GIS was used as a tool to evaluate presence/absence and/or horizontal/vertical extent of contamination, identify data gaps, determine fate and transport, and develop human health and ecological risk assessments. · Ms. Gertenbach' s experience includes extensive work with aquifer analyses and groundwater monitoring, including sampling; assessment design; well installation; slug tests; percolation tests; data evaluation; data manipulation/interpretation to calculate flow direction and rates for fate and transport evaluations; and data presentation. · Evaluated and compiled current and historic information to produce a comprehensive monitoring well evaluation to guide future investigative work. By using historical information, Ms. Gertenbach was able to streamline future work to close data gaps without duplicating existing information, thereby reducing overall costs. · Worked with the local community to develop an extensive network of bicycle trails. Ms. Gertenbach evaluated whether environmental impacts were present along the trail, and, if so, evaluated the level of concern and identified what actions could be taken to address contamination concems. · Management of a long-term wetlands mitigation project for a prestigious development in western Broward County. The project involves the monitoring and assessment of the development of former agricultural land into viable wetlands. This project includes collecting avifaunal, aquatic prey, and macrophytic data, and assimilating the results. The results are then used to calculate diversity indices, and, using a formula developed by LA WGIBB and incorporated into the USACE permit, evaluate the success of the mitigation project. · Management of miscellaneous permits and permit-related work for Florida Department of Transportation, including NPDES monitoring, ERP, Class I, and SFWMD ROW permits. She has assisted FDOT with FDEP regulations regarding stormwater injection wells. · Management of mitigation monitoring during installation of utility poles for local electric cooperative in the Keys. · Ms. Gertenbach participated in an ongoing study of a 77-kilometer section of a river in western Georgia to assess the effects of human activities, land use, seasonal variations, and rainfall on nitrate and pH levels. Ms. Gertenbach's involvement included collection and analysis of samples, data interpretation using historical data, and data presentation to the Georgia Academy of Science. · Due to their local economic importance, several DoD facilities on which Ms. Gertenbach worked were closely tied to the local community. Ms. Gertenbach worked with the facilities to provide information and develop communication protocols that enabled the bases to maintain their positive working relationships with the community. These included public meetings and involvement in Environmental Fairs. Law Engineering and Environmental Services, Inc. SCOTT G. EVANSON, P. G. Principal Geologist EDUCATION B.S., Geology, 1981, Kansas University M.B.A., 1987, Eastern New Mexico University PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS Registered Professional Geologist, Florida (#1459) PROFESSIONAL MEMBERsmpS AND ASSOCIATIONS National Ground Water Association Florida Association of Environmental Professionals American Association of Petroleum Geologists CAREER SUMMARY Mr. Evanson is a principal geologist at LA wGIBB. Project management experience includes the assessment of petroleum and non-petroleum soil and ground water contamination at various types of facilities and numerous real estate assessments. He has also been involved with assessments of sites regulated by State and local pollution control regulations. Mr. Evanson joined LA wGIBB in 1992, following 11 years as a petroleum geologist with Gulf Oil and Chevron USA. His petroleum industry experience covers a broad range of subsurface evaluations performed in various geologic provinces. Mr. Evanson is also experienced in well site operations and economic evaluations oflarge scale projects. SUB-SPECIALTY EXPERIENCE EconooUc~inance Mr. Evanson has a strong background in economics and finance. He is experienced in performing cost analysis and economic evaluation (in a decision analysis framework) on high risk, large expenditure projects including a previous assignment as a leader of a cost containment team charged with improving the profitability of numerous oil fields in Southeast New Mexico. Mr. Evanson has also participated in preparing an opinion of cost for a multi-site remediation effort in South Florida. Compliance Audits Mr. Evanson has performed compliance audits of several storage tank facilities, a wastewater treatment plant and a public drinking water supply facility. Law Engineering and Environmental Services. Inc. Scott G. EVtlnson, P.G. Principal Geologist Page 2 Geologic Evaluation Mr. Evanson has performed geologic evaluations of various basins throughout the southern United States. These evaluations have included subsurface mapping of structurally complex areas and detailed stratigraphic evaluation. He is experience in collecting, interpreting and mapping drill cutting, rock core and downhole geophysical data. Mr. Evanson is also familiar with the interpretation of seismic reflection and ground penetrating radar data. Contamination Assessments Mr. Evanson has completed numerous assessments of contamination at petroleum and non-petroleum sites. Areas of expertise include geophysical applications, subsurface characterization, and field operations. Mr. Evanson is familiar with the State of Florida, and South Florida County regulations. He has completed Contamination Assessment Plans (CAP's) and Contamination Assessment Reports (CAR's) for county regulatory agencies and private sector clients. He has managed the assessment of petroleum impacts at sites in the State of Florida Petroleum Site Reimbursement Program and numerous dry cleaner assessments. Mr. Evanson is also familiar with hazardous waste issues related to lead and chlorinated solvent contamination. He has served as project manager for an assessment of lead contamination associated with buried incinerator ash, and several assessments of dry cleaning facilities. Real Estate Due Diligence Mr. Evanson is familiar with the ASTM standard procedures, has performed approximately 100 Phase I Environmental Site Assessments, and served as the principal reviewer on hundreds of additional sites. These sites were generally commercial or light industrial sites located in South and Southeast Florida. The assessments included review of regulatory files and listings, site visits, and report preparation. Real estate assessment project management experience includes one 128-site portfolio. Mr. Evanson has also performed approximately 50 Phase II Environmental Assessment and served as the principal reviewer for numerous additional sites. Tasks associated with these Phase II assessments include ground penetrating radar, monitoring well installation, soil and ground water sampling, interpretation of chemical analysis for petroleum and non-petroleum related impacts to soil and ground water. Approximately 20 of these Phase II assessments have proceeded into limited contamination assessments aimed at evaluating environmental liability . Noise Monitoring Mr. Evanson is certified in the Federal Highway Authority Noise Model (TNM). He has managed numerous noise monitoring projects including the 17th Street Causeway in Ft. Lauderdale, Florida. Years in Profession: 19 Years with LAWGIBB: 8 Law Engineering and Environmental Services, Inc. KA THLEEN M. SULLIVAN ASSOCIATE PROFESSOR, MARINE CONSERV A nON SCIENCE CENTER UNIVERSITY OF MIAMI EDUCATION B.S., University of Notre Dame, 1978 Ph.D., University of California-San Diego Scripps Institution of Oceanography, 1982 POSTDOCTORAL WORK Guyer Fellow, University of Wisconsin - Center for Limnology University of Michigan, 1982-1984 RESEARCH INTERESTS Ms. Sullivan's research interests are wide ranging, with a central theme in ecological energetics of marine populations, benthic ecology of shallow-water marine communities, methodologies for characterizing coastal marine and estuarine ecosystems, spatial patterning of benthos on coral reefs, and habitat utilization by serranid fishes. Research emphasis is on conservation science and applied ecological problems associated with monitoring change in ecological systems. Research includes the development of rapid ecological assessment of methodologies for mapping coastal ecosystems through remote sensing tools and characterizing community-level diversity. Ms. Sullivan is currently the supervisor of the Florida and Caribbean Marine Conservation Science Center. The Center is a joint operation between the Nature Conservancy (TNC) and the University of Miami with the common objective of offering expanded opportunities for research, monitoring, training, and education in the area of marine conservation science. The University and TNC both view the Center as an innovative and valuable program to further their common objectives in the field of marine conservation science, and to offer unique training and educational opportunities for students in the fields of marine science, biology, ecology, and conservation. RECENT REPRESENTATIVE PUBLICATIONS · Sullivan, K. and M. Chiappone 1993. Hierarchical methodologies and sampling design for conservation monitoring of tropical marine hardbottom communities. J. Aquat. Conserv. 3: 169-187. · Sluka, R., M. Chiappone, and K. M. Sullivan. 1994. Comparison of juvenile grouper populations in southern Florida and Central Bahamas. Bull. Mar. Sci. 54(3): 871-880. · Chiappone, M. and K. M. Sullivan. 1994. Ecological structure and dynamics of nearshore hard- bottom communities in the Florida Keys. Bull. Mar. Sci. 54(3): 747-756. · Sullivan, K. M., M. Chiappone, and C. Lott. 1994. Abundance patterns of stony corals on platform margin reefs ofthe Caicos Bank. Bahamas J. Sci. 1(3): 2-11. · Sullivan, K. M. and M. Chiappone. 1994. A rapid ecological assessment of the Montego Bay Marine Park, Jamaica. A study by the Nature Conservancy, Conservation Data Center-Jamaica, and the Natural Resources Conservation Authority. The U. S. Agency for International Development and the North-South Center. 86 pp. Resume Name: Bradley Gerald Waller Education: Gustavus Adolphus College St. Peter, Minnesota Magna Cum Laude, 1971 B.A. Biology and Chemistry (Pre Med) University of Puerto Rico - Mayaguez Institute of Marine Science Biological Oceanography, 1971 University of Miami Institute of Marine Science Biological Oceanography, 1972-73 University of Miami Department of Architecture and Engineering Environmental Engineering, 1974-76 Professional Memberships: - American Geophysical Union - Hydrology Section - American Water Resources Association - American Society of Limnology & Oceanography - International Association of Hydrologic Sciences (IAHS) Expertise: Applied Water-Quality Analysis Geochemistry of Ground Water and Surface Water Rainfall Chemistry Project Planning and Management Technical Report Writing and Review Hydrologic Effects of Water Management System in South Florida Experience: Brad Waller is a principal hydrologist with Hydrologic Associates USA, Inc. with over 30 years experience dealing with hydrologic issues in south Florida, Mexico and the Caribbean. He worked 17 years with the U.S. EPA as a Marine Biologist and the US Geological Survey Water Resources Division as a Research Hydrologist. For the last 13 years he has worked at his own firm for numerous government agencies, private companies, and institutions. The primary focus of his work has the effects of water management practices, including canals and structures, ground and . surface water quality, saltwater intrusion, and hydrogeologic analysis. Recently completed projects in the Keys include the hydrologic analysis and hydraulic design for reconnecting the Key West Saltponds to the Atlantic Ocean, the geohydrologic framework for the freshwater lens on Big Pine Key, and a hydrologic model of No Name Key to determine the impact of rock mining on the freshwater lens. Hydrologic Associates USA, Inc. utilizes the USGS models MODFLOW and MODBRANCH to simulate groundwater flow, stormwater dispersal in aquifers, canal/groundwater interaction, and saltwater freshwater interface dynamics. Bradley Gertlld WaUer Page 2 Following is Mr. Waller's work experience prior to joining HAl: Marine Biologist United States Environmental Protection Agency Lower Florida Estuary Study Fort Lauderdale, Florida, 1971-72 Research HydrologistlHydrologist United States Department of the Interior Geological Survey - Water Resources Division Miami, Florida, J 972-88 Principal Hydrologist Hydrologic Associates U.S.A., Inc. Miami, Florida, 1988-Present BmLIOGRAPHY U.S. Environmental Protection Agency, 1973, Ocean outfalls and other methods of treated wastewater disposal in southeast Florida: Environmental impact statement, Appendix A and B. Waller, B.G., 1975, Distribution of nitrogen and phosphorus in the conservation areas in South Florida from July 1972 to June 1973: U.S. Geological Survey Water-Resources Investigations 75-5, 33 p. Waller, B.G., and Earle, J.E., 1975, Chemical and biological quality in a part of the Everglades, southeastern Florida: U.S. Geological Survey Water-Resources Investigations 75-76, 156 p. Waller, B.G., Miller, W.L., and Beaven, T.R., 1975, Water-quality data for canals in eastern Broward County, Florida, 1969-74: U.S. Geological Survey Open-File Report FL-75009, 59 p. McPherson, B.F., Waller, B.G., and Mattraw, H.C., Jr., 1976, Nitrogen and phosphorus uptake in the Everglades conservation areas, Florida, with special reference to the effects of backpumping runoff: U.S. Geological Survey Water-Resources Investigations 76-29, 120 p. U.S. Geological Survey, Water Resources Division, 1976, Water-quality management in the Everglades National park east boundary area: Administrative Report for the National Park Service, October 1976, 151 p. Waller, B.G., 1976, Analysis of selected benthic communities in the Everglades with references to their physical and chemical environment: U.S. Geological Survey Water-Resources Investigations 76-28, 33 p. ----- 1978, Effects of land use and water management on water quality in the western South New River Canal Basin, 1974-75: U.S. Geological Survey Water-Resources Investigations 78-30, 56 p. Schneider, J.J., and Waller, B.G., 1980, Summary of hydrologic data for the east Everglades: U.S. Geological Survey Open-File Report 80-1292, 73 p. Waller, B.G., 1981a, Water-quality data for selected stations in the east Everglades, Dade County, Florida: U.S. Geological Survey Open-File Report 81-821, 77 p. Bradley Gerald WaUer Page 3 ------ 1981b, Effects of land use on surface-water quality in the east Everglades, Dade County, Florida: U.S. Geological Survey Water-Resources Investigations 81-59, 37 p. Waller, B.G., 1982a, Areal extent of a plum of mineralized water near a flowing artesian well in Dade County, Florida: U.S. Geological Survey Water-Resources Investigations 82-20, 20 p. ------ 1982b, Water-quality characteristics of Everglades National Park, 1959-77, with reference to the effects of water management: U.S. Geological Survey Water-Resources Investigations 82-34, 51 p. ------ 1982c, Effects of land use on ground-water quality in the east Everglades, Dade County, Florida, 1978-79: U.S. Geological Survey Water-Resources Investigations 82-4093, 67 p. Waller, B.G., and Miller, W.L., 1982, Assessment of water quality in canals of eastern Broward County, Florida, 1969-74: U.S. Geological Survey Water-Resources Investigations 82-3, 70 p. Waller, B.G., Klein, Howard, Lefkoff, L.J., 1984, Attenuation of storm water contaminants from highway runoff within unsaturated limestone, Dade County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4083, 12 p. Klein, Howard, and Waller, B.G., 1985, Synopsis of saltwater intrusion in Dade County, Florida, through 1984: U.S. Geological Survey Water-Resources Investigations Report 85-4101, 1 sheet. Waller, B.G., 1985, Drought of 1980-82 in southeast Florida with comparison to the droughts of 1961-62 and 1970-72: U.S. Geological Survey Water-Resources Investigations Report 85-4152, 25 p. Howie, Barbara, and Waller, B.G., 1986, Chemical effects of highway runoff on the surficial aquifer, Broward County, Florida: U.S. Geological Survey Water-Resources Investigations Report 86-4200, 41 p. Waller, B.G., 1986a, Saltwater intrusion in a highly transmISSIve unconfined aquifer: ASCE Proceedings, Water Forum '86, World Water Issues in Evolution, 97-104 p. 1986b, Flood reduction efficiency of the water-management system in Dade County (Miami), Florida: ASCE Proceedings, Water Forum '86, World Water Issues in Evolution, 896-902 p. Waller, B.G., and Cannon, F.C., 1986, Water-quality data for the ground-water network in eastern Broward County, Florida, 1983-84: U.S. Geological Survey Open-File Report 86-313, 67 p. Waller, B.G., 1987a, Hydrologic effects of drainage and water management on the wetland ecosystem of South Florida: Proceedings of the International Symposium on the Ecology and Conservation of the Usumacinta - Grijalva Delta: Villahermosa, Tabasco, Mexico, February 1987. ------ 1987b, Effectiveness of the water-management system in reducing flood damage in South Dade County (Miami), Florida: Approved by Director, submitted to ASCE Journal of Hydraulics. ------ 1987c, Saltwater Intrusion in the unconfined Biscayne aquifer, Dade County (Miami), Florida: South Carolina Water Work Symposium Proceedings, Columbia, South Carolina, September 1987. Brlldley Ge",ld WlIlIer Page 4 Waller, B.G., Howie, Barbara, and Causaras, c.R., 1987, Effluent migration from septic tank systems in two different lithologies, Broward County, Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4075, 22 p. Waller, B.G., and Labowski, J.L., 1987, Leachate migration from a solid waste-disposal facility near Biscayne National Park, South Florida: ASCE Proceedings, Coastal Zone '87. U.S. Army Corps of Engineers, 1987, Analysis of environmental benefits to Everglades National Park from hydrologic restoration of Shark River Slough: Contributor to Interagency Task Force paper entitled "An assessment of the potential benefits to the vegetation and water resources of Everglades National Park and the southern Everglades ecosystem associated with the general design memorandum to improve water deliveries to Everglades National Park," May 1987. Waller, B.G., and Howie, Barbara, 1988, Determining nonpoint-source contamination by agricultural chemicals in an unconfined aquifer, Dade County, Florida: Procedures and Preliminary results: Ground-water contamination; Field Methods; ASlM STP 963, American Society for Testing and Materials, Philadelphia, 1988, 459-457 p. *Waller, B.G., 1978, Water-quality characteristics of Everglades National Park: (abstract) presented at the 14th Annual A WRA Convention, Lake Buena Vista, Florida, October 1978. *----- 1979a, Effects of agricultural runoff on the quality of water in the Biscayne aquifer--an overview of current projects: (abstract) presented at the Agricultural Nonpoint Pollution Conference, Gainesville, Florida, February 1979. *----- 1979b, Planning scenarios for a nationally significant wetland--the Everglades, Florida: (abstract) a case study, presented at the 15th Annual A WRA Convention, Las Vegas, Nevada, September 1979. *----- 1980, Nitrogen and phosphorus uptake in the Everglades water-conservation areas, Florida, with reference to the effects of backpumping excess runoff: (abstract) presented at Symposium of Surface- Water Impoundments (ASCE, A WRA, and AGU), Minneapolis, Minnesota, June 1980. *----- 1986, Hydologic effects of Hurricane Donna (1960) and Tropical Storm Dennis (1981) on south Dade County: South Florida ASCE Annual Meeting, West Palm Beach, Florida, September 1986. *----- 1987, Water resources of South Florida: Water Quality Seminar, Dade County, Florida, May 1987 (invitation only). *denotes Abstract HYDROLOGIC ASSOCIATES PUBLICATIONS - Preliminary analysis of the Hydrologic Situation in the levee 31N/C-l11 and Taylor Slough Basin since the late 1970's, South Dade County, Florida Environmental Impact Statement for the Mayaluum Project Playa de Carmen, Quintana Roo, Mexico (Plus Appendices) (Manifestacion de Impacto Ambiental del Projecto Mayaluum) - Preliminary analysis of the Hydrologic Situation near the Coulter Property at Northwest 41st Street and Snapper Creek Extension Canal. (Plus Appendices) - Preliminary analysis of the Hydrologic and Geologic Characteristics of the Miccosukee Indian Reservation, Broward County, Florida (Plus Appendices) Brildley Gerilld Willler Page 5 - Water Resources Assessment and Supplemental Water Supply Development for Port au Prince Haiti (Evaluation Des Ressources en Eau et Developpement D'un Approvisionnement Deau Supplementaire pour Port au Prince Haiti) - Geohydrology of the Big Cypress Swamp Collier County, Florida (Plus Appendices) - Summary of the Chemical Characteristics of Precipitation in Florida, 1965-1990, with special reference to Total Phosphorus - Chronology of the history of water management in South Florida, 1821 to present (with citations) - Geohydrologic Analysis and Water Quality Data for the Upper Tutu Aquifer, St. Thomas, Virgin Islands (Plus Appendices) Resume Name: Robert Adam Miller Education: The Pennsylvania State University University Park, Pennsylvania B.S. Civil Engineering, 1963 University of TIlinois Champaign - Urbana, TIlinois M.S. Civil Engineering, 1968 Georgia Institute of Technology Atlanta, Georgia Water Resources, Statistics, & Optimization, 1973-74 University of Miami Miami, Florida Optimization, 1975 Registration: Professional Engineer, Florida PE-0044884 Professional Engineer, Pennsylvania PE-014280-E Professional Memberships: American Geophysical Union American Society of Civil Engineers National Society of Professional Engineers , Expertise: Surface water hydrology and hydraulics Stonnwater runoff and quality Digital modeling of surface water Statistical analysis of hydrologic data Tidal hydraulics Experience: Bob Miller, P.E. is a Senior Engineer and hydraulics specialist with Hydrologic Associates USA, Inc. Bob is the retired chief of hydrologic Studies at the Central Florida office of the USGS. He studied surface water hydraulics under Yen Te Chow at the University of TIlinois and did his doctoral work at Georgia Tech in Statistics and Optimization. He was one of the original researchers in the quantification of urban stormwater runoff and the effects on receiving surface water bodies. Recently completed projects include the hydraulic (modeling) analysis of the Key West Sa1tponds, flood analysis in urban Miami-Dade County, Hydraulic design of the Rainforest exhibit at Fairchild Tropical Gardens, and numerous tidel flushing studies for marina design and maintenance. Prior to joining HAl, Mr. Miller worked for the US Geologic Survey as follows: Supervisory HydrologistlHydrologist United States Department of the Interior Geological Survey, Water Resources Division Harrisburg, Pennsylvania 1963-73 Miami, Florida 1974-1978 Orlando, Florida 1978-1994 BffiLIOGRAPHY McKay, James, Stoner, Michael, and Miller, R.A., 1968. Flooding on the Red Clay Creek near Kennett Square, Pennsylvania: U.S. Geological Survey Open-File Report Miller, RA., Leopold, L.B., and Troxell, John, 1971, Hydrology of two small river basins in Pennsylvania before urbanization: U.S. Geological Survey Professional Paper 701-A, 57 p. Druther, RL., Smith, E.L., and Miller, R.A., 1971, Streamflow losses by reversed flow in sewerage outfalls: U.S. Geological Survey Water Resources Division Bulletin, 1 p. Miller, RA., 1974, Hydrologic data of the June 1972 flood in Pennsylvania: Water-Resources Division Bulletin, Pennsylvania Dept. Environmental Resources, 97 p. Miller RA., 1974, Flooding on the Delaware River at Easton, Pennsylvania: HUD - Type 15 Report Miller, R.A., and Mattraw, H.C., Jr., 1975, There's more to BOD than 5 days: Water Resources Division Bulletin, 8 p. Miller, RA., 1975, Simulation of DO and BOD in a sluggish coastal canal In Florida: ASCE Environmental Engineering Division Specialty Conference, 2 p. Miller, RA., and Benson, M.A., 1976, Hydrologic effects of storms of June 24-28, 1974, in Lee and Collier Counties, Florida: U.S. Geological Survey Water-Resources Investigations Report 57-75, 30 p. Miller, R.A., 1977, Flooding at Coral Springs, Florida: HUD - Type 15 Report Mattraw, H.C., Jr., and Miller, RA., 1977, Relationship between rainfall and runoff quality in south Florida: Abstract, 1 p. Miller, RA., 1977, Water resources setting, Martin County, Florida: U.S. Geological Survey Water- Resources Investigation Report 77-68, 42 p. Hardee, Jack, Miller, RA., and Mattraw, H.C., Jr., 1978, Stormwater runoff data for a highway area, Broward County, Florida: U.S. Geological Survey Open-File Report 78-612, 166 p. Mattraw, H.C., Jr., Hardee, Jack, and Miller, RA., 1978, Urban stormwater runoff data for a residential area, Pompano Beach, Florida: U.S. Geological Survey Open-File Report 78-325, 108 p. Jennings, M.E., Mattraw, H.C., Jr., and Miller, RA., 1978, Statistical modeling of urban storm-water processes, Broward County, Florida: Int's Symposium on Urban Stormwater Mgmt., Univ. of Kentucky, pp. 269-273. Doyle, W.H., Jr., Wilson, L.D., and Miller, R.A, 1978, Urban storm water data management system, Broward County, Florida: Int's Symposium on Urban Storm Water Management, Univ. of Kentucky, 7p. Miller, RA, 1978, The hydraulically effective impervious area of an urban basin, Broward County, Florida: Int's Symposium on Urban Stormwater Management, Univ. of Kentucky, 3 p. Miller R.A, Jennings, M.E., and Mattraw, H.C., Jr., 1978, Storm runoff quality, Broward County, Florida: Abstract, 1 p. Miller, R.A, Mattraw, H.C., Jr., and Hardee, Jack, 1979, Stormwater runoff data for a commercial area, Fort Lauderdale, Florida: U.S. Geological Survey Open-File Report 79-982, 127 p. Hardee, Jack, Miller, RA, Mattraw, H.C., Jr., 1979, Storm water-runoff data for a multifamily residential area, Dade County, Florida: U.S. Geological Survey Open-File Report 79-1295, 68 p. Miller, RA, 1979, Characteristics of four urbanized basins in south Florida: U.S. Geological Survey Open- File Report 79-694, 45 p. Miller, RA, Doyle, W.H., Jr., and Wilson, RD., 1979, Urban stormwater data management system with applications to south Florida studies: U.S. Geological Survey Water-Resources Investigation Report 79-93, 113 p. Miller RA, and Mattraw, H.C., Jr., 1980, Summary results of the Miami, Florida Metropolitan Area stormwater studies: American Society of Civil Engineers, Abstract 1 p. Miller, RA, Anderson, Warren, Navoy, AS., Smoot, J.L., and Belles, R.G., 1981, Water resources information for the Withlacoochee River region, west-central Florida: U.S. Geological Survey Water- Resources Investigations Report, 130 p. Mattraw, H.C., Jr., and Miller, R.A, 1981, Stormwater-quality processes for three land-use areas in south Florida: American Water Resources Association Water Resources Bulletin, 7 p. Miller, RA, and Mattraw, H.C., Jr., 1982, Storm water runoff quality from three land-use areas in south Florida: American Water Resources Association Water Resources Bulletin, 7 p. Miller, RA, Rainfall-runoff mechanics for developed urban basins, south Florida: Proceedings of Int'l Symp. on Urban Hydrology and Hydraulics, Univ. of Kentucky, pp. 135-141 Miller, RA, Anderson, Warren, and Fayard, L.D., 1984, Cost-effectiveness of the u.s. Geological Survey streamgaging program in central Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4116,89 p. Miller, RA, 1985, Percentage entrainment of constituent loads in urban runoff, south Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4329, 44 p. Miller, R.A, 1985, Using bulk-precipitation data to better understand the movement of chemical constituents in surface water through urban basins: University of Central Florida, Environmental Systems and Engineering, In Proceedings of meetings, pp. 133-143 Martin, E.H., and Miller, R.A, 1987, Efficiency of an urban storm water detention system: Lausanne, Switzerland, Fourth International Conference on Urban Storm Drainage, p. 143-148 Q ers CONSULTANTS, INC. ,..."" ~ ~ e.....,M.... LOWER KEYS & KEY WEST (305) 294-1238 UPPER KEYS (305) 664-2342 MIAMI (305) 661-4928 FAX (305) 294-2164 E-MAIL: S"draWallel'$@aolcom SANDRA WALTERS, M.A. Principal Academic Background Masters Degree in Marine Studies, University of Miami, Florida, 1983 Bachelor of Science in Animal Behavior and Marine Biology, University of California, Davis, CA, 1974 Specialized Professional Competence Ms. Walters has more than 20 years professional experience in South Florida. She is qualified as an Expert Witness in environmental planning in State of Florida administrative hearings; has successfully permitted projects ranging from single family homes to developments of regional impact, working with all regulatory agencies; and has conducted and supervised environmental studies, and developed avoidance and mitigation plans, in all South Florida habitats. She also has extensive experience in review and development of compre- hensive plans, and design and implementation of public participation programs. Representative Professional Experience Principal, Sandra Walters Consultants, Inc. Key West and Miami, FL, 1996-present Provide consulting services to both publiC and private sector clients in areas of environmental and land use planning and permitting, including Phase I and II environmental audits, ground and surface water testing, and fuel tank closure; community and government liaison; and public involvement. Grassy Key Beach Cleanup, Monroe County Provide onsite ecological oversight of beach cleanup operation conduded by contrador for Florida Depart- ment of Transportation, assuring heavy equipment did not harm biological resources and removed only storm-deposited dead seagrass and sediments as specified by Florida Department of Environmental Pro- tection and U.S. Army Corps of Engineers. · Electric Transmission Une Replacement Environmental Compliance Monitoring, Monroe County Member of team conduding environmental compliance monitoring of installation of new eledric tie-line poles between Big Coppitt Key and Key Haven in wetland and submerged habitats, including confirmation of pre-construction conditions, onsite inspections to assure impads do not exceed limits established in environmental permits, and longtenn monitoring to document post-construction recovery. · Smathers Beach Seagrass Mitigation Monitoring, Key West Member of team conduding field monitoring of seagrass mitigation project conduded by City of Key West. Roles include field personnel establishing monitoring sites, collecting required data, assisting with prepa- ration of monitoring reports, and providing local liaison with City and base of operation for work. · Whispering Pines Canal, Big Pine Key Examination of physical and biological parameters in a canal system on Big Pine Key in regard to a pending permit for installation of an air curtain weed gate at the entrance, which included investigation of similar air curtains at canals elsewhere on Big Pine and Cudjoe keys, and preparation of expert testimony for a State administrative hearing. · Cudjoe Key Quarry, Monroe County Planning and permitting for continuation of rockmining operation. Developed wetland and endangered species habitat mitigation plan working with federal and state wildlife agency staff, prepared federal and state permit applications, processed County vested rights application, worked with Monroe County and Florida Department of Community Affairs to create development agreement. · Submerged Habitat Study and Sediment Analysis, Key West Harbor and Vicinity Work with scientists from Florida International University to conduct survey of submerged habitats in and around Key West Harbor. Divers colleded field data from 50, randomly selected sites. This data was then collated into maps showing general distribution of habitats in area, and underwater photographs were organized and printed. Data was compared with that colleded at other sites throughout Florida Keys, to assess habitat quality in relation to shipping adivities in Harbor. Supervise colledion of sediment samples in and near harbor following approved DEP protocol, transmit to State certified laboratory for testing for petroleum contamination and RCRA metals, prepare report summarizing findings. MAIN OFFICE: 600 WHITE STREET, SUITE 5, KEY WEST, FL 33040 10925 SW 119 STREET, MIAMI, FL 33176 I ~ ., Sandra ""alters CONSULTANTS, INC. r-.." ~ IfI9 e.....ec;.1K... RESlNe-&NoAA WALlERS JANUARY 200 1 PAGE 2 Districtwide Environmental Compliance Services Serving as south Monroe County project coordinator. In spring of 2000, staff conducted turbidity, wetland and seagrass monitoring at Harris Gap Bridge, Sugar10af Key, in confonnance with emergency pennits. · Miscellaneous Environmental Services Member of team contracted to provide miscellaneous environmental services in Dade and Monroe coun- ties. Primary roles-environmental and public facilities planning, and public infonnation. Served on value engineering team for Biscayne Blvd. from 39th to 123rd streets, Miami. Matecumbe Key PD&E Study, Islamorada, Village of Islands Member of team that will conduct PD&E study of roadway improvements, including tum lanes, in a five- mile corridor in Islamorada, Village of Islands, Monroe County. Responsible for all public involvement and land use planning elements of study. · Robbie's Safe Harbor Marine Enterprises, Inc. Develop agreements with Florida Department of Environmental Protection for solid waste cleanup and above-ground fuel storage tank removal, including field testing, preparation and submittal oftank closure assessment report (TCAR). Prepare and process solid waste transfer station general pennit, including representation as expert witness at State administrative hearing decided in client's favor. · Phase I and II Environmental Audits Conduct environmental audits for commercial real estate transactions. Recent audits include: Dog Track property, Stock Island, FL, client: Historic Tours of America/The Craig Company; U.S Postal Service property, comer of Eaton and Whitehead streets, Key West, FL, client: U.S. Postal Service/Prudential Knight Realty; Flight Department/Jet Center property (private aviation facility at Marathon Airport), Mara- thon, FL, client: Monroe County Attomey's Office; A&B Lobsterhouse property (restaurant, commercial marina, fueling facility, parking lot), Key West, FL, client: David Paul Horan, Attorney at Law, lender. TIB Bank of the Keys, Inc.; Authors of Key West, Alexander Palms Court, and Curry House properties (guesthouse/commercial), Key West, FL, lender. Emergent Business Capital, Inc. for SBA loans. · City of Key West Economic Development Conveyance Application Member of team that developed EDC application for surplus Navy properties. Primary roles-planning and implementing meetings with relevant local officials and interest groups, coordination of public workshops and presentations, and public facilities and environmental data collection and analysis. · City of Key West Bahama Village Redevelopment Plan Update Memberofteam that updated community redevelopment plan. Primary roles-environmental and public facilities planning; and public involvement, including preparation and distribution of project newsletters and news releases, and development and implementation of proactive community involvement process. · City of Key West Navy Base Reuse Plan Member of team that evaluated surplus Navy properties in Key West, and developed plan for reuse which addresses local needs and concems. Primary role-planning and environmental assessments, including SCUBA examination of Mole Pier at Truman Waterfront. Vice President & Manager of Environmental and Permitting Division H.J. Ross Associates, Inc., Coral Gables, FL, 1994-1996 Created new division of company, managed personnel and project budgets, coordinated tasks with other division directors, and developed project proposals. . US Highway 1 South Project, from Key Largo to Florida City Consultant Project Manager-assisted Florida Department of Transportation, District 6, in permitting for expansion of US 1, including construction of new bridge with 65 foot water clearance at Jewfish Creek. Permits were required from U.S. Coast Guard, South Florida Water Management District, and ACOE, and coordination with Dade County Department of Environmental Resources Management. Work included preparation of permit applications; creating CADD generated permit sketches; responding to information sufficiency reviews (including extensive evaluation of potential secondary impacts of project on community and environment); supervising field investigations for construction projects and associated mitigation (in- cluding mangrove, seagrass, and freshwater emergent habitats); public information; and coordinating with many commenting agencies. I A ., Sandra ""alters CONSULTANTS, INC. t-..., s--.. "-!# fJ.....et, ,M.... RESUM~ WALTERS JANUARY 2001 PAGE 3 Publisher and Media Consultant Little Torch Key, FL, 1987-1994 Co-founded, and served as co-publisher and managing editor for seven years ofthe Island Navigatornewspa- per, a feature monthly publication distributed throughout the Florida Keys. Also worked with all kinds of print and broadcast media, in both production and scheduling of public information and advertising campaigns. Environmental Planning Consultant Little Torch Key, FL, 1984-1994 Site evaluation and project design for many commercial and residential parcels of property in the Florida Keys, including acquisition of permits from local, state, and federal agencies; policy analysis and legislative support; expert testimony at Florida administrative hearings; and public information programs. · Prepared and successfully submitted Application for Development Approval for Hawk's Cay Expansion Development of Regional Impact (at Mile Marker 61 in Florida Keys) to the South Florida Regional Planning Council. Evaluation included environmental, public facilities, socio-economic, and traffic impacts. Provide continued planning consultation, including approval of several site plan revisions and 7 year extension. Served on County Commission-appointed committee in review of 1986 Monroe County Comprehensive Plan; retained by South Florida Regional Planning Council to conduct RPC review of plan. Created public information document on Florida Keys Aqueduct Authority water distribution system. Environmental Programs Manager South Florida Regional Planning Council, Hollywood, Florida, 1980-1984 Responsible for analyzing and critiquing environmental aspects of development in region, including ACOE and DEP dredge and fill permit applications; prepared and presented reports to Council concerning development warranting regional attention. Reviewed comprehensive plans of counties and municipalities in South Florida, evaluated in relation to State and regional policy guidelines, and wrote evaluations including recommendations for improvements. Analyzed environmental and public facilities aspects of Developments of Regional Impact. Served as manager for following projects: South Florida Oil Spill Priority Protection Response Strategy South Florida Hunicane Evacuation Program (Broward, Dade, and Monroe counties) Regional Hazardous Waste Program Professional Registrations/Affiliations/Certifications Appointed May 8,2000 by Governor Bush to four year term on State land Acquisition and Restoration Council. Chairperson, Key West Utility Board Advisory Committee. Certified Woman-owned Business Enterprise (WBE), Florida Department of Transportation; State of Florida; South Florida Water Management District; Dade, Broward and Palm Beach counties. Member, Florida Association of Environmental Professionals and South Florida chapter. Former president, Monroe County Federation of Chambers of Commerce; former president, Lower Keys Cham- ber of Commerce; current member, Lower Keys and Key West chambers. Associate member, Marathon and Lower Keys Association of Realtors. Certification of Accuracy The information in this resume is true and accurate. ~bP~ Sandra Walters Education Areas of Expertise Representative Experience LOWER KEYS & KEY WEST (305) 294-1238 UPPER KEYS (305) 664-2342 MIAMI (305) 661-4928 F~(305)294-2164 E-MAIL: S8I1draWIIlers@eolcom JAMES N. KRAKOSKI Project Specialist B.S. in Marine Science and Biology, University of Miami Mr. Krakoski has more than 20 years experience in the environmental industry, working with all aspects of contamination and remediation, tank closures, and field and laboratory testing. He has extensive field and project management experi- ence in South Florida and the Florida Keys. Project Specialist Sandra Walters Consultants, Key West and Miami, FL, 1997-present Provide onsite services for clients, including drilling and sampling ground water and soils for tank closure, and Phase I and II environmental audits. Florida De- partment of Environmental Protection CompQAP #880467. Groundwater Testing & Analysis, City of Key West, FL Purge wells, collect groundwater samples, and convey through chain of cus- tody to State certified laboratory, following Department of Environmental Pro- tection approved quality assurance plan. Sediment Analysis, Key West Harbor Collect sediment samples in Key West Harbor using clamshell dredge, and prepare for testing for petroluem contamination (EPA methods 8100 and 8020, and Petroleum Range Organics), and RCRA metals. Flight Deparln1ent/Jet Center Phase I Environmental Audit, Marathon Air- port, Marathon, FL Conduct onsite assessment of private aviation facility at Marathon Airport, identify areas of concem regarding potential contamination, and design scope of work for Phase II environmental testing of site. Robbie's Safe Harbor Marine Enterprises, Inc. Conduct field testing of soil and groundwater for closure of above-ground pe- troleum storage tanks. Jim Krakoski, Consultant, 200Q-present Principal of sole proprietorship that conducts site investigations, contamination assessment and remedial action plans, environmental assessments, monitoring program design and implementation, liaison with State and local agencies and clients, and marine and estuarine water quality assessments. Florida Department of Environmental Protection CompQAP #880467. President/Senior Consultant BKJ Services, Inc./Danmark Environmental Services, Inc., 1987 to 1999 Project manager for site investigations, contamination assessment and remedial action plans, environmental assessments, monitoring program design and imple- mentation, liaison with State and local agencies and clients, and marine and es- tuarine water quality assessments. Taylor Slough Bridge Reconstruction Project Monitor and record turbidity levels resulting from bridge reconstruction activi- ties and report results to construction company daily, to assure compliance with permit requirements, working for Everglades National Park and the U.S. Army Corps of Engineers. 01/29101 MAIN OFFICE: 600 WHITE STREET, SUITE 5, KEy WEST, FL 33040 10925SW 119 STREET, MIAMI, FL 33176 I ~ , Sandra ""alters CONSULTANTS, INC. t-."" ~ """ fJ....wtt. /11.11. RESUME OF JAMES N. KRAKOSKI JANUARY 2001 PAGE 2 Environmental Specialist Enviropact, Inc., Miami, FL, 1984-1987 · Provide consulting services for all aspects of underground storage tanks, petro- leum removal/recovery, facility monitoring, remediation, client/agency liaison, field installation supervision, hydrocarbon recovery system installations and main- tenance, and design and implementation of C.A.P.s and R.A.P.s. . Work as laboratory analyst and quality control/quality assurance officer conduct- ing atomic absorption spectrophotometry, gas chromatography, and wet lab tech- niques. Research Assistant University of Miami, Coral Gables, FL, 1982-1984 Biscayne Bay Restoration Project Lemon Shark Migration Study Conduct diurnal migration studies involving radio tagging and tracking of sharks, including equipment design and construction. Physical Science Technician National Abnospheric and Oceanic Administration/Atlantic Oceanographic and Meteorlogic Laboratory, Miami, FL, 1979-1980 Role of Organics in Marine Environments Conduct research utilizing anodic stripping voltametry, ultra-clean polarographic analyses, and Class 100 Clean Room techniques. Publications S. Piotrowicz, J. Krakoski, et ai, Anodic Stripping Voltametry for Evaluation of Organo-Metallnteractions in Seawater, Analytical Chemistry, July 1982. J. Browder, J. Krakoski, et ai, Biomass and Primary Production of Microphytes and Macrophytes in Periphyton. Habitats of Southern Everglades, Everglades National Park Contract No. CX528081904, July 1980. Professional National Association of Environmental Professionals Associations South Florida Association of Environmental Professionals Association of Groundwater Scientists and Engineers Certification of Accuracy A The information In this resume is true and accurate. / Ja:e~ LARRY A. NEAL, P.E. PrmcpalEnv~onmenrolEngmeer Vice President EDUCATION M.S., Environmental Engineering, Georgia Institute of Technology, 1972 B.S., Civil Engineering, Georgia Institute of Technology, 1970 PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS Professional Engineer in Georgia Professional Hydrologist, American Institute of Hydrology Trained/Certified Mediator, American Arbitration Association CAREER SUMMARY Mr. Neal has worked in the environmental and water resources field for more than three decades. He began his career with the Georgia Water Quality Control Board (now EPD) in the technical support group. While at EPD, he served in positions of increasing responsibility including manager of the Water Quality Support Program. He and his staff were responsible for assimilative capacity studies, waste-load allocations and computer modeling, routine chemical and biological monitoring, water quality standards review, expert witness in enforcement actions, operation of cooperative monitoring programs with local and federal agencies, and response to chemical spills and other environmental emergencies. In 1976, Mr. Neal joined LA wGmB as an environmental project manager and consultant. His work at LA wGmB has included: industrial siting studies; NPDES permit application studies; environmental litigation; stormwater investigations; wastewater facility evaluations; mixing and dispersion model studies; surface and groundwater tracer studies; assimilative capacity studies and modeling of streams, lakes and estuaries; landfill and surface impoundment closure; groundwater quality investigations; RCRA permit applications for landfills and surface impoundments, including Alternate Concentration Limit demonstration; landfill siting; CERCLA site investigations with remedial action; and chemical spill investigations and clean-up plans. Mr. Neal's varied expertise encompasses regulatory compliance evaluations, planning and permits under the Clean Water Act and the Resource Conservation and Recovery Act, water quality and water resource studies, monitoring and environmental measurement, modeling and computer applications, waste-load allocation, use attainability analysis, hazardous waste site assessment and corrective action evaluation, litigation support and expert testimony, industrial siting, environmental audits and property transfer assessment. He has conducted projects in most regions of the continental U.S. and in Puerto Rico. He has organized and managed multidiscipline projects (geology, geophysics, hydrology, engineering, design, water quality, meteorology, ecology). He has served as an "expert witness" and made numerous presentations to both state and regional EP A officials including consent negotiations, variance requests and show cause hearings. Law Engineering and Environmental Services. Inc. JAMES R. WALLACE, SC, P.E. Corporate Hydrogeological Consultant Senior Vice President EDUCATION Sc.D., Civil Engineering, Massachusetts Institute of Technology, 1966 M.S., Civil Engineering, Georgia Institute of Technology, 1963 B.S., Civil Engineering, Georgia Institute of Technology, 1961 PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS Civil Engineer in Georgia and Florida Certified Hydrologist PROFESSIONAL MEMBERSHIPS AND ASSOCIATIONS American Society of Civil Engineers American Geophysical Union American Institute of Hydrology American Water Resources Association National Groundwater Association! Association of Groundwater Scientists and Engineers CAREER SUMMARY Dr. Wallace became a consultant to LAwGIBB soon after joining the faculty of the School of Civil Engineering at Georgia Tech in 1966. In 1971 he became an employee of LA WGIBB and continued to develop the Water Resources Program at Georgia Tech until he resigned his faculty position in 1978 to devote full time to work at LA WGIBB. He has served as Corporate Hydrologic Consultant and in this position has been involved in water resources and environmental projects in most branches of the company. He was previously Manager of the Natural Resources and Waste Management Division. Dr. Wallace currently is the Director of Environmental Engineering and Science for LAWGIBB and continues to manage and consult on special projects. EXPERIENCE Dr. Wallace has served as project manager and senior technical advisor on projects dealing with municipal and industrial waste management with wastes ranging from domestic to hazardous and radioactive material. This work has included assessment of geohydro1ogic conditions at existing and proposed waste management sites; geologic, hydrologic and engineering studies for facility design and permitting under RCRA; hydrogeologic investigations and development of groundwater monitoring programs and remedial action plans at existing disposal areas; determination of best treatment procedures for gasoline contaminated groundwater; and groundwater modeling of contaminated aquifers. Since 1980, Dr. Wallace has managed or participated in response actions at numerous contaminated sites, including actions performed at NPL sites (Schilling Landfill, Cooper Industries, Charles George Landfill, and Woolfolk Chemical Company) and at twelve manufactured gas sites in Georgia. In his capacity as project manager or senior technical advisor at these sites, he was responsible for ensuring that the response actions conducted at these sites complied with applicable regulations, including but not limited to the requirements of the National Contingency Plan ("NCP"). Law Engineering and Environmental Services, Inc. James R. Wallace. S. C, P.E. Corporate Hydrogeological Consultant Senior Vice President Page 2 Dr. Wallace has directed numerous investigations dealing with hydraulics and hydrology including flood hydrology for spillway designs, floodplain mapping, design of runoff detention basins, surface and groundwater control for surface mines, hydrologic analysis for nuclear power plants and nuclear fuel facilities, radioactive waste disposal management sites, investigation of channel modification impacts of flooding, expert testimony on hydraulics and hydrology, low-flow analysis, and stream sanitation analyses. Dr. Wallace has taught graduate courses in hydraulics and hydrology and he has had considerable experience in the development, calibration, and use of computer programs for analysis and simulation of hydrologic events. Since joining LAWGIBB in 1967, Dr. Wallace has provided senior technical direction and review for numerous environmental assessments dealing with groundwater hydrology . Dr. Wallace has managed and provided senior technical review on major projects concerned with engineering and environmental aspects of mine hydrology. The projects have been located primarily in the Gulf Coast lignite belt and the Southern Appalachian coal fields and have dealt with mine dewatering and surface water control. Specific tasks have included aquifer testing, stream flow measurement, design of dewatering systems, surface water diversions, dikes and sediment control structures, and the determination of the hydrologic consequences of mining. Law Engineering and Environmental Services. Inc. GEORGE KANAKIS, JR. Project Manager EDUCATION B.S., Civil Engineering, 1989 PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS Registered Environmental Manager (REM 9039) OSHA Health & Safety for Hazardous Waste Operations (OSHA 29 CFR 1910.120) Training FDOT Water Quality Certification PADI Advanced Open Water Diver Certification PROFESSIONAL MEMBERSmpS AND ASSOCIATIONS American Society of Civil Engineers American Water Resources Association National Registry of Environmental Professionals CAREER SUMMARY Mr. Kanakis is currently a Project Manager, Managing the Airport Program, and is the Quality Assurance and Health & Safety Officer for the Environmental Group. The objective of the Group is to provide environmental and engineering services to both private and public clients. As an engineer and project manager, he has worked with environmental managers and engineers in the petroleum, power, real estate/land development and manufacturing industries. In addition, Mr. Kanakis has worked with Miami- Dade County Aviation Department, Miami-Dade County Public Schools, the Florida Department of Transportation (FDOT), the United States Air Force, United States Army, United States Postal Service, and several other public/municipal agencies, as well as numerous commercial clients. Mr. Kanakis has project experience in Florida, along with working on projects in North Carolina, South Carolina, Georgia, Illinois, New Jersey, Virginia, Maryland, Pennsylvania, Washington DC, North Dakota, Ohio, and Puerto Rico. Mr. Kanakis originally joined LAWGIBB in July of 1987 as an Engineer's Aide. After receiving his B.S. in Civil Engineering, he became a staff engineer working with commercial/petroleum facilities utilizing underground storage tanks; real estate/land development companies conducting Environmental Site Assessments; and the electrical power industry conducting various hydraulic and hydrology (water resources) studies related to large dams. In 1991, he became a Project Engineer and primarily worked on a variety of water resources related projects. In 1994, Mr. Kanakis became the QNQC and Health & Safety Officer for the Branch's Environmental Group. Since early 1995, Mr. Kanakis has been Managing the Branch's Airport Program. In March of 1997, he became a Registered Environmental Manager through the National Registry of Environmental Professionals. He also has significant experience in computer system management and support. He is familiar with a wide range of hardware and software systems and has developed programs for data collection, project management, cost analysis modeling, and hydraulic analysis. Law Engineering and Environmental Services, Inc. George Kallakis, Jr. Project Manager Page 2 SUB-SPECIALTY EXPERIENCE Water Resources Mr. Kanakis has experience in hydrology, hydraulics, water quality and water resources studies, surface water monitoring, modeling and computer applications (data management, CADD, GIS), hydraulics structures design and construction, storm water sampling, permitting and management, flood plain analyses, and erosion and sediment control. Mr. Kanakis was involved in hydraulic simulations of dam failures in South Carolina using the National Weather Service DAMBRK computer model. Simulations were used to determine the extent of downstream flooding, flood wave travel times and develop flood profiles and flood plain maps. Mr. Kanakis assisted in the development of two real-time flow forecasting systems for the Saluda Dam Basin in South Carolina and the Carraizo Dam Basin in Puerto Rico. The system incorporated the Basin Runoff and Streamflow Simulation (BRASS) model with a real-time database on a PC computer for use in controlling dam operations. Custom software was developed to retrieve hydrologic data, build a database, control BRASS execution and generate reports. Mr. Kanakis was the Surface Water and Water Resources Field Activity Leader for the North Carolina Low-Level Radioactive Waste Disposal Facility Permitting project. Field activities included installation and construction surface water monitoring structures/gages, data collection, equipment calibration, sampling, and identifyingllocating water wells and surface water intakes. He was involved in the analysis, surface water modeling, erosion/sedimentation analyses, and water balance calculations that were performed for two potentially suitable sites in North Carolina. Mr. Kanakis was a Task Manager for a Pennsylvania Low-Level Radioactive Waste Disposal Facility Permitting project. The Task involved identifying and locating the public water supplies throughout the State. The water supplies were identified and mapped using a GIS system. Mr. Kanakis was involved in a wetlands mitigation/restoration project in Columbus, Ohio. He performed hydrologic and hydraulic analysis using HEC-I and HEC-2 to determine stage-frequency relationships for rational wetlands restoration. The study included the conceptual design of a series of control structures and design of an 8(+/-) acre shallow pond, including influent and effluent canals to provide suitable periods of inundation. Water Quality Mr. Kanakis was involved in water quality modeling projects as a part of a dredge and fill permit application for the rehabilitation and expansion of marina facilities. The EP A WASP Model was used to model the hydrodynamics and dissolved oxygen in an existing basin and proposed basin. Mr. Kanakis assisted in dynamic water quality modeling project in Elkton, Virginia. The project involved applied dynamic modeling concepts to discharge of cyanide to Shenandoah River. A river dye study was performed, the data was analyzed, and the CORMIX mixing model was calibrated. These results were combined with time series analyses and stochastic simulation of important variables to determine edge of mixing zone water quality excursions. Law Engineering and Environmental Services. Inc. George Kallakis, Jr. Project Manager Page 3 Florida Environmental Resource Permitting (ERP) Mr. Kanakis has assisted with the preparation of a Florida ERP permit involving a 156 acre site in Pembroke Pines, Florida. It included wetland mitigation/restoration and storm water design/management. He was involved with the design of the storm water management system, control structures, a 42(+/-) acre lake, shallow water habitats, and wetland mitigation areas. Mr. Kanakis assisted with the preparation of an ERP application for the dredging and filling of approximately one-half mile of canal in Miami, Florida. He has coordinated meetings with state regulatory/agencies and working closely with the client to coordinate efforts with the local regulatory agency. A limited survey of the canal was performed to obtain the general geometry of the canal and estimate the sediment volumes for permitting purposes. Samples were collected for laboratory analysis of the sediment to determine disposal options, if required. NPDES Storm Water Permitting Mr. Kanakis has prepared NPDESpermit applications for various types of industrial facilities. He visually inspected the sites, reviewed and collected data, and prepared the NPDES permit applications that have been submitted to various State regulatory agencies or EP A. Data collection for some facilities included developing and implementing manual and automated sampling. Mr. Kanakis has prepared or assisted in the preparation of several Storm Water Pollution Prevention Plans (SWPPP) for various industrial, and federal clients. These projects have included conducting site visits, identifying potential sources of storm water pollution, and describing the Best Management Practices (BMP's) that will be implemented to prevent or control the discharge of pollutants in storm water runoff. Years in Profession: 13 Years with LAWGIBB: 13 Law Engineering and Environmental Services. Inc. DA VID J. SAMPLE, P.E. Senior Water Resources Engineer EDUCATION Ph.D., (in progress) M.E., Water Resource Engineering B.S., Environmental Engineering PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS Professional Engineer: Colorado PROFESSIONAL MEMBERSIDPS AND ASSOCIATIONS American Society of Civil Engineers (ASCE), and its Environmental and Water Resources Institute (EWRI) American Water Works Association (A WW A) American Geophysical Union (AGU) CAREER SUMMARY Mr. Sample has been managing water resources, environmental, and general engineering projects for over IS years in a broad array of contexts; municipal, county, state, and federal government, water utilities, and private consulting. For the past several years, David has been engaged in a full time doctoral level research effort in two overlapping fields; stormwater modeling and geographic information systems (GIS), and water demand management (conservation) and reuse. He has several publications in this area. His diversified expertise and skill set include familiarity with most hydrologic and hydraulic models, computer programming and databases, GIS, engineering economics and cost analysis, sewer, stormwater and potable water piping design, field experience in environmental groundwater and surface water testing and remediation, environmental assessments (RI/FS), and engineering and construction project management. REPRESENTATfVEEXPERlENCE Water Resources Engineering . LA wGIBB - David is the project coordinator for the Lake Allatoona Preservation Authority (LAP A) Source Water Assessment Project (SWAP), a project that, through a combination of custom GIS and relational database technology, allows for the rapids susceptibility and relative risk assessment and identification of drinking water contaminants sources and their potential pathways for water supplies in this large watershed of North Georgia. . LAwGIBB - David was the primary author addressing the issue of model calibration at a high level U.S. EP A Conference on Modeling Issues in Washington, DC. . LA wGIBB - David developed preliminary cost projections for stormwater Best Management Practice (BMP) and Total Maximum Daily Load (TMDL) implementation in the metropolitan Atlanta for the Governor's Metropolitan Atlanta Clean Water Initiative. Law Engineering and Environmental Services. Inc. David J. Sample, P.E. Senior Water Resources Engineer Page 2 · LA WGIBB - For a confidential client, David developed a complete hydrologic model of an extremely complex system involving a large dam, culvert system, development, and a stream model in order to evaluate and peer review the engineer's stormwater impact projections of the site. · LA WGIBB - For Cloudland Canyon State Park, David developed a HEC HMS model of the natural hydrography of the watershed of Bear Creek upstream from a proposed bridge. These flow calculations were then input in a HEC RAS model of Bear Creek which was used to project a possible bridge elevations. · University of Colorado, Department of Civil Engineering; David was a co-author in the development of a research needs and literature search on urban stormwater sponsored by the Water Environment Federation (WEF). · University of Colorado, Department of Civil Engineering; assessment and development of links from stormwater models to existing GIS software (ArcView) which included development of a hypothetical database and graphical representation, development of a uniform cost and valuation analysis procedure, and linear and nonlinear optimization. · Left Hand Water District; David was responsible for planning, project management, review, and design of Left Hand Water District's 12$ million Capital Improvements Plan (CIP). A key component of this plan was obtaining permit approval for these improvement from Boulder County for growth related environmental impacts. David was an integral part of the District's team in seeking this approval. · Left Hand Water District; David was responsible for review of development plans and system improvements with respect to water utility distribution system hydraulics; which involved use of hydraulic models for the District, which were developed both by David and by consultants under his direction. David was also responsible for directing and organizing the various CAD maps of the District into a District-wide GIS system. David also designed several pipeline and valve replacement projects for Left Hand, and supervised consultants designing larger pipelines, a treatment plant expansion, and several tank. · University of Colorado, Department of Civil Engineering; David provided teaching assistance for senior level water resources design classes. This included full supervision of computer applications/spreadsheet and model tutorials for large classes in the computer lab. David was also part ofa teaching team that taught short courses in the EPA's Storm Water Management Model (SWMM), Qual 2-E and wetlands hydrology and engineering. David also assisted in teaching an introductory class in geographic information systems (GIS) using ArcView and Surfer. · University of Colorado, Department of Civil Engineering; David developed a database of Boulder Creek Colorado State Engineer's office data for the Boulder Creek watershed study. This was part of a larger study linking water rights decisions with water quality impacts within the watershed. · University of Colorado, Department of Civil Engineering; While with the Natural Hazards Center, David developed and designed a database that tracked existing data on costs and damages associated with all natural hazards for the 2nd National Hazards Assessment. · University of Colorado, Department of Civil Engineering; While with the Center for Advanced Decision Support in Water and Environmental Sciences (CADSWES) David assisted in PC programming implementation of the South Platte Water Rights Project, which is a unix application that allows geographical/GIS based (and text based) queries of the State Engineer's office water rights database. Law Engineering and Environmental Services, Inc. David J. Sample, P.E. Senior Water Resources Engineer Page 3 . Richmond County, Columbia County, and the City of Gainesville, Georgia; David's responsibilities included stormwater management planning and review of development plans for city/county infrastructure/capacity concerns, and working with the land use/planning/political process within each. David designed several hydrological/surface water management plans which involved detention pond design, surface water hydrologic analysis, and open channel and pipeline hydraulics and flow routing. · South Florida Water Management District; David was responsible for development of a system for evaluation of the engineering, economic, and fmancial feasibility analysis of wastewater reuse for the South Florida Water Management District (SFWMD). This involved pipeline design, working with the District GIS system to obtain land use information, aerial photography, and benefit-cost analysis. · South Florida Water Management District; David assisted in the evaluation of costs associated with development of several new surface and groundwater supply alternatives for the City of West Palm Beach. · University of Florida, Departments of Environmental Engineering Sciences and the Department of Coastal and Oceanographic Engineering, David served as a graduate research assistant in research work focusing on phosphate mine water and wastewater management. As an undergraduate student, David worked in the University of Florida Coastal and Oceanographic Engineering Laboratory and performed SCUBA diving for maintenance of wave stations around the state of Florida, as well as assisted in model development for the analysis of the effects of hurricanes on storm surges. Environmental Engineering . Left Hand Water District; David assisted in a preliminary environmental assessment and field reconnaissance and sampling of a water supply reservoir. This involved review of assessments done at an adjacent RCRA hazardous waste facility, evaluation of transport potential from adjacent groundwater monitoring wells, and assessment of toxicity of uncommon chemical constituents with respect to drinking water standards and treatment options. . City of Gainesville, Georgia; With the City of Gainesville, David was responsible for development of new ordinances and regulations for the control and management of stormwater, erosion and sediment control, and floodplain management. David was part of a committee for the Georgia Environmental Protection Division which reviewed new state regulations in regards to erosion control; this was a key concern in the Lake Lanier watershed. . Goldberg-Zoino and Associates (GZA); David actively worked at a wide variety of hazardous waste sites, from renovated mill sites, shopping centers, tanneries, gas stations, landfills, RCRA transporters, electronics manufacturers, shipyards, defense manufacturer, and various industrial sites. During his work there, David supervised drilling operations at various hazardous waste sites, and conducted numerous Phase I and II environmental assessments and RCRA closures. These assessments included land use/title analysis, field geology, groundwater and soil sampling collection, evaluation with respect to regulatory standards, and report writing. . Goldberg-Zoino and Associates (GZA); David was involved with sampling and data analysis for a remedial investigation/feasibility study (RI/FS) for the responsible parties for a large Superfund site in Lowell, Massachusetts. David d~veloped a database to assist in the risk analysis effort of the site. . Goldberg-Zoino and Associates (GZA); David developed several surface water NPDES permit applications for general industrial storm water discharges. Law Engineering and Environmental Services, Inc. David J. Sample, P.E. Senior Water Resources Engineer Page 4 · Goldberg-Zoino and Associates (GZA); David was also responsible for a water supply/waste water impacts analysis associated with an expansion of the Gordon-Conwell College and Seminary adjacent to the town of Hamilton, Massachusetts. · US Environmental Protection Agency Region 4; David was responsible for evaluation of the impacts of underground injection with respect to underground sources of drinking water throughout the southeast. This involved groundwater transport modeling, hydrogeology, engineering, and geophysical evaluation of injection well construction. A key report that David was responsible for resulted in the reevaluation of injection well activity in the northwest area of Florida. David also coordinated a senatorial response for a broad range of environmental concerns and issues regarding wastewater disposal in the Florida Keys. · US Environmental Protection Agency Region 4; David was responsible for several NPDES permits in the state of Florida, and developed region-wide criteria for evaluation of infrequent stormwater related discharges from percolation ponds, and regional policy on landfill discharges to enhance the protection of groundwater. Infrastructure/Public Works Engineering · City of Gainesville, Georgia; David was responsible for managing the design, bidding, construction, and acceptance of a $2 million city owned industrial park for the City. This involved civiVtopographic design, geotechnical engineering, storm water/floodplain hydrology, obtaining planning commission approval, wetlands mitigation, and earthwork calculations. · Richmond County, Georgia; David was responsible for the design of a new phase of the sanitary landfill. This was one of the first approved under the then new requirements promulgated by the Georgia Environmental Protection Division. This landfill was one of the first "stacked" landfill in the area, and under the new regulations, the first to require geotechnical liners and leachate collection. Law Engineering and Environmental Services, Inc. XIAOQING "CHING" Wu, P.E. Senior Chemical Engineer EDUCATION MSCE, 1986, CivillEnvironmental Engineering, Purdue University, West Lafayette, Indiana BSCE, 1983, ChemicallEnvironmental Engineering, Shanghai Metallurgical College, Shanghai, China CAREER SUMMARY Ms. Wu has more than 16 years of experience in environmental services including industrial and municipal waste management design and study, wastewater treatment/pretreatment design and study, wastewater management planning, contaminated site remediation, pollution prevention/waste minimization, and regulatory compliance auditing, as well as project management for various projects in those fields. As a project manager for both domestic and international projects with LA WGIBB (1993-present), Ms. Wu is responsible for multidiscipline project management for domestic and international environmental study and design projects, FS/CMS under CERCLAlRCRA for contaminated site remediation, industrial wastewater treatment design and pollution control management study, Phase I & Phase IT environmental site assessments, and environmental regulatory compliance services for multinational companies and overseas clients. She has participated in international marketing activities in East Asia and South America. As a project manager/project engineer with Brown and Caldwell, Atlanta, Georgia (1992-1993), Ms. Wu was responsible for project management and process design for advanced wastewater treatment projects for biological nutrient (phosphorus and nitrogen) removal and industrial wastewater/storm water treatment/management projects. Permitting and Regulatory Compliance Ms. Wu prepared Release Prevention, Control Countermeasure (RPCC) Plan assisting the facility to comply with the regulatory requirements including spill prevention, control, and countermeasures (SPCC) requirements under CW A, contingency plan requirements for hazardous wastes under RCRA, emergency response requirements for hazardous and toxic substances under SARA, storm water pollution prevention (SWPP) and best management practices (BMP) requirements under CW A, and emergency action plan and emergency response plan requirements under OSHA for Alcoa Tifton facility. Work involved site visit, regulation review, evaluation of current release prevention, control countermeasure practices at the site based on regulatory requirements, and the plan preparation. Ms. Wu provided engineering assistance to clients on wastewater management, NPDES permits application, and regulatory compliance in States of PA, GA, and FL. Work involved POTW and industrial site inspection/investigations, industrial wastewater pretreatment program development, NPDES application, feasibility study report and inspection report preparations, wastewater quantity and quality characterizations and projections, wastewater collection and treatment system capacity evaluations, identification and evaluation of wastewater facility alternatives including treatment process modification, land application, constructed wetland system, and solids (sludge) handling/disposal options, and development of recommended solutions. Law Engineering and Environmental Services, Inc. Xilloq;lIg "Ching" Wu, P.E. Senior Chemical Engineer Page 2 Project Management Services Ms. Wu is project manager for various projects including industrial wastewater management, municipaVindustrial wastewater treatment/pretreatment, consultation on environmental management system, and environmental engineering services. Work involves study, planning, design, and construction management services. Ms. WU worked as the Tianjin Office manager and project manager on Tianjin (China) project, an international industrial wastewater control project funded by British government Overseas Development Administration (ODA) as part of the World Bank project in China, covering water pollution control strategic planning, water and wastewater management (institutional and financial), environmental auditing, and pretreatment studies for various industrial sectors for the metropolitan area of Tianjin, a third largest city with 8 million population in China. In addition to providing technical solutions to industrial wastewater discharge control, the project provided training on fund management for industrial pollution control foundation set jointly by the City government and World Bank and provided recommendations to the existing city sewerage management structure and environmental enforcement measures to assist the on going privatization reform and implementations of environmental laws and regulations. Ms. Wu stationed at the project site for a total of nine months and completed the project successfully. Work involved management of the project, working closely with clients and local subcontractors, providing feasibility study reports for various industrial sectors and project documents to British and Chinese Governments. Storm Water Handling and Facilities Ms. Wu conducted feasibility study for constructed wetlands treatment system (CWTS) for storm water management in Everglades area. Work involved evaluation of industrial effluent impact to existing CWTS performance and providing recommendations for CWTS effluent quality improvement. Ms. Wu conducted CSO (Combined Sewer Overflow) study for City of Toledo, Ohio. Work involved CSO flow characteristics study and evaluation of CSO impacts to the receiving water quality. Work also involved evaluation of solids concentrators and preliminary design of swirl concentrator. Wastewater Treatment Ms. Wu conducted a non-domesticlindustrial wastewater control program and prepared a basewide non- domesticlindustrial wastewater control plan for Eglin Air Force Base, FL. Work involved basewide wastewater discharge control system including sludge handling system review and evaluation, wastewater discharge control plan preparation to provide a basewide general wastewater control guidance and standard document. Ms. Wu is project manager for wastewater treatment projects for multinational companies' joint venture sites located in China. Work involves conducting conceptual design for wastewater treatment and providing supervision for detailed engineering design. Served as project manager/project engineer for industrial and sanitary wastewater treatment projects. Treatment processes for industrial wastewater treatment include membrane filtration, resin adsorption/ion exchange, solvent extraction, biological reaction; and chemical/physical separation; for sanitary wastewater treatment include chemical/physical precipitation, biological reaction, chemical/UV disinfection, and sludge dewatering, conditioning and final disposal. Law Engineering and Environmental Services, Inc. Xilloqing "Chillg" WU, P.E. Senior Chemical Engineer Page 3 Provided treatment process design and alternative evaluation of industrial process wastewater and pesticide contaminated groundwater remediation for petroleum refinery and chemical plants. Work involved evaluations of oil-water separation, treatment processes including resin adsorption, PACT, GAC, and filtration for VOC, pesticides, and BOD removals. Work also included benzene NESHAP regulation compliance study. Provided biological wastewater treatment system design for food industries, nursing homes, and trailer parks. Law Engineering and Environmental Services, Inc. FREDERICK K. MAROTTE, P.E., D.E.E. Principal Process/Environmental Engineer EDUCATION M.S., 1975, Environmental Engineering B.S., 1969, Civil Engineering PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS Professional Engineer - Georgia, South Carolina, Tennessee, Louisiana, Colorado, Rhode Island, and Arizona. PROFESSIONAL MEMBERSIDPS AND ASSOCIATIONS Diplomat: American Academy of Environmental Engineers American Society of Civil Engineers Water Environment Federation CAREER SUMMARY Mr. Marotte has served as a project manager, program manager, and technical consultant for projects involving biological and chemical wastewater treatment; evaluation, design and remediation of RCRAlCERCLA contaminated sites; and the development and evaluation of processes to treat contaminated water and soil. He also has significant experience in developing regulatory compliance strategies and negotiating with regulatory agencies. REPRESENTATfVEEXPERIENCE Anheuser-Busch - Designed a brewery wastewater land application system. The facility pumped the brewery effluent five miles to a 2000-acre agricultural area. The waste was applied at a controlled rate using center pivot and land flood irrigation. The system was designed to operate during harsh Colorado winters. Leprino Foods - Designed a land application system to dispose of biological treatment sludge and other wastes from a cheese manufacturing plant. Ray D. Nixon Power Plant - Designed zero-discharge effluent treatment facilities. Processes included filtration, reverse osmosis, vapor recompression evaporation, and solar evaporation. The facility recovers 95 percent of its water for reuse. lIT Rayonier - Pilot-scale treatability studies followed by the complete design of biological wastewater treatment facilities for two dissolving grade sulfite mills. At one facility, an innovative 60-foot deep aeration tank was used to conserve space. Weyerhaeuser Company - Provided waste load characterization, reduction, and treatment studies and designs. Scope included white water recovery, hydraulic barker water reuse, biological sludge dewatering and disposal, bleach plant water conservation, pH neutralization, and second-stage biological treatment. Developed a IO-year proactive water management plan that allowed a prioritized program to meet anticipated effluent standards. Law Engineering and Environmental Services, Inc. DA VID E. BATTSON, P.E. Senior Engineer Environmental Manager EDUCATION B.S., Civil Engineering B.S., Industrial Engineering PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS Professional Engineer - Georgia, Alabama, Florida CAREER SUMMARY During his career, Mr. Battson has obtained 28 years of industrial and civil/environmental engineering experience. Of the 28 years, he has spent 25 years while in the service of consulting firms. Through his consulting experience Mr. Battson continuously improved his skills in business development, project and principal management, and systems design on water, wastewater, and solid waste projects. His experience encompasses a variety of projects that include water and wastewater treatment, pumping, storage, distribution, collection, and residuals and solid waste handling. RELEVANT EXPERIENCE Surface Water Treatment Plant Design, Barranquitas, Puerto Rico, Senior Engineer - Provided management and engineering design expertise for a 1.0 MGD surface water plant inclusive of a raw water intake upgrade, new raw water pump station and 8 inch force main. The treatment plant design was based on a conventional treatment plant configuration but included state-of-the-art processes such as a cone- type, settling tank and filters using a highly efficient backwashing system. Additional processes included chlorination using brine water, finish water storage and high service pumping. Stream MonitoringlFlow Metering, East Point, Georgia, Project Manager - Provided stream hydraulics evaluation and monitoring design and installation upstream and downstream of the city's raw water intake. Work also consisted of the installation of metering devices for monitoring raw water flow. Surface-Water Plant Expansion, Henry County, Georgia, Chief Engineer - Provided management and engineering design expertise for a surface water plant expansion. The plant was expanded from 10 mgd to 16 mgd average daily capacity and included two raw water intake upgrades, one raw water intake installation, chemical feed and building replacement, flocculation and sedimentation basins, filters and filter building, I-MG clearwell and backwash, and high-service pumping. Raw Water Intake and Pumping Station, Macon, Georgia, Project Manager - Managed the design of a 60-mgd (90 mgd future) raw water intake and pumping station. The station was designed for pumping into a 626-acre reservoir or to a new water treatment plant. Components included an intake with withdrawal capacity at 7 Q 10 flow, screening with water/trash separation, centrifugal pumping andchemical feeding. Law Engineering and Environmental Services. Inc. David E. Baltsoll, P.E. Senior Engineer Environmental Engineer Page 2 Dual Media Filtration Conversion, Senoia, Georgia, Project Manager - Developed a test program for investigating increased surface hydraulics of a dual media filter. Work also included the design of a baffling system to reduce short-circuiting in the sedimentation basins. Water Treatment Plant-Schley County, Georgia, Project Manager - Managed the design of a 1,500- gpm water treatment plant including C02 stripping, lime, chlorine and phosphate feeding and high rate filtration system. A new building was designed for the treatment process, administrative functions, and electrical service equipment. Raw Water Pumping Facility-Macon, Georgia, Project Manager - Managed the retrofit design of a 10S-mgd raw water pumping facility. Project included replacement of three extended-shaft centrifugal pumps and valve controls for pump startup with grit removal prior to screening. Storm Water Treatment, Coastal Unilube, Inc., W. Memphis, AK, Senior Engineer - Provided bid and construction documents for the installation of a storm water drainage and treatment system. The drainage system was designed to collect contaminated surface runoff from areas of probable contact was packaged automotive fluids. The collected runoff was pre-treated through the use of two oil/water separators. Pre-treated water was directed to the municipal sewer system while the separated oil was removed by pumping truck and hauled away for disposal. Wastewater Treatment Feasibility, Whitfield County, Georgia, Project Manager - Developed comprehensive plan to evaluate, rank, and recommend feasibility of alternative wastewater treatment methods and site locations for wastewater collected from existing sewered areas in south Whitfield County. Hydraulic Study-Griffin, Georgia, Project Engineer - Prepared hydraulic data for Heads Creek Reservoir Dam classification. Work included verification of spillway capacity and modeling of the reservoir and stream profile. Law Engineering and Environmental Services. Inc. ALEX J. ALAMO Project Environmental Scientist EDUCATION RA., Environmental Studies, Florida International University; Miami, Florida 1994 PROFESSIONAL MEMBERSIDPS AND ASSOCIATIONS OSHA 40-Hour Hazardous Waste Site Worker OSHA 40-Hour Hazardous Waste Site Supervisor AHERA Building Inspector No. 77298 AHERA Contractor/Supervisor No. 80604 Sampling and Evaluating Asbestos Dust (NIOSH 582) Virginia Asbestos Project Monitor No. VMS 008 Title V Permitting Organic Vapor Analyzer DOT Hazard Communication Training EP A-CAMEO Project Management (FDOn 2000 Wetland Delineation 1998 (LA WGIBB) Due Diligence at Dawn-Phase I Litigation 1998 (EDR) Environmental Problem Identification 1999 (OHM) GIS Mapping-Asset Surveyor 1999 (Trimble) ESRI ArcView 3.2 - FGDL 2000 (UF-Geoplan Center) REM, & REPA 2001 CAREER SUMMARY Mr. Alamo Joined LA wGIBB in 2000 as a Project Environmental Scientist with the Miami, Florida Environmental Department. Mr. Alamo has over eight years experience collecting, analyzing, and managing environmental data on hundreds of projects throughout Florida and the United States. Experience includes the management, coordination and preparation of Phase I, Phase II environmental site assessments, underground storage tanks (UST's) removals and closure, asbestos and lead based paint inspections, abatement and monitoring, DOT emergency response, regulatory agency liaison, and client consultation. SUB-SPECIALTY EXPERIENCE Geographical Information Systems (GIS) Mr. Alamo has been involved with several projects using GIS technology. Responsibilities included management, implementation, training, agency coordination and development of the GIS applications. His primary duties included the collection of data from known sources, conducting research and interviews to identify new data sources, converting the data into a Arcview format, geo-referencing, re- projecting, conducting datum transformation and shapefile creations for various basemaps, and collecting and linking field data to created basemaps. Mr. Alamo has experience using Arcview, Arcinfo, AutoCAD, Microstation, and Microsoft spread sheet programs. Mr. Alamo has equipped the Miami LA WGIBB office with extensive GIS resources for South Florida, the Florida Keys, and California. The Data includes federal, state, and local environmental regulatory data, aerial photography, flood zone maps, topographic maps, threatened and endangered species, roadways, waterways, soil types, hospitals, Law Engineering and Environmental Services. Inc. Alex J. Alamo Project Environmental Scientist Page 2 schools, wastewater treatment plants, sea grass densities, land use classification, hazardous waste sites, FAA obstacles, landfills, historical hurricane paths and many other digital layers. RELEVANT PROJECTS · DPEP North Fork New River Revegetation Master Plan, GIS Application- Broward County · Village of Islamorada Stormwater Master Plan, GIS Application - Monroe County · FDOT District VI Corridor Level I, Level II Assessments and GIS Application - Miami-Dade, and Monroe County · FDOT District IV Corridor Asbestos Inspections/Abatement -Broward County · Miami Intermodal Center (MIC) Level I, Level II Assessments and GIS Application - Miami-Dade · Broward County School Board Asbestos Inspections and Monitoring - Broward County · Florida Power And Light Substation Level I And Level II Assessments - Miami-Dade · Miami-Dade Water And Sewer Authority - Level I, Level II Assessments, Asbestos Inspections and Monitoring - Miami-Dade · City of Miami Beach Level I, Level II Assessments, Asbestos Inspections, and Monitoring · United States Navy Asbestos, and Lead Assessments · Various Private Industries Level I, Level II, Asbestos, and Lead Assessments - Virginia, Maryland, Florida SKll.LS & ABILITIES Extensive computer experience with ESRI-ArcView 3.2, Word, Excel, Access, PowerPoint, WordPerfect, Quattro Pro, Lotus 123, AutoCAD for Windows, Delomine Street Atlas, HTML web publishing. Also, pertinent field sampling equipment in identification of chemical contamination in soil, groundwater, lead in paint and water, radon gas, asbestos in building materials, air monitoring for asbestos abatement projects and indoor air quality monitoring. Law Engineering and Environmental Services, Inc. MARGARET TANNER Senior Engineer EDUCATION M.S., Civil Engineering B.S., Environmental Science CAREER SUMMARY Margaret Tanner joined LA WGIBB in March 2000. Prior to joining LA WGIBB , she worked as a graduate teaching assistant at the Auburn University, Department of Civil Engineering. During this time, she taught core engineering and advanced environmental courses. Ms. Tanner also conducted research in the environmental engineering field and provided technical advice and guidance to graduate and undergraduate research students. Research areas focused on achieving water quality and soil quality goals through innovative treatment and remediation methods, modeling water quality parameters for discharge limits, and determining causes for discharge violations for municipal POTWs. Her graduate level coursework focused on environmental engineering and included minors in geology (hydrogeology and geochemistry) and agriculture (fisheries and soils). She also consulted with Roth, McHugh & Associates as a research engineer providing technical consulting on wastewater and water quality and quantity capital improvement proposals for small municipalities in Alabama. Prior to returning to school, Ms. Tanner conducted research and served as a teaching assistant in the Auburn University, Department of Fisheries and Allied Aquacultures Water Quality Division. Her research focused on water quality controls to enhance aquaculture production, modeling water quality ~arameters to predict aquaculture production quantities, enhancement and evaluation of aeration equipment in relation to the aquaculture industry, remediation of soils and pond bottoms, determination of surficial groundwater contours and discharges to small impoundments and hydrological investigations of water use. Ms. Tanner has performed water quality research projects in coastal marine and brackishwater ecosystems. Project plans included sampling, analysis, and data interpretation for water quality and hydrological investigations including water flux investigations, density profiles, nutrient budgets, pollutant loading, and estimating stormwater quality and quantity input from non-point sources. RELEVANT EXPERIENCE Graduate Teaching Assistant, Department of Civil Engineering, Auburn University, March 1996- March 2000 - Key research areas were environmental/ecological impact assessment from point sources, remediation of heavy metals and other EP A priority pollutants; investigation of in-situ bioremediation technology for heavy metals and chlorinated solvent contaminated groundwater; phytoremediation of soils contaminated with trinitrotoluene (TNT), water treatment corrosion prevention and wastewater toxicity reduction. Courses taught were Engineering Mechanics-Statics; Mechanics of Materials, Computer Applications for Civil Engineers; Water Treatment; Environmental Engineering Chemistry I and II; Methods of Pollutant Analysis. Other areas included maintenance of computer operated analytical equipment and general laboratory equipment. Instructed graduate students in analytical instrumental procedures and maintenance of laboratory equipment. Law Engineering and Environmental Services. Inc. Margaret Tallller Senior Engineer Page 2 Laboratory Supervisor, Research (G9), Department of Fisheries and Allied Aquacultures, Auburn University, May 1984-0ctober 1996 - Approved for upgrade to Research Coordinator. Conducted and directed research projects in water quality, soil quality, hydrology, water resources, aeration design, aeration performance, wetland construction, wetland delineation and ecological impact assessments in fresh and brackish water ecosystems. Instructed graduate students and visiting scientists in the use of scientific instrumentation. Taught graduate level courses in water quality analysis and hydrology. Prepared grant proposals. Developed and implemented a health and safety plan for the water/soil quality laboratory in the Dept. of Fisheries and Allied Aquacultures. Worked with city officials and educators to develop a comprehensive stream-monitoring program for the City of Auburn, Alabama. Lower Savannah River Model, Modeling Technical Review Group and Long-Term BOD Modeling Group: Savannah Harbor Restoration Project - Provided technical input for the development of the Lower Savannah River Model. Input included analysis and characterization of point source dischargers along the lower Savannah River; analysis and modeling of long-term BOD curves for wastewater (point) and river/marsh (non-point) sources; analysis of analytical water quality data; and coordination of data transfer to Group members. Law Engineering and Environmental Services, Inc. ALESSANDRA MEDRI Staff Scientist EDUCATION B.S. Environmental Science, Minor in Biology and Chemistry, University of Miami, Miami, FL, 2000 PROFESSIONAL MEMBERSIDPS AND ASSOCIATIONS American Red Cross CPR Certified American Red Cross Lifeguard Certified OSHA 40-hour Health and Safety Training OSHA 8-hour Health and Safety Supervisor Training ACTS Building Inspector/Asbestos Training Anti-terrorism Specialty Course Open Water Diver Certification NAUI CAREER SUMMARY Ms. Medri joined LA wGIBB in 2000. Her career experience began in 1995 when she began working as a research assistant for the Rosenstiel School of Marine and Atmospheric Science in Miami, and as a research assistant for the NOAA National Marine Fisheries Service in Miami, primarily focusing on pelagic species and marine biomass. Ms. Medri's expertise includes twelve years of experience encompassing law enforcement investigations, personnel management in various sectors, scientific research, and field experience. She has also conducted several environmental assessments for commercial/industrial properties throughout the US. Ms. Medri is currently a member of the LA WGIBB Environmental and Natural Resources Departments. Before joining LA wGIBB, Ms. Medri worked for Versar Environmental, Inc. as a staff scientist conducting environmental audits, and groundwater and soil sampling at Homestead Air Reserve Station. SUB-SPECIALTY EXPERIENCE Natural Resources Ms Medri conducted research of the Atlantic Swordfish for age determination at the RosenstieI School of Marine and Atmospheric Science, Miami Florida. She performed sectioning of the spinal cord, analysis under dissecting microscope, and image capturing of annuli with video camera. She also maintained the video and computerized databases of the analytical results. In addition, Ms. Medri has conducted research in the Florida Keys National Marine Sanctuary with the National Marine Fisheries Service. This S-year project was designed to key natural and anthropogenic stressors and their effects on a coral reef community using indicators such as coral health, water quality, and reef fish communities. Ms. Medri performed field sampling, analysis and taxonomy of various sea biomasses. She also performed samples treatment before laboratory analysis, and maintained a computerized database of analytical results including control charts. Law Engineering and Environmental Services. Inc. Alessalldra Medri Staff Scientist Page 2 Ms. Medri has provided support on a long-term wetlands mitigation project for a prestigious development in western Broward County. The project involves the monitoring and assessment of the development of former agricultural land into viable wetlands. This project includes collecting avifaunal, aquatic prey, and macrophyte data, and assimilating the results. The results are then used to calculate diversity indices, and, using a formula developed by LA wGIBB and incorporated into the USACE permit, evaluate the success of the mitigation project Contamination AssessmentJEnvironmental Site Assessment Ms Medri performed groundwater and soil sampling at Homestead Air Reserve Station, Homestead, Florida in accordance with requirements of the Florida DEP, U.S. EPA, and the Air Force Center for Environmental Excellence. Her experience also includes commerciallindustrial property audits (phase I ESA) at a number of locations throughout South Florida. A number of studies included screening for petroleum products, solvents, heavy metals, lead-based paint, radon, and asbestos. The services were provided to a number of banking institutions, law ftrms, real estate companies, insurance providers, investment companies, and municipalities. Years in Profession: 5 Years with LA wGIBB: I Law Engineering and Environmental Services, Inc. JASON R. ADAMS, M.S. Staff Scientist EDUCATION M.S. Ecology, Jacksonville State University, Jacksonville, AL 2000 B.S. Biological Science, Jacksonville State University, Jacksonville, AL 1994 PROFESSIONAL MEMBERSIDPS AND ASSOCIATIONS Association of Southeastern Biologists (ASB) Estuarine Research Foundation (ERF) Southeastern DivisionlIcthyology and Herpetology (SDIH) Open Water Diver Certification (pAD I) CAREER SUMMARY Mr. Adams joined LA wGIBB in 2000. His career experience began in 1995 when he began working as a field biologist for an environmental consulting firm primarily focusing on Gulf Coastal wetlands mitigation. Mr. Adams' scientific expertise is in freshwater and marine ecology, particularly anuran breeding ecology and freshwater invertebrate zoology. Currently, he monitors avifaunal usage and floral assemblages of a large scale wetlands mitigation area in Broward County, assesses damage to several South Florida coral reef habitats, monitors turbidity at a construction site, surveys breeding burrowing owl populations, and is involved with an FOOT District 6 environmental permitting. He has also conducted several threatened and endangered species surveys, wetland delineations, and environmental assessments. Mr. Adams is currently a member ofthe LA WGIBB Scientific/Commercial Dive Team. Before joining LA wGIBB, Mr. Adams worked for the Everglades National Park (ENP) as a field biologist conducting research on the ecology of the American Alligator. Mr. Adams was also a field ecologist for the US Army Base Realignment and Closure Committee (B.R.A.C.C.) where he conducted wetland surveys and faunal habitat assessments. In addition, as an undergraduate research scientist for the University of South Alabama he surveyed endangered sea turtle populations along the Alabama and Florida coast. Mr. Adams has also served as a graduate teacher for 3 years teaching biology, ecology, marine vertebrate zoology, marine behavioral ecology, and marine ecology at both Jacksonville State University and the Dauphin Island Sea Lab while completing his master's degree. Mr. Adams has created and taught environmental outreach programs for 5 years and is an accomplished public speaker. He has presented over 13 research papers to various regional scientific groups including the Association of Southeastern Biologists (ASB), Alabama Academy of Sciences (AAS), and the Alabama Herpetological Society (AHS). SELECTED PROJECTS Weston Increment III Wetland Quality Index Monitoring. Serves as research scientist for Wetland Quality Index Monitoring at Weston, Florida. Performed aquatic prey (fish, crustaceans, molluscs), avifaunal, and floral identification and enumeration, identification and quantification of exotic vegetation, threatened and endangered animal species and wildlife use determinations at 29 stations in the 1500+ acres of restored wetlands. Law Engineering and Environmental Services. Inc. Jasoll R. Adllms, M.S. Staff Ecologist Page 2 NEP AlFCC Environmental Compliance Surveys - Omnipoint Communications. Performed NEP AlFCC Environmental Compliance Checklist for sites for proposed cellular towers. Included determinations for wilderness area and wildlife preserves, threatened and endangered species and designated critical habitats, historic places, Indian religious sites, flood plains, and surface feature changes. Burrowing Owl Nest Relocation - Metro-Dade Aviation Department. Serves as research scientist for monitoring and relocating burrowing owls on a 7-acre parcel at the Opa-locka Airport, Miami, Florida. Meekins Lake Turbidity Monitoring - Westwind Contracting/Seneca Lake. Serves as research scientist for conducting weekly turbidity monitoring at Meekins Lake. PUBLICATIONS Adams, lA. and G.R. Cline. 2000. Upland habitat use of herpetofauna in Northeast Alabama. Bioi. Conv. (In edit). Adams, l.A. and G.R. Cline. 2000. Call count validation tests for anuran spring breeders of the Fort McClellan Army Base. (In preparation). Years in Profession: 5 Years with LA WGIBB: I Law Engineering and Environmental Services. Inc. RUSSELL A. SHORT, CFP Project Manager Aquatic Resource Specialist EDUCATION M.A., Marine Biology B.S., Fisheries and Limnology PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS Certified Fisheries Professional - American Fisheries Society CAREER SUMMARY Mr. Short is a highly experienced Environmental Risk Assessment Specialist focusing on Natural Resources and Water Resources, particularly in regard to Marine Biology. He provides national leadership to LA WGIBB offices for projects involving these technical areas. Mr. Short has a balanced portfolio of experience with environmental impact studies and hazardous waste investigations for industrial clients including pulp and paper, electric utilities, aluminum, natural gas, and railroad. His experience with government agencies includes ecological assessments for both Department of Defense and the USEPA, United Nations representatives, officials from governments outside of the U.S., and local and regional governments within the U.S. and its territories. Mr. Short's technical expertise includes evaluation of sustainable development, aquaculture development, ecotoxicology, fish and sediment investigation, pipeline PCB investigation and remediation, feasibility studies and conceptual design, eco-risk assessments, coral reef and fisheries environmental impact studies, construction mitigation, field audits, and preparation of environmental damage claims for international adjudication. Mr. Short has previously served as a Director of Quality Assurance, where he developed a firm-wide quality management plan covering 26 offices and 1,000 employees to address peer review program, field and office audits, corrective actions and process improvement, and evaluation of Quality Assurance program implementation. He initiated and designed the program to provide services for ISO 14000 requirements to address environmental needs of multinational clients. CURRENT PROJECT EXPERIENCE Lead Scientist: Alabama Department of Transportation Statewide Environmental Engineering Services. Environmental and geotechnical site assessments for sites containing hazardous waste and / or underground storage tanks (USTs) and preparation of cost estimates and recommendations for clean-up. Has included PCB contaminated sediments and soils and application of EP A PCB verification cleanup guidance. Responsible for design of sampling program to refine extent of contamination and prepare a soil/sediment removal program for PCB-contaminated sediments and soils from Choccolocco Creek. Involved use of immunoassay field test kits to screen soils during removal activities. Law Engineering and Environmental Services. Inc. Russell A. Short, CFP Infrastructure Business Unite Leader Page 2 PREVIOUS PROJECT EXPERIENCE Project Manager: Confidential Aluminum Processing Company, NY. Conducted a year-long investigation for a fIrm under NY State and USEP A consent order. Evaluated PCBs, dioxin, metals and polycyclic aromatic hydrocarbons contamination using vibracore sediment sampling technique and standard gear for collecting biota samples. Collected 500 samples and performed 4,000 chemical analyses. Evaluated contaminant fate, bioaccumulation and potential dredging technology. Managed four field teams of 17 scientists and technicians. Lead Aquatic Scientist: Lake Ontario. Dioxin Bioaccumulation Study for development of bioconcentration factors of dioxin using partition coefficient study results, field sediment and biota sample results, and results of laboratory bioaccumulation studies. Three-year study collected box core and shipek samples throughout the lake. Directed preparation of 1,200 pounds of fish tissue samples for dioxin analysis. As Chief Scientist aboard ship managed field crew of eight scientists. Developed and implemented procedures for collection of 3,200 pounds of sediment from a 100-foot barge for laboratory bioaccumulation studies. Lead Fisheries Scientist: Alaskan Fish and Sediment Sampling. Fish collection using electro fishing and sample analysis to prepare an eco-risk assessment to establish clean-up criteria. Evaluated collection of2,000 soil samples to determine source of PCB contamination of Swanson River and three lakes. Project Manager: Pan que Hydroelectric Dam Environmental Impact Statement, Chile. Resulted in approved $70 million funding for the construction of the dam from the International Finance Corporation at the World Bank. Evaluated habitat changes and negotiated minimum flow requirements and other mitigative measures for endangered species, sensitive receptors, and critical habitats. Project Manager: State of Colima Artificial Reef, Mexico. Siting investigation and artificial reef design to increase biomass of the fisheries resources in near-shore areas. Evaluation of existing habitat, review of important commercial fish species, conceptual design of appropriate habitat, and selection of appropriate locations. Law Engineering and Environmental Services, Inc. MARK A. RA~ RWS Senior Environmental Scientist EDUCATION M.S., Environmental Science with a concentration in Applied Ecology PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS Registered Wetland Specialist (RWS) CAREER SUMMARY Mr. Ray joined LAWGIBB in October 2000 as a Senior Environmental Scientist and Registered Wetlands Specialist. In this role, he is responsible for the growth and development of Natural Resources business at KTC. His specialties include wetland science, restoration and ecology, environmental land use master planning, land reclamation, environmental impact documentation, and endangered species surveys. Prior to joining LA WGIBB, Mr. Ray gained diverse project experience while serving as a senior environmental scientist and the manager of ecological services. RELEVANT EXPERIENCE Beaver Creek Wildlife Area, Ohio Department of Natural Resources, Greene County, Ohio - Project manager for implementation of a wildlife management area restoration on former agricultural ground. The habitat complex included hemi-marsh, wet meadow, open-water, prairie and fen. Target management species were shorebirds and the state listed Henslow's sparrows and Sedge wrens. One component of the plan was the soil mulching of the site with organic muck soils to provide local fen species seed bank. Cuppy-McClure Watershed Master Plan, West Lafayette, Indiana - Performed a comprehensive ecological management plan for restoration of a chain of 100-acres of contiguous wetlands in the heart of a uniquely glacially-formed lOOO-acre watershed. Critical elements included hydrologic modeling and other ecological functional assessment of the watershed. Environmental planning for land use control was developed from storm water models projecting possible future land use. Follow on work included development of baseline groundwater and surface water quality data from a network of automated surface samplers and wells of different depths; preparation of detailed plans for enhancement of existing wetlands and restoration of others along the watershed terrace; detailed landscape and architectural plans for the Celery Bog Nature Area and Lilly Nature Center on one terrace of the valley. Military Planning - Authored seven and contributed to 12 other natural resource environmental protection or radiation control documents for components for military base comprehensive plans (BCPs) and integrated natural resource management plans (lNRMPs) in Alabama, Arkansas, Florida, Georgia, California, Ohio, Oklahoma, Michigan, Massachusetts, North Dakota, and New York. Collected data and mapped natural resource components; studied geohydrological characteristics, floodplains, endangered species, cultural resources, solid waste, air and water compliance histories, hazardous material and radiation areas, prairie remnant, and crop/grazed lands. Developed resource management strategies to allow for continued base development and execution of military mission. Law Engineering and Environmental Services, Inc. Mark A. Ray, RWS Senior Environmental Scientist Page 2 Hurlburt Field, Florida - Participated with the data review, personnel interviews, and field surveys to produce a number of components of the Base Comprehensive Plan. Responsible for the production of a Natural and Cultural Resource Component plan, an Integrated Natural Resource Plan, and a lbreatened and Endangered Species Survey for the 6,600 acre base. Components included detailed management plans for Natural and Cultural Resources and a GIS map management utility. Important elements included locating many federally-listed endangered species sites, mapping jurisdictional wetlands, determining storm surge characteristics, documenting cultural resource sites, refining opportunities for soil conservation, commercial forestry and expansion of recreational opportunities in all categories. Maxwell Air Force Base, Alabama - As primary field ecologist, developed and executed as part of a two-person team, supporting tasks to prepare an Integrated Natural Resource Management Plan for Maxwell AFB, Gunter Annex, Lake Martin Recreational Area and Lake Pippin (Niceville, Florida). Efforts included comprehensive rare, threatened and endangered species surveys, wetland mapping, urban forestry inventory, and recreational development plans. Moody Air Force Base, Georgia - Participated in data assimilation and document review for the development of an Integrated Natural Resource Management Plan. Particular emphasis was placed on the interactive management of Grand Bay Wildlife Management Area with the Georgia Department of Natural Resources. Grand Bay consists of 5,874 acres of Carolina Bay, Cypress-Gum swamp, pine flatwoods and other habitats collectively hosting a number of Federally-listed endangered species. Environmental Master Plannine Archie Forfar Field Station, Andros Island, Bahamas - Participated in an intensive botanical field study of the tropical flora of Andros Island. Produced 300 photographic slides, wrote seven plant community descriptions with notes on ecology, and wrote 105 individual species descriptions. Homestead Airport, Homestead, Florida - Hurricane Andrew totally destroyed Homestead Air Force Base. The DOD opted not to rebuild and Dade County, Florida is proceeding to privatize the airfield and develop business park use around it. W oolpert provided automatic mapping of endangered species surveys across the approximately 4.5 square mile area (2,940 acres). Woolpert also provided recommendations for the control of exotic species such as Brazilian peppers and Australian pines. Automated three-dimensional mapping of noise contours will be developed above 73 square miles of air space surrounding the airfield. The Environmental Impact Statement for this project is under high scrutiny by a number of national environmental groups because of its sensitive location between Everglades and Biscayne National Parks. Eglin Air Force Base, Florida - Participated in the management and production of a Natural and Cultural Resources Management Plan and associated GIS database for Eglin main base, Duke Field and Santa Rosa Island. Comprehensive data collection from existing sources and field work provided an analytical base to develop significant resource opportunities such as a regional archeological curation center, an automated urban forestry maintenance and management database, and suggestions to enhance existing active recreational and environmental interpretation facilities. Hurlburt Field, Florida - Participated with the data review, personnel interviews, and field surveys to produce a number of components of the Base Comprehensive Plan. Responsible for the production of a Natural and Cultural Resource Component plan, an Integrated Natural Resource Plan, and a lbreatened and Endangered Species Survey for the 6,600 acre base. Components included detailed management plans for Natural and Cultural Resources and a GIS map management utility. Important elements included locating many federally-listed endangered species sites, mapping jurisdictional wetlands, determining storm surge characteristics, documenting cultural resource sites, refining opportunities for soil conservation, commercial forestry and expansion of recreational opportunities in all categories. Law Engineering and Environmental Services, Inc. Mark A. Ray, RWS Senior Environmental Scientist Page 3 Maxwell Air Force Base, Alabama - As primary field ecologist, developed and executed as part of a two-person team, supporting tasks to prepare an Integrated Natural Resource Management Plan for Maxwell AFB, Gunter Annex, Lake Martin Recreational Area and Lake Pippin (Niceville, Florida). Efforts included comprehensive rare, threatened and endangered species surveys, wetland mapping, urban forestry inventory, and recreational development plans. Moody Air Force Base, Georgia - Participated in data assimilation and document review for the development of an Integrated Natural Resource Management Plan. Particular emphasis was placed on the interactive management of Grand Bay Wildlife Management Area with the Georgia Department of Natural Resources. Grand Bay consists of 5,874 acres of Carolina Bay, Cypress-Gum swamp, pine flatwoods and other habitats collectively hosting a number of Federally-listed endangered species. Portsmouth Coastal Zone Management Plan, City of Portsmouth, Virginia - Prepared a coastal zone management plan in a highly urbanized 86-mile working waterfront in Portsmouth, Virginia; helped conduct a series of public workshops that involved governmental agencies, commercial interests, local groups, and individuals in shaping the goals, objectives, and implementation of the plan. A zoning overlay was codified that protected wetlands and other natural resources while improving recreation access and accommodating future development. Law Engineering and Environmental Services, Inc. DOUGLAS M. MOONEYHAN Senior Scientist EDUCATION Master of Science, Biology, 1989, Tennessee Technological University Bachelor of Science, Wildlife and Fisheries Science, 1987, University of Tennessee PROFESSIONAL REGISTRATIONS AND CERTIFICA nONS Certified Ecologist, 1998, The Ecological Society of America Certified, Health and Safety for Hazardous Waste Operations, OSHA PROFESSIONAL MEMBERSHIPS AND ASSOCIATIONS American Fisheries Society Georgia Chapter of the American Fisheries Society Georgia Lakes Society Ecological Society of America CAREER SUMMARY Mr. Mooneyhan is a Senior Scientist at LAwGmB's National Technical Center in Kennesaw, Georgia. He has significant experience in the areas of fisheries science, water resources, ecological risk assessment, aquatic macroinvertebrate sample collection and data analysis, contaminant studies, water quality monitoring, sediment accumulation studies, biotoxicity testing, facility siting assessments, environmental permitting, ecological receptor studies, protected species surveys, wetlands delineation, environmental assessments, habitat evaluations, and stream restoration and mitigation strategies. RELEVANT EXPERIENCE Mr. Mooneyhan has directed or conducted numerous investigations of aquatic systems in freshwater streams, rivers, lakes, tidal creeks, and estuarine areas. These investigations have included the following areas of fisheries science: the taxonomy and distribution of fish species, population characteristics and indices, studies of genetics involving starch gel electrophoresis, studies of movement and behavior of fish using ultrasonic and radio telemetry, studies of age and growth of fish using scales, otoliths, and spines, tagging, and assessments of fish stocking success. He is also experienced in the collection and analysis of data involving benthic macroinvertebrate populations using U.S. Environmental Protection Agency protocols, stream habitat evaluations, studies involving the source, extent, and characterization of sedimentation in streams and ponds, and water quality evaluations and monitoring. Mr. Mooneyhan has directed or conducted a variety of contaminant assessments involving the media of soil, sediment, surface water, groundwater, and animal tissues (fish, crabs, shrimp, mussels, oysters, crayfish, and small mammals). These investigations have included the parameters of volatile organic compounds, semi- volatile organic compounds, pesticides/polychlorinated biphenyls, metals, dioxins, glycols, radionuclides, coliform bacteria, and other constituents. Mr. Mooneyhan has performed these studies at governmental, commercial, and industrial sites. Law Engineering and Environmental Services, Inc. Doug14s M. Moolleyhtlll Senior Scientist Page 2 Mr. Mooneyhan has experience directing and partIcIpating in ecological risk assessments (ERA) performed in both industrial and government settings. This experience includes planning, execution of field efforts and sample/data collection, data and risk analysis, interpretation, reporting, and review of third party risk assessments. The initial focus of Mr. Mooneyhan's experience involved qualitative (screening level) and semi-quantitative (preliminary level) ERA however, he has since gained substantial experience with quantitative (detailed level) ERA. Mr. Mooneyhan has participated in innovative and successful projects involving the still developing field of ERA that required review and acceptance by regulatory agencies. Mr. Mooneyhan has conducted wetlands delineations in Alabama, Georgia, and Mississippi and is familiar with U.S. Army Corps of Engineers verification, Section 404 permitting, and mitigation plans. Mr. Mooneyhan has directed or participated in the preparation of Environmental Assessments (EA) relating to National Environmental Policy Act (NEP A) requirements for municipal, state, and federal clients. The NEP A related projects have included subjects such as aqueduct renovation, highway construction, building construction, and military test site modification. Mr. Mooneyhan's responsibilities have included EA budgeting, site visits, information gathering/interpretation, reporting, and document review. Mr. Mooneyhan has performed fish removal projects in the south Florida area. These projects were related to local government regulations requiring the capture and transport of fish from areas to be de- watered or otherwise damaged to unaffected areas. The projects involved capture of fish using gillnets, seines, and cast nets in brackish water and electrofishing in freshwater. Native fish were then moved to release areas in aerated containers. Law Engineering and Environmental Services, Inc. SECIION Z ApPROACH TO OBJECTIVE AREAS Approach to Objective Areas .aCIlGROUND Monroe County has requested qualifications of finns to assist it in improving water the quality conditions in selected canals in the Florida Keys. These canals are artifidally cut, typically 10-20 feet deep, and are hydraulically long compared to their width, so long, that the far end of some have little or no tidal flushing. An example of such a canal system is given in Figure 1, which is located on the south side of U.S. Highway #1 in Big Pine Key (see Figure 2 for overall view). Due to the depth of most canals, vertical stratification of temperature, dissolved oxygen, sediments, and nutrients has occurred, resulting in eutrophication. The construction of dead-end and plugged canals inhibits the flushing of these nutrients except in extreme hydrologic events. Open-end canals, on the other hand, receive reversing tidal effects, i.e., flow into Florida Bay on the flood tide and reverse into the Straits of Florida on the ebb tide. Concems about eutrophication of Florida Bay and excess nutrients along the coral reefs located just off the Keys may complicate possible solutions which involve the improved flushing of those canals. Furthennore, the presence of approximately 1000 Oass V Injection Wells, 30,000 septic tanRs, and 10,000 illegal cesspools which apply wastewater effluent of widely varying water quality to the land and groundwater of the Keys predispose simple solutions. The Florida Keys hydrogeology is complex, consisting of shallow freshwater lenses that float on a tidally varying saline aquifer. Figure 3 shows a aoss section of Big Pine Key, Florida. Options for connection to centralized wastewater treatment plants in the Keys are limited because there are only two such plants available to receive sewage effluent. The proximity of the canals and the short residence time in the ground due to the hydraulic conductivities in the 100-1200 m/day range may be resulting in the spread of pathogenic bacteria and viruses to the canals, from the cesspools and septic tanRs. 'IGURIII Example of long, dead-end canals on Big Pine Key, Florida H A 600 o 600 1200 Feel .:~, ~.,...... -.....",.",., I..",...... .,.,... ....# ", ."""'111/ ~-.b January 31, 2001 LA W EnglM.rlng and ErIIIII'DfI",.ntal S.NIc." Inc. (LA wGBs) Proposal Numlnr 40199-1-0003 'I.RI2I Aerial Photograph of Big Pine Key, Monroe County, Florida N A 8000 o 8000 16000 24000 Feel o -.. PINE C'IL\NNEL n.oRIDA BAY 'IGURI S, ... -... Geologic cross section of Big Pine Key, Florida. Adapted from Langevin, Stewart, and Beaudoin (1999) Effects of Sea Water Canals on Fresh Water Resources: An Example SotrrH from Big Pine Key, Florida, Croundwater 36 (3). STRAITS OF nDRmA NORTH A ---. I: I 2 ~ -0 -- -M 2 ~.,...... -""",,,,,,,,,,__ ~... ...,." ....".. ....,,., ~-.IJ January 31. 2001 LA W Englne.ring and Em/lrontMntal S.Nlc." Inc. (LA WOBB) Propo,al Numlnr 407P9-T-0003 These and other issues will have to be considered when addressing the objectives of this project, which are discussed below. TASK #1: INVENTORY CANAL SYSTEMS A relational database will be aeated in which existing Geographic Infonnation System (CIS) infonnation will be gathered from Monroe County, the South Florida Water Management District (SFWMD), the Florida Department of Environment Protection (FDEP), the U.S. Ceological Survey (USCS), the Florida Ceographical Data Library (FCDL), the Florida Department of Transportation (FOOl), and other publicly available sources. LA\.VCJaB uses Arclnfo CIS and AroJiew, which are compatible with most CIS systems that are used by public agencies. Canal infonnation may need to be supplemented by creation of new themes within the CIS from aerial photography, development plans, and other sources. If necessary, hydrographic surveys of the canals in the field can be done, either by traditional survey methods or supplemented by CPS technology. CPS must be field verified to a local benchmarR in order to improve its accuracy at estimating elevations. Each canal will represent a distinct polygon object within the CIS. A relational database will then be created with appropriate descriptive attnbutes such as open/plugged, depth, density of adjacent development (a calculated field based upon adjacent theme attributes), and water quality data associated with this canal. LA\VCIBB has extensive experience at relating time series water quality data to the spatial analysis available within CIS. Very powerful queries and applications can then be developed, which allow the user to focus on bey problem areas or issues. LA\VCIBB is presently doing this same type of analysis for the loRe Allatoona Preservation Authority Source Water Assessment Project in north Ceorgia. LA\VCIBB recently completed the Village of Islamorada Stormwater Management Master Plan which included both a text report and a CIS deliverable product. TASK #'2:. WATER QuAlITY MONITORINC An important first tast:? is to assess the available standards for near-shore surfacewater in the Florida Keys and suggest how they may be utilized (or adapted) to create appropriate perfonnance criteria for improving water quality in the canals. Local criteria may need to be considered in addition to the statewide and national standards. Canals are artificial bodies of water that vary in morphology, extent and circulation. Most canals are much deeper than adjacent near-shore waters. The purpose of these canals is to provide navigable water access to homes and businesses. Ideally, a canal should function as an open waterway, but not alter coastal ecology. Sediment, nutrient or contaminant input to the canals should not contribute to localized degradation of surfacewater quality. For example, an important goal may be that all the canal waters be "fishable" and "swimmable", criteria which, although contained within the Cean Water Act, are not easily measured. Official State of Florida classification for near shore waters contains a minimum dissolved oxygen criterion of 4.0 mg/l. Most canals in the Keys do not meet this value. Some are below 1.0 mg/l. Most IiRely, standards will evolve with input from the client and the regulators. As a member of the LA\VCIBB team, Dr. Kathleen Sullivan-Sealy will lead the effort at developing appropriate measurement criteria and measures of perfonnance for the study, in tenns of both qualitative and quantitative measurements. From the database developed in T ast:? #1, between five and ten representative canal systems will be chosen. These canal systems are meant to be representative samples of open, plugged, and dead-end canal systems. Sampling will be done over the vertical and longitudinal profiles 3 ~....",.,...... -",.,.,,,,.,,,., I"n_. W.,., ...." ", ..".",,,,, ~ January 31. 2001 LA W EnglM.rlng tllJd EmlIron",.ntal S.",Ic." Ine. (LA ~ Propo,al Numh.r 40799-1-0003 of the canals. The longitudinal profile is probably the most significant dimension, as the typical canal profile width is much less than its length. The degree of vertical stratification in some of these canals may also be significant, primarily due to the relatively deep and steep channels. Vertical stratification will be a function of canal depth, canal orientation, wind exposure (or amount of vegetation along the canal), entrance-sill depth, and adjacent nearshore circulation patterns. Because of the steep side slopes and the fact that the width is much smaller than the length, the canal monitoring can be simplified by assuming concentrations are constant across the lateral dimension. The exact number of sampling points will depend upon the length, the width-to-Iength ratio, and how the depth changes over the length of the canal. Several existing sampling studies in the Keys will be analyzed to prevent duplication of effort. Additionally, stonnwater outfalls adjacent to the canals may need to be sampled to del:ennine nutrient loading to the canals. The LAVJCIBB team will develop a WOrR plan for review by Monroe County proposing the type of sampling equipment, sampling parameters, costs, and laboratory procedures that will be used. LAVJCIBB and HAl perfonn their environmental sampling WOrR in strict confonnance with FDEP QAlQC guidelines, and requires the same of its laboratory. Each of these entities have FDEP approved QAlQC plans, that will be supplied along with the project WOrR plan. Several water quality monitoring projects are included in Sections 3, 4, 5 and 6 as examples. The constituents of primary concern for this tast? are: . Water level . Temperature . BODs . COD . pH . Dissolved oxygen . Phosphorus (Total, organic, and ortho) . Nitrogen (Total, TKN, nitrate, nitrite) . Fecal colifonn . Salinity/chloride . Conductivity . Turbidity It is important to collect these data over the tidal cycle and for measurements to be at least as frequent as the time scale of the system; i.e., if the system residence time is 6 hours, then a sample should be taben at least once every six hours. The actual sampling will be done under the direction of LAVJCIBB as the prime contractor, however, it will be facilitated by other members of the project team, including SWC, HAl, and Dr. Kathleen Sullivan-Sealy of the University of Miami. Equipment is currently on-hand to measure the hydrologic properties such water levels (tide), rainfall and discharge (flushing). Statistical analysis of the data will be done. Appropriate stochastic and spatial statistics will be evaluated on the data to ascertain trends. A simple technique for visual representation of this variability is the lIBox Plot". Box Plots allow the visualization of data variability over daily, tidal and seasonal cycles, and can facilitate the differentiation of canal environments across sampling locations. An example of this methodology applied to marine waters is provided in Figure 1 below, from WOrR perfonned by Dr. Kathleen Sullivan-Sealy. Solubility of oxygen increases with decreasing temperature, while increasing salinity has the opposite effect, such that when water is cooler, levels of dissolved oxygen will naturally be higher (Millero and Sohn, 1992). Dissolved oxygen levels measured at the six patch reefs in the Exuma Cays Land and Sea ParR ranged from 4.2-6.8 mg/l (Figure 4). As expected, dissolved oxygen levels were higher during the winter, when the water temperature was lower. levels of dissolved oxygen 4 ~.,...... _..".,,,,..,., I.." ~.... .,.,., ...., ", .."..,., ~ January 31. 2001 LA W EngiMerlng tmd ErHIlronmental Se1Ykel, Ine. (1A WoOSS) Propo,al Number 40799-1-0003 were not very different between sunrise and sunset. These values were similar to those collected for near shore shallow waters in the Florida Keys, which ranged from 3.65-7.03 mg/l, with higher values found during the winter. 'IGU.... Dissolved Oxygen (mgll) of surfacewater on patch reefs in the Exuma Cays during sunrise and sunset in February and October 1998. 7.5 7.0 - 6.5 I ~ I e I I '-' c 6.0 I ~ ~ 0 "0 5.5 ~ ;;. <5 U) U) 5.0 is I 4.5 I I D Sunrise 4.0 ~ Sunset N= 30 30 30 30 February October Season TASK #3: EXAMINATION AND DISaJSSION OF OPTIONS Before an examination of options can be undertaRen, a management tool must be developed that establishes a reasonable cause and effect relationship between the controlling variables of the system that allows "What-if' scenarios to be run. This is not easy when attempted in the Florida Keys due to the complexity between the interactions of a very dynamic physical system and a complex urban system superimposed upon it. An overarching theme of several participants in the Rorida Keys Carrying Capacity Study Wastewater Womshop August 25-26, 1999, sponsored by the U.S. Anny Corps of Engineers Jacbsonville District was the necessity for a more thorough understanding of the water budget within the Florida Keys. A general box model was proposed in this study, and is shown in Figure 5. LAWCiIBB proposes to apply this approach to each selected canal. Inputs such as rainfall, radiation, relative humidity, and wind speed can be measured at each of the monitoring sites. Evapotranspiration is a function of the ground cover, net radiation, relative humidity, and wind speed. Runoff from roofs and infiltration can be modeled within the U.S. Environmental Protection Agency's Stormwater Management Model (SWMM). The freshwater input to each household, and subsequent waste leaving, can be detennined by a unique sampling device that logs the peaR and volume rate 5 c..."".,...... -..,. 11'-"" ,.,., WI'" .,.,. ,..., ", ..~III'" ~-'I January 31. 2001 LA W Engi"..rlng and EnvirrmnNntal S.rvk." Inc. (1A WCilSS) Proposal Number 40799-1-0003 of water flowing through each water meter at ten-second intervals. The ultimate end use of water can then be detennined from these data using signal processing techniques (Mayer 2000). Only a representative sample of residents would need to be taRen, the rest can be estimated based upon disaggregation from the monthly water bill. The fate and transport of the flow through groundwater can be modeled with MODFLOW or similar programs, induding its ultimate nexus in the canal. The groundwater component of the study will be developed by HAl. The canal can then be modeled with a two dimensional water quality model such as CE-QUAL-W2 or RIVl, or WASP. Additional monitoring samples will need to be taRen of the sediments to establish the sediment oxygen and nutrient load of the canal system. 'IGU.. s. Water Budget of the Florida Keys Rain E vapotrlt'llpntion Surfac:llll stllf1TlW<ltef IntactJon Mixing r-------, I I : Surface : I Wators I I , I I -------, Plpelln, Fresh! Wastewater I SMp$ Salt Water Once a calibrated model of each selected canal system has been completed, and statistical analysis of the data developed in Tas~ # 2 is complete, a thorough examination of the feaSibility and costs to improve water quality in unplugged canal systems can be done. The analysis will consider the following main options: · Upgrading wastewater treatment and disposal systems · BacRfilling canals · Flushing channels · Installation, maintenance, and effectiveness of aeration devices · Weed gates · Hydraulic facton (tidal gates, mixing paddles, baffles, etc.) · Implementation of stonnwater BMPs Costs and regulatory feaSibility of recommended options will be analyzed. An analysis of advanced wastewater treatment, and/or land disposal and injection wells will be made. Ric~ Marotte and David Sample have an extensive bad~ground in these Rev areas. Hydraulic controls will be jointly shared between LA\AlCIBB and HAl. A final ran~ing of all existing open canal system will then be made. This will be accomplished by extrapolating data from the statistical sample of perfonnance of the five to ten sites. The reliability of this performance prediction can be estimated by perfonning a Monte-Carlo analysis of the result. 6 c....",.,...... -..,.,,,..,.,. F .... W.., "..,." .. ....,.",,., ~""" January 31, 2001 LA W Engm.erlng and ErNlronmental Sef1lkel, Inc. (Z.AWOBB) Propo,al Numb.r 40799+0003 TASK #4: EVALUATION OF A DEMONSTRATION PRoJECT AT SUNSET A~ES The demonstration project provided in the RFQ consists of a canal system that is to be unplugged. It is important to establish the baseline water quality within the canal itself prior to the unplugging event. If this is not possible, modeled results from T asb #3 could be extrapolated to Sunset Aaes, however, additional monitoring similar to that conducted in T asb #2 will need to be conducted. Additionally, if a near-shore sampling site does not exist adjacent to the new (and old) inlet points, an additional water sampling site will need to be added. Increased development will be considered by reviewing CIS infonnation for the area, and revising the land density and subsequent contnbutions to the groundwater and surfacewater transport models. As you can see, we have the bnowledge, staff, depth and expertise to address the water quality concerns in the residential canals in Monroe County, and have given serious thought to your objectives. We believe that by completing the tasRs described above, the LAWCiIBB team will provide Monroe County the guidance critical to improving degraded water quality in the Florida Keys. The following sections provide project examples that illustrate LAWCiIBB's team experience with similar projects. 7 'ECTION . EXAMPLES OF SIMILAR PROJECTS Examples of Similar Projects As requested in the RFQ, following are selected projects which illustrate the extent to which the LAWCIBB team has looRed at similar projects. PROJECT: STORMWATER MANAGEMENT MASTER PLAN CLIENT: Islamorada, Village of Islands LOCATION: Islamorada, Florida DESCRIPTION: LAWCIBB prepared a comprehensive stonnwater management master plan addressing the fonnation of a corrective action plan to reduce pollutant loading to nearshore waters in Plantation, Windley, and the Matecumbe Keys. Following an assessment of natural resource areas and delineation of drainage basins, on-site data was merged with an extensive array of existing data layers to allow for analysis of current conditions. This infonnation was used in conjunction with published stonnwater pollutant loading data for various land use activities, to estimate the annual average pollutant load contribution of each drainage basin to near shore waters. A matrix of stonnwater treatment technologies was prepared for each drainage basin in relation to a list of physical and natural resource attributes. The resulting matrix analyses selected the most appropriate treatment technology for each drainage basin. LAWCIBB provided a comprehensive list of funding programs and mechanisms along with pertinent infonnation related to each program. A public integration program was included to interact with the citizens of the Village. Program infonnation associated with the Stonnwater Management Master Plan was provided to citizens in a variety of media including printed pamphlets, on-line World Wide Web Iinbs, and community seminars and worbshops. LAWCIBB incorporated data-layer infonnation into a comprehensive GIS program management system. GIS technology was used to integrate data layers into an interactive and adaptive system administration device. PROJECT: WACCA WACHE MARINA WATER QUALITY MODELING CLIENT: Wachesaw Plantation LOCATION: South Carolina DESCRIPTION: A water quality computer model was used by LAWCIBB as part of a dredge-and-fill pennit application for the rehabilitation and expansion of a marina facility. The EPA WASP model was used to model the hydrodynamics and dissolved oxygen in the existing basin and a ~.,...... -"''''''''''''''fl .... ..,.. ....., .. ..,.,.",,.,~...,, JanUOf}l3t 2001 LA W EIII/I"..rllll/ and EtNlronmentol S.Tllk." Inc. (LA WCIB8) Propo,al Number 40799-1-0003 proposed basin to detennine their potential impacts on water quality. The model was calibrated to field data collected for the existing basin and then used to predict dissolved oxygen in a proposed expanded basin A report was prepared for the South Carolina Department of Health and Environmental Control. The results of the study indicated that the proposed alterations to the marina basin would have a insignificant impact on the dissolved oxygen in the basin Expert testimony was also provided at an administrative hearing. PROJECT: TIDAL EFFECTS STUDY CLIENT: Langley Air Force Base LOCATION: Norfoll=l, Virginia DESCRIPTION: Langley Air Force Base (LAFB) is located near Hampton, Virginia, part of the NorfolR metropolitan area. It is approximately 100 air miles south of Washington, D.C. The base includes 312 acres of land and is situated between the northwest and southwest branches of the BacR River, a tidal estuary of the Chesapea~ Bay. LAWCIBB made surface and groundwater measurements to detennine the existence of a correlation between tidal pool elevation, groundwater elevation and stonn sewer depths. As part of the tidal study, LAWCIBB evaluated short tenn and long tenn rainfall data, primarily from annual summary sheets, to detennine the dry month period for installing level recorders. . Also during the continuous recording period, daily logs of the measured rainfall were obtained and evaluated. The correlation analysis indicated one location with a strong possibility of significant infiltration. It also suggested a possible connection between two stonn sewer systems previously thought to be separate. PROJECT: SAVANNAH HARBOR PORT EXPANSION CLIENT: Georgia Ports Authority, Chatham County, Georgia LOCATION: Savannah, Georgia DESCRIPTION: LAWCIBB conducted extensive studies for the Georgia Ports Authority's proposed expansion of the Savannah Harbor up to the Mulbeny Grove Site. Technical tasbs included coordination with the U.S. Anny Corps of Engineers regarding field studies, salinity intrusion modeling, sediment transport modeling, altemative site evaluations and spoil disposal area assessments, evaluation of project impacts on adjacent wildlife areas, and groundwciter and geological impacts of the proposed dredging. This wom lead to LAWCIBB's on-going participation in a technical advisory capacity on the Savannah Harbor Committee developing a 3-D hydrodynamic model. 2 ~.,...... -..".,,,,.,,,., jllll. ..... .,..,., __ "",. ....,...,,., ~ January 3t, 2001 LA W Engm..rlng tmd EmlIrDn",.ntol S.rvk." Ine. (LA UIGIBB) Propo,al Numb.r 407P9-1-<)003 PROJECT: OUTFALL PIPE LOCATION STUDV CUENT: E.I. DuPont Compal"Pl LOCATION: Hennitage Island, Ceorgia DESCRIPTION: The DuPont Compal"Pl was planning to develop a nevJ manufacturing plant on Hennitage Island near the coastal city of Bnrnswi~, Ceorgia. The site is situated on the Bnrnswi~ River estuary. There was concern about selecting the optimum location for a planned outfall pipe so as to optimize mixing and still not interfere with navigational use or alSturb the adjacent manh . LA\.VCJBB concluded del:aned bathomel:ric surveys in the channel with SUlVeyed horizontal control using electronic distance measurement. The report induded analysis of tidal extremes and various outfall alignments were suggested. The required pennit was obtained and the outfall stnrcture was constructed in antidpation of future plant construction. PROJECT: WATER SUPPLY COST ESTIMATES CLIENT: South Florida Water Management District LOCATION: South Florida DESCRIPTION: The Water Resources Act of 1972 and the State Water Policy require the Water Management Districts in Florida to develop a Water Supply Plan covering all portions of the Districts. The objective of the water supply cost estimates study was to provide the District with engineering cost data and models for use in evaluating water supply alternatives for South Florida. LAwCIBB's project tasRs included providing data and relationships for conventional wellfield and treatment systems, wellfield desalination systems, and aquifer storage/recovery systems. Phase I activities provided the District with data obtained from water utilities concerning existing and future water-supply treatment, pumping, and transmission facilities. The current engineering cost data obtained from the utilities were summarized in a project report to the District. In addition, cost estimates for the various alternative types of facilities and processes were developed based on current bid infonnation and relevant studies and reports. This cost estirnating infonnation was used by the District to evaluate supply cost alternatives being prepared for the various planning areas. PROJECT: VARIOUS WATER QUALITY PROJECTS CLIENT: US Navy LOCATION: Various 3 c.."",.,..... -....",..,,., I~ till", .,.,. ~ ,. .....,,., C--'t January 31. 2001 LA W Englne.ring and EfHllronm.ntai S.1'II1c." Inc. (LA WClss) Proposal NumiHr 40799-1-0003 DESCRIPTION: LAWCIBB has completed over 20 environmental services projects for the U.S. Navy. The services include Phase I and Phase /I Assessments, watershed studies, wastewater studies, emergency response plans, water resource management plans, and NPDES compliance spill contingency plans. These projects included interfadng with local and regional regulatory issues and personnel. A brief summary of selected projects is provided: · Utilized state-of-the-art Scantron8 and barcoding technology to input and trad~ the necessary field data collected during required observations directly into a database. · As the new General Pennit was developed, LAWCIBB assisted the Navy in preparation of responses and comments to the draft Penn it. Because we had collected and analyzed data over four consecutive years, we tOOR an aggressive approach to developing baseline data to support our suggested reductions in monitoring and analyzing sarnpling. The result to this approach saved the Navy hundreds of thousands of dollars annually. · LAWCIBB perfonned stonnwater monitoring at NAS, now MCAS, Miramar on the last three 10 contracts since 1994. We implemented the annual stonnwater monitoring program for the 1997-1998 and 1998-1999 monitoring years to ensure compliance with the state General Industrial Stonnwater Pennit. The program included 65 outfalls and 123 industrial fadlities. Services included: · Perfonned monthly stonnwater discharge observations during the months of October through May with 380 observations. · 71 samples were collected in two rounds from 36 outfalls providing 368 analytical results. · Non-stormwater observations were provided quarterly. Perfonned a total of 'In non- stormwater observations for outfalls, fadlities and programmatic observations. · Perfonned annual comprehensive site compliance evaluations for each activity providing 123 facility inspections to evaluate best management practice (BMP) perfonnance. · Updated the Stonn Discharge Management Plan. · Reduced the number of outfalls and the number of industrial facilities in the stonnwater program at the MCAS Miramar by 16% and 40% respectively in the past two years to provide significant reduced costs to the Navy by aggressively evaluating laboratory analytical results, and eliminating those analytes with two consecutive insignificant results. Additionally, excess expense costs for sampling and analyses were refunded to the Navy at project completion · Created CIS map that showed all stonnwater outfalls, drainage areas, facilities and physical features of the installation. Each outfall has linm to observation and analytical data, and industrial facilities are IinRed to CAD drawings showing industrial processes and relevant SVJPPP tabs. As a result, stonnwater discharge problems can be readily recognized and potential sources identified. 4 SECTION .. DEMONSTRATION OF PREVIOUS EFFORTS TO ASSESS AND IMPROVE WATER QUALITY Demonstration of Previous Efforts to Assess and Improve Water Quality Following are selected project examples illustrating the extent to which the LAWCiIBB team can demonstrate previous efforts to assess and improve water quality in similarly confined waters in Rorida or elsewhere by physical. structural. biological. chemical or other means. PROJECT: CHATrAHOOCHEE RIVER WATER QUALITY MODELING PROJECT CLIENT: Georgia Department of Natural Resources Environmental Protection Division LOCATION: Chattahoochee River Watershed, Atlanta. Georgia DESCRIPTION: LAWCiIBB has warRed with the Georgia Deportment of Natural Resources Environmental Protection Division Water Quality Management Program (EPD) to develop a water quality computer modeling system for the reach of the Chattahoochee River between Buford Dam and West Point LaRe. The primary project objective is to develop a water quality computer model for the river study area that can be used for regulation of water quality. In addition to addressing the resources in the study segment, the second objective of the project is to provide nutrient loads for use in the West Point LoRe assessment. The primary components of the project include: · Water quality sampling and field SUlVeys · Development of SWMM models covering areas in 12 counties in the Atlanta metro area · Calibration of watershed hydrology and water quality models to obselVed field data · Assistance to EPD with development of mainstream Chattahoochee River water quality model · Coordination of model code enhancements and data management by subconsultants This provided the basis for planning and policy decisions regarding future growth in the metro Atlanta area. PROJECT: STREAM EVALUATIONS/MODELING STUDIES FOR EVALUATION OF PROPOSED INDUSTRIAL SITE CLIENT: J. E. Sirrine LOCATION: N/A ~.,...... -..,."",.",., I~"."'",~ ,. ".".",., C..-II Janumy 31. 2001 LAW Englneertng and EmnrDnmental SeNkel, Ine. (1AWQB8) Propoud Number 401P9-HXJO~ DESCRIPTION: A major paper industry was considering locations for a proposed plant. A significant issue was the availability of water supply and wastewater assimilative capacity. LA\AlCIBB was retained to conduct stream investigations and modeling studies to evaluate proposed locations. One site is downstream from a peabing power reselVoir that regulates stream-flows. Initial analyses indicated the flow regulation pattern was not conducive to a normal water supply intabe or wastewater discharge. LA\AlCIBB conducted continuous injection dye tracer studies to simulate mixing and dispersion and developed an optimum intaRelrelease pattern for the proposed site. By using relatively small storage reselVoirs, the site capacity was significantly increased. Another site is on a free-fJowing river that empties into a major man-made reselVoir downstream. The site-limiting factor was found to be the rivernabe transition zone where reaeration decreased faster than photosynthesis could offset oxygen consumption. This situation would result in a secondary oxygen sag with potentially lower dissolved oxygen levels in the labe than those associated with the upstream river segments. PROJECT: WATER QUALITY STUDIES AND MaDELINe OF THE FLINT RIVER CLIENT: MercR and Company LOCATION: Albany, Ceorgia DESCRIPTION: MercR and Company operates a pharmaceutical manufacturing facility. MercR's NPDES permit came up for negotiations with the Ceorgia Environmental Protection Division (EPD) and LA\AlCIBB was retained to perform water quality studies of the Flint River. LA\AlCIBB conducted field investigations. The data collected was used in a computer model to determine the river's assimilative capacity. In addition, the waste loads that can be naturally assimilated by the Flint River were determined and a f1ow-variable discharge schedule was developed, which improved water quality. PROJECT: REAERATION CAPAaTV OF ELEVENMILE CREEK CLIENT: Champion International Corporation LOCATION: Escambia County, Rorida DESCRIPTION: Waste effluert from Champion's Cantonment Mill is discharged into Elevenmile CreeR and subsequently into Pensacola Bay. Results of previous steady-st:ate water quality modeling indicated that reaeration was the primary factor needed to determine the assimilative capacity of the creeR. LA\AlCIBB was hired to perform field studies to measure stream reaeration using a radiotracer technique. Results from the study were used to refine the computer model and support Champion's negotiations for new NPDES permit limitations, based on improving water quality using reaeration. 2 c...",.,...... -"."."",.",., ,__, Jlli.., w..,." ...... III ".".",,,,, C8Mh January 31. 2001 LA W E11(1Ine.rl11(1 and Environ",.ntal S.l'lIk.l, Inc. (LA wGBB) PropOlal Numb.r 40799-1-0003 PROJECT: WASTE ASSIMILATIVE CAPAOTV STUDIES CLIENT: Georgia Environmental Protection Division LOCATION: Ocmulgee and Altamaha Rivers, Central and Coastal Georgia DESCRIPTION: To establish discharge limits for receIvIng waters, the Georgia Environmental Protection Division (EPD) regulates wastewater discharges through the NPDES program. EPD undertoo~ a program to assess the waste assimilative capacity of major river systems. LA\.VCIBB was selected to conduct these studies on the Ocmulgee and Altamaha Rivers in central and coastal Georgia. These studies were also used to better assess the dissolved oxygen resources available to rrr Rayonier's existing mill near Jesup, Georgia. The studies involved a time-of-travel tas~, water quality sample collection, laboratory analyses induding time series BOD tests, primary productivity/respiration measurement, and tidal monitoring. LA\.VCIBB assisted EPD in calibrating and verifying the assimilative capacity model. PROJECT: EVALUATION OF DISSOLVED OXYGEN RESOURCES CliENT: James River Corporation and Gulf States Paper Corporation LOCATION: T ombigbee River, Alabama DESCRIPTION: James River Corporation and Gulf States Paper Corporation operate pulp and paper mills that discharge treated effluent into the T ombigbee River in Westem Alabama. Both mills are dependent upon the T ombigbee for its ability to assimilate their treated effluent. The state of Alabama has established minimum pennissible dissolved oxygen (00) standards for the River. For most of the year, the 00 standards are maintained. However, during high temperature and/or low flow conditions, DO standards are only marginally maintained with little or no reserve waste assimilative capacity. A fIow-variable NPDES pennit has been developed for each mill that allows for the addition of oxygen to offset excess BODs during critical low fIow/high temperature conditions. Both mills retained LA\.VCIBB to conceptually design two oxygen injection/effluent diffusers. This project inducled two continuous-release dye studies, flow and velocity measurements, bathymetric measurements and development of a conceptual cf'lffuser design. The computer model CORMIXt was used to simulate the mixing and dispersion results of the field dye study. An initial conceptual cf'lffuser design was developed using various design criteria. Sensitivity analyses were then perfonned on various design parameters to detennine the effect of cf'1ffuser head loss and downstream mixing length. CORMIX2 was used to evaluate the mixing effectiveness of several cf'lffuser designs to evaluate which design was most beneficial and cost-effective in improving water quality. LA\.VCIBB was again jointly retained by both mills to evaluate the river's dissolved oxygen resources and project the adverse impact of potentially lowered dissolved oxygen concentrations associated with a proposed hydroelectric plant. The study involved analysis of historical data, development and verification of a water quality model for the river, projection of potential adverse impacts and preparation of testimony for hearings. LA\.VCIBB worRed with the regulatory community to prepare a flow-variable pennit that has been submitted to the state for their approval. 3 ~.,...... -...,.. ~,., ".,: .-' .,.,.. ...." ill ..".",,., c...II January 31. 2001 LA W E""I"..rlng and Erwironmental S.nllc." Inc. (LAI&OBB) /JropoIaI Number 40199-1-0003 PROJECT: LIMITED CANAL SEDIMENT SAMPLlNC AND CONTAMINATION ASSESSMENT MAIN MANATEE BARRIER. AIRPORT CANAL CLIENT: Miami-Dade County Aviation Department LOCATION: Miami, Florida DESCRIPTION: LAWCIBB provided environmental services to the Miami-Dade County Aviation Department (MDAD) related to the application for a maintenance dredge and fill pennit submitted to the Rorida Department of Environmental Protection (FDEP). Regulatory requirements mandated that MDAD perfonn the proposed maintenance dredging activities within an unusually short time-frame. LAWCIBB was therefore tasRed with expediting the required sediment sampling and analysis activities to the extent possible. The services perfonned by LAWCIBB included the preparation and submittal of a sampling and analysis plan to the FDEP for approval prior to the commencement of field worb. The sampling and analysis plan submitted by LAWCIBB to the FDEP was approved without revision within 24 houl"5 of submittal. Sediment samples were subsequently collected from the drainage canal and analyzed for appropriate parameters. LAWCIBB documented the sampling and analysis activities in a Limited Sediment Contamination Assessment Report, which was submitted to MDAD and FDEP. PROJECT: POLLllflON ABATEMENT AND STORM\.VA TER MANACEMENT CLIENT: City of Altamonte Springs, Florida LOCATION: Altamonte Springs, Florida DESCRIPTION: The City of Altamonte Springs, Florida authorizedLAWCIBB to study two polluted and eutrophic lal:les. The purpose of the study was to: (1) identify existing and potential non-point sources of pollution due to stonnwater runoff and the surficial aquifer, (2) mal:?e preliminary recommendations with cost estimates for individual projects necessary to abate sources of Iol:?e pollution, and (3) mal:?e specific analysis and recommendations regarding the proper method of treatment and handling of stonT1WOter from a large parcel east of Lal:?e Florida. The 10.. studies are La" Florida and Adelaide in the City of Altamonte Springs. A comprehensive field study was conducted to identify sources of lal:?e pollution. Each source was ranRed according to the severity of impact on the lal:les. Then stonnwater management practices were assessed, including cost estimates, to detennine and develop an effective stonnwater management control program. This management program included regulatory (pennits, ordinances, etc.), strudural and non-structural altematives. A plan was also prepared with cost estimates to improve and rehabilitate the quality of the la~ SANDRA WALnlU CONSULTANn, INe. PROJECT: WHISPERINC PINES CANAL LOCATION: Whispering Pines 4 c.."".,....... -..,."",." ,.,./,., .., ....." f1tMIIIJf ill ......."" ~ January 3t 2001 LA W Englne.ring and Emllron17Mntal S.rvlc.l, Inc. (LA WOBB) Proposal Numb.r 40799-1-0003 DESCRIPTION: Sandra Walten Consultants was retained to examine the physical and biological characteristics of the VJhispering Pines Canal system in regard to a pennit application filed with the Florida Department of Environmental Protection for placement of an air curtain at the entrance canal mouth to retard entrance of floating seagrass wrac~. Depth measurements across the mouth of the canal were taRen and the vidnity examined using snorRel gear. Several other canal systems that already had air curtain weed gates, on Big Pine and Cudjoe Keys, were examined to detennine the effectiveness of these installations and to compare orientation and other physical and biological characteristics. It was found that the air curtain, as proposed in the DEP pennit application, would have negative impacts on a healthy seagrass bed at the mouth of the canal, and would probably not be effective in preventing seagrass wrac~ from entering due to gaps at the side and inadequate provision in the design for canal bottom irregularities. Testimony was prepared for a State administrative hearing. PROJECT: SUN MERGED HABITAT STUDV OF KEV \.VEST HARBOR LOCATION: Monroe County, Florida DESCRIPTION: Sandra Walten Consultants worRed with scientists from Florida International Univenity to conduct a SUlVey of submerged habitats in and around Key West Harbor. Diven collected field data from 50, randomly selected sites. This data was then collated into maps shOWing the general distribution of habitats in the area, and underwater photographs were organized and printed. This data was compared with that collected at other sites throughout the Florida Keys, to assess habitat quality in relation to shipping activities in the Harbor. PROJECT: ENVIRONMENTAL COMPLIANCE MONITORING AT HARRIS CAP BRIDGE CLIENT: Florida Department of Transportation LOCATION: Sugar Loaf Key, Florida DESCRIPTION: Sandra Walten Consultants, Inc. (SWC) is the project coordinator for environmental compliance monitoring between Marathon and Key West in Monroe County for the Florida Department of Transportation (FOOl), District 6. The Harris Cap Bridge, just east of Lower Sugarloaf Key, underwent emergency repain of the underwater foundations. SWC was responsible for assuring that special conditions were met in emergency pennits from the Florida Department of Environmental Protection and South Florida Water Management District. In particular, SWC staff too~ bacRground and construction impact water samples and tested for turbidity to assure applicable stanc:lards are met. If the samples exceeded the specified threshold, SWC infonned the client so that WOrR was suspended until adequate turbidity control was reestablished. SWC also monitored mangrove and buttonwood wetlands and seagrass beds adjacent to the WOrR site to assure that turbidity controls were intact and these habitats were not hanned by construction activities. 5 SECTION 5 EXTENT TO WHICH METHODS AND ApPROACH TO DATA COLLECTION AND ASSESSMENT CAN LEAD TO IMPLEMENTABLE STRATEGIES Extent to which Methods and Approach to Data Collection and Assessment can Lead to Implementable Strategies Per the RFQ, the following selected projects provide examples of the methods and approaches to data collection used by the LAWCIBB team that have lead to implementable strategies for improving water quality at other sites and can be used to improve water quality in the Keys' canals in the future. PROJECT: INDUSTRIAL SITE SELECTION CLIENT: Bucbeye CelluloseIProcter & Gamble LOCATION: Oglethorpe, Georgia DESCRIPTION: LAWCIBB was retained to evaluate proposed sites for a I'leU.I diaper fluff plant. Detailed river surveys were conducted including measurement of reaeration rates, deoxygenation rates, sediment oxygen demand, primary productivity and time of travel. Experiments were conducted using pilot plant effluent samples in combination with receiving stream waters to estimate algal growth potential and oxygen balance parameters. The selected site is on the Flint River at Oglethorpe, Georgia, upstream from La~ Blacbshear. After initial plant start-up, LAWCIBB was again retained to conduct verification studies and revise assimilative capacity projections. A special computer model was developed for La~ Blacbshear to project dissolved oxygen resources dUring critical conditions. PROJECT: DETAILED STREAM ASSIMILATIVE CAPACITY & LAND TREATMENT STUDIES CLIENT: Utilities Commission of Dalton, Georgia LOCATION: Dalton, Georgia DESCRIPTION: The Qty of Dalton is the national center for carpet production The city operates centralized wastewater treatment facilities discharging to the Conasauga River. As industry grew, wastewater flows exceeded the assimilative capacity of the river. LAWCiIBB was retained by the Utilities Commission to conduct detailed stream assimilative capacity studies and evaluate various wastewater management altematives including: advanced treatment, industrial water reuse, wastewater storage reservoirs, streamflow augmentation and c...t" III --.. -"""""""-' ~... ...,., ~dI). .. ..".",""..... January 31. 2001 LA W Engm..rtng fItId Enwronm.ntal nNk-. Inc. (LA WCles) Propo,a/ NumIMr 40799-1-000.1 land treatment. Technical fec.I5Ibnity and environmental impacts were evaluated. The optimum management scheme was determined to be a hybrid system consisting of effluent storage, land treatment and regulated release. PROJECT: SAVANNAH HARBOR STUDY CLIENT: Savannah Area Clamber of Commerce LOCATION: Savannah, Ceorgia DESCRIPTION: The Ceorgia Department of Natural Resources (CADNR) proposed use dassification and water quality criteria for Savannah Harbor based upon one-dimensional water quality modeling done in 1988. Water quality measurements in 1989 and 1990 revealed dISsolved oxygen (DO) concentrations significantly below the proposed criteria despite the fact that Harbor point source dISCharge loadings were well below permitted values. Furthennore, significant two-dimensional variations in DO were observed, raising questions about the applicability of the state's model. !.AtM:iIBB received the water quality data and performed calculations in an attempt to desaibe and explain stratification of temperature, salinity, dissolved oxygen, density, and dissolved oxygen saturation The state's one-dimensional model effort was reviewed and found to be an insuffident tool to administer the proposed "throughout the water column- criteria. Two-dimensional WASP water quality modeling was performed, economic analyses of the impacts of the proposed water quality criteria were done, and recommendations for revised criteria were made. HYDROLOGIC A..OCIATU USA. IMe. PROJECT: HYDROLOCIC EFFECTS OF THE PROPOSED CONNECTION OF THE KEY WEST SALT PONDS TO THE ATLANTIC OCEAN CLIENT: Florida Department of Transportation, District 6 LOCATION: Key West, Florida DESCRIPTION: A surfacewater flow model was developed to predict the hydraulic characteristics of the Key West Salt Ponds after proposed connections were made to the Atlantic Ocean Various culvert sizes, numbers, locations, and orientations were simulated to determine optimum placement balancing the hydraulic (ecologic) improvement with the project cost. PROJECT: EXTENT AND THICKNESS OF THE FRESHWATER LENS ON BIC PINE KEY CLIENT: South Florida Water Management District LOCATION: Big Pine Key, Florida 2 c...t,.,...... -......",.",." I.., ..... .,.... (I~ ". ..,.,.",,., ~__I January 31, 2001 LA W Engl_erlng and Emllronmenttzl Sef1lkeJ, Inc. (LA WGSS) Propostzl Number 40799-1-0003 DESCRIPTION: A pennanent groundwater monitoring netwOrR of seven wells was established along 2 cross sections on Big Pine Key. The wells were cored and detailed lithologic descriptions were completed along with salinity profiles through the freshwater lens. Sampling of colifonn bacteria and BOD were made to detennine possible anthropogenic effects from sewage disposal. PROJECT: ANALYSIS OF THE FRESHWATER LENS ON NO NAME KEY CLIENT: Pinewood Materials LOCATION: No Name Key, Florida DESCRIPTION: A mathematical groundwater model was developed to simulate the areal extent and thidmess of the freshwater lens on No Name Key. As input for the model, field measurements were made of the geologic fonnations, tidal change of various locations, and salinity profiles of the lens thicRness. 3 'ECTION. DEMONSTRATION OF CONSIDERED REGULATOR CLIMATE Demonstration of Considered Regulator Climate The following project examples are provided to illustrate the extent to which the LAWCIBB team has successfully worRed with regulatory bodies to find acceptable solutions to water quality issues. Note that in many of the project examples in the preceding sections, Rnowledge of the regulatory climate was Rey to the success of the projects. PROJECT: WALDEN LAKE DEVELOPMENT QJENT: Walden Lobe Development Company LOCATION: Plant Qty, Rorida DESCRIPTION: LAWCIBB was authorized by Walden Labe Development Company to conduct a hydrogeologic and land used development study of their 2,200 acre development in Plant Qty, Rorida. Existing and proposed water use and stormwater drainage designs were evaluated. A generalized water budget analysis was prepared to identify the various water quantity and quality inputs and outputs associated with land development. The hydrologic impact of clemucRing additional marsh and wetlands areas was evaluated and surfacewater management and land use guidelines were developed. A report was prepared that included the findings and results of these hydrogeologie studies. In addition, guidelines were presented to assist the planners and developers at Walden Lobe with future planned development and management of the water resources and wetland areas. Substantial coordination with city and county govemments was required to insure that the innovative stormwater management approach recommended by LAWClBB could be implemented. Recommendations included the preseIVation of wetlands and flood prone areas, reduction of stormwater runoff by use of appropriate best management practices, drainage system mocrlfications and land use restrictions. Since much of the area was undergoing development, approximately 80 to 90 percent of the recommendations were implemented. PROJECT: REVIEW OF MANACEMENT & STORACE OF SURFACEWATER RULE CLIENT: St. Johns River Water Management District, PalatRo, Florida LOCATION: St. Johns Water Management District DESCRIPTION: LAIJJCIBB reviewed the management and storage of surfacewater rule (MSSW) for clarity of language, organization and perfonnance criteria. Typical projects were designed to meet rule criteria to assess the feasibility, means and cost of meeting rule criteria. Under later phases of the project, LAWCBB prepared evaluations of the cost and performance of selected systems designed under alternative perfonnance criteria, first on a project level basis and then on a basin-wic:le ~.,....... -..,." 11'-"'", ~.......,." fl. ~.. .....,,,,,~.... January 31. 2001 LA W EI1I/I"..rI/I(/ and EnWronmental Sewkel, Inc. a.A u.oss) Propo,al Number 40199-1-0003 basis. A detailed analysis of stonnwater detention design was then undertaRen as part of this project:. Models and methodologies developed during this project have direct application to evaluating drainage problems and testing alternative solutions throughout the St. Johns River Water Managemert District. PROJECT: TMDL TECHNICAL SUPPORT CliENT: Georgia Industry Environmental Coalition (GIEC) LOCATION: Atlanta, Georgia DESCRIPTION: LAWCIBB provided constructive technical comment on a proposed total maximum daily load (TMDL) for mercury in the Savannah River (US EPA Region 4), and for dissolved oxygen in the segments of Bear CreeR and Beaverdam CreeR in the Savannah River Basin. LAWCIBB also described the regulatory and technical processes involved in the development of the 303(d) list of impaired waten in Georgia. The purpose of this effort was to provide the GIEC membenhip with contemporary, accurate, and useful infonnation on the 303(d) listing process such that each member could assess potertial implications to their respective business operations. The resulting report provided an overview of the regulatory basis for pladng waten on the 303(d) list; summarized the relevant USEPA technical guidance and policy used in the development of the 303(d) list; evaluated the application of the guidance and policy by the Georgia Department of Natural Resources, Environmental Protection Division (EPD) in the development of Georgia's 303(d) list of impaired waten; summarized the USEPA and EPD penpective on "de-listing" of impaired waten; and presented a GIEC strategy for addressing 303(d) and related TMDL issues in Georgia. PROJECT: WATER QUALITY MODELING CLIENT: Kimberly-Clam Corporation LOCATION: Coosa River, Coosa Pines, Alabama DESCRIPTION: Coosa Pines is Kimberly-Oam's largest paper mill. Located on the Coosa River in Alabama, the site is water quality limited as the result of an upstream hydropov.,ler operation, Logan Martin Dam. Logan Martin releases oxygen deficient water during the summer and fall morths and severely restricts river flow during non-generating periods. As a result of logan Martin's operation, Kimberly-Oam discharges treated wastewater according to a river flow-dissolved oxygen -fonnula- established by the Alabama Department of Environmental Management (ADEM). The Coosa Pines setting is further complicated by the bacR-water effect of another reservoir downstream, Lay loRe, and a coal-fired power plant that discharges heated water to Lay loRe. Kimberly-Clam engaged LAWCIBB to evaluate the ADEM approach as part of the NPDES pennit renewal. LAWCIBB'S flow-frequency analysis of several gaging station records demonstrated that the low-fIow characteristics used by ADEM were overly restrictive. LAWCIBB 2 c...",.,...... -".,- ---,., I~."",. ...._ ........"" ill ..".",,., C..., January~. 2001 LA W Eng",..rlng and Emllronnwntal S.rvk." Inc. (LA wGIBB) Propo,al Numlnr 40799-1-0003 revised the state's dissolved oxygen model to better reflect conditions in the segment of interest. Using the revised model, LAwCI8B was able to demonstrate a more rational approach to waste load allocation. Kimberly CarR was subsequently issued a revised pennit. The entire modeling study was based on compilation and detailed analysis of available data from: Alabama Power, uses, ADEM and Kimberly Oam. 3 'ECTION , REFERENCES References Lad.. GRoU., INC. Dale Finigan, Director of Engineering Orv ELECTRIC SVSTEM 1001 James Street Key West, Florida 33040 Phone: (305) 295-1042 Pedro Hernandez, Manager, Environmental Engineering Division MIAMI-DADE COUNTY AVIATION DEPARTMENT P.O. Box 592075 Miami, Florida 33159 Phone: (305) 876-7928 Carlos A. Valdes-Fauli, AlA, Vice President, Design Services WAO<ENHUT CoRRECTIONS 4200 WacRenhut Drive, Suite 100 Palrn Beach Cardens, Florida 33410 Phone: (561) 622-5656 Ms. Melanie Calvo, Environmental Scientist FLORIDA DEPARTMENT OF TRANSPORTATION - DISTRICT 6 1000 NW 111th Avenue Miami, Florida 33172 Phone: (305) 470-5223 Hilburn Hillestad, Ph.D., Weston Increment III Mitigation Coordinator ARVIDA/JMB PARTNERS 1205 Arvida PariNlay, Building 3 Weston, Florida 33327 Phone: (954) 389-2990 I (954) 389-2978 HYDROLOGIC ASSOClATU USA, INC. Barbara Culhane, Environmental Administrator FLORIDA DEPARTMENT OF TRANSPORTATION, DISTRICT 6 1000 NW 111th Avenue Miami, Florida 33183 Phone: (305) 470-5220 Anenio Miliam, P .E., President MILIAN, SWAIN AND ASSOCIATES 2025 SW 32nd Avenue Miami, Florida 33145 Phone: (305) 441-0123 ...,.,...... -".,.. N-.Iw ""NIl6.., ...... ....., lit ...,,.,,,,.,..... January 31. 2001 LAW EngiM.rlng tmd EnIIlrotrtMntaI S.NkIll, Ine. (1AW0S8) Propo,al NutrlJHr 40799-1-0003 'AMIMIA "'ALD., CONSULIAIITI. IIIe. Ron McPhail, President OJDJOE ENTERPRISES, INC. P.O. Box 431646 Big Pine Key, FL 33040 Phone: (305) 872-49S1 Janet Muccino, Project Manager KEY WEST ENcINEERlNO SERVICES 604 Simonton Street Key West, FL 33040 Phone: (30S) 296-0232 Suzanne T revis, Project Manager FLORIDA DEPARTMENT OF TRANSPORTATION, DISTRICT 6 1000 NW ll1th Ave., Room 6101 Miami, FL 33172 Phone: (30S) 47o-S220 Captain Robert Johnson, Senior Pilot KEV WEST BAR PILOTS AsSOCIATION, INC. P.O. Box 848 Key West, FL 33040 Phone: (3OS) 296-SS12 Bill Harrison, Director ON OF KEY WEST LOCAL REDEVELOPMENT AaeNCV 1662 #3 Dunlap Drive Key West, FL 33040 Phone: (3OS) 293-8337 2 EnnJronnlental Tactics Inco P.o. Box 38 · Big Pine Key, Florida 33043-0038 JANUARY 31, 2001 TO MONROE COUNTY MASTER PLAN FOR IMPROVEMENT OF RESIDENTIAL CANAL WATER QUALITY REQUEST FOR QUALIFICATIONS DEAR MONROE COUNTY: Thank you for the opportunity to provide you with our qualifications on such a worthwhile project. Applied Technology & Management Along with - Environmental Tactics Inc. Have a joint venture in this project. John Larkin and Environmental Tactics have a local water quality- engineering firm that has completed numerous projects in the Florida Keys. Not only have we studied and worked on many of the proposed sites, but also we have completed projects that have greatly benefited the Water Quality Objectives stated in your request. Weare confident that combined with the unequaled qualifications of A TM, that we can carry out the proposed tasks in your RFQ. Respectfully submitted John V. Larkin A COMPREHENSIVE MASTER PLAN ADDRESSING METHODS OF IMPROVING WATER QUALITY IN RESIDENTIAL CANALS IN THE FLORIDA KEYS SUBMITTED AS A JOINT VENTURE BY APPLIED TECHNOLOGY & MANAGEMENT GAINESVILLE FLORIDA AND ENVIRONMENTAL TACTICS INC. BIG PINE KEY FLORIDA JANUARY 31, 2001 .' County of Monroe Growth Manucmcnt Division 2798 Overseas Highway Suite 400 Marathon, Florida 33050 Voice: (305) 289.2500 FAX: (305) 289.2536 Board of County Commissioners Mayor George Neugent. Dist 2 Mayor Pro Tem Nora Williams, Dist. 4 Commissioner Sonny McCoy, Dist. 3 Commissioner Murray Nelson, Dist. 5 Commissioner Dixie Spehar. Dist. 1 22 December, 2000 To Perspective Respondents: RE: Request for Statement of Qualification (RSQ) for the - "TO PREPARE A COMPREHENSIVE MASTER PLAN ADDRESSING METHODS OF IMPROVING WATER QUALITY IN RESIDENTIAL CANALS IN THE FLORIDA KEYS" We are pleased that you have shown an interest in Monroe County's efforts to complete a Comprehensive Canal Study. This project will help the County understand the problems and potential solutions related to improving water quality in our Florida Keys canal systems. We feel that the opportunities presented to potential submittees are unique and special. as the Keys are an Area of Critical State Concern, surrounded by "Outstanding Florida Waters" and the Florida Keys National Marine Sanctuary. Our target respondents are academic institutions, environmental consulting, and engineering finns. The County is seeking well qualified and objective groups that have the ability to complete a general inventory of Keys canal and enclosed water bodies, assess innate hydrodynamic, structural. environmental, and meteorological components and provide solutions to typical water quality problems in these areas, in context with existing environmental law . The RSQ Review Committee and the Board of County Commissioners looks forward to your participation in this effort. Attached for your review are: Notice of Request for Statements of Qualifications~ Specifications for Statements of Qualifications~ and Review Criteria Approximate Project Schedule Relevant Monroe County Goals, Objectives, and Policies. As you are aware, Requests for Statements of Qualification were made available on BCOOl121 100 1/00 6:00 PM approximately 26 December 2000. Responses must be submitted no later than 3:00 PM, 31 January 2001. The County has put together a Statement of Qualifications Review Committee made up of many of the individuals who have routinely assessed water quality issues in the Florida Keys; the Florida Keys National Marine Sanctuary Staff, the U.S. Environmental Protection Agency, the Florida Department of Environmental Protection, the Florida Department of Community Affairs, the Florida Department of Health, the County, and noted scientists. Responses will be opened officially on 31 January 2001. The RSQ Review Committee will meet as soon after that as possible to begin a review of Statements of Qualification. Review will be completed early in February 2001 and a recommendation will be made to the Monroe County Board of Commissioners at its 22 February 200 1 meeting. A contract for services will be negotiated and be presented before the BOCC at its 22 March 2001 meeting. The project would begin approximately 1 April 2001. We look forward to your response and to your interest in improving our understanding of water quality issues in the Florida Keys. Sincerely, George S. Garrett Director of Marine Resources 2 NOTICE OF A REQUEST FOR QUALIFICATIONS NOTICE IS HEREBY GIVEN TO WHOM IT MAY CONCERN that on 31 Januarv 2001 at 3:00 PM, at the office of the Director of Purchasing, a committee consisting of the Director of Purchasing, the County Administrator, the County Attorney, and the Director of Marine Resources, or their designees, will open sealed. Statements of Qualification for the following: ''TO PREPARE A COMPREHENSIVE MASTER PLAN ADDRESSING METHODS OF IMPROVING WATER QUALITY IN RESIDENTIAL CANALS IN THE FLORIDA KEYS" All Statements of Qualification must be received by the Purchasing Office, 5100 College Road, Public Service Building, Cross Wing, Room #002, Stock Island, Key West, Florida, 33040 on or before 3 :00 PM on 31 January 2001. A Review Committee will consider all statements of Qualification. The Committee will rank each Statement and will develop a list of prioritized rankings. Based on the Review and prioritized rankings, a recommendation of the lead RSQ respondent will be made to the Board of County Commissioners. However, an assessment of all Statements of Qualification, including the recommendations of the County Administrator and the requesting Department Head, will be presented to the Board of Commissioners of Monroe County, Florida, for the final awarding or otherwise. The Board will automatically reject the Statement of Qualification of any person or affiliate who appears on the convicted vendor list prepared by the Department of General Services, State of Florida, under Section 287.113 (3) (d), Florida Statutes (1989). All submittees must provide two (2) complete originals and five (5) complete copies of each Statement of Qualification in a sealed envelope marked on the outside, "A COMPREHENSIVE MASTER PLAN ADDRESSING :METHODS OF IMPROVING WATER QUALITY IN RESIDENTIAL CANALS IN THE FLORIDA KEYS." All Statements of Qualification must remain valid for a period of ninety (90) days. 3 Specifications may be obtained by contacting the Monroe County Purchasing Department at (305) 292-4465. Further information may be obtained by contacting George Garrett, Director, Department of Marine Resources, 2798 Overseas Highway, Suite 420, Marathon, Florida 33050, Voice: (305) 289 2507, FAX: (305) 289 2536, Email garrettg@mail.state.fl.us The Board of Count Commissioners reserves the right to reject any and all Statements of Qualification, to waive informalities in any or all Statements of Qualification, and to re-advertise for Statements of Qualification. The Board also reserves the right to separately accept or reject any item or items of a Statement of Qualification and to award and/or negotiate a contract in the best interest of the County. Dated at Key West, Florida, this 21th day of December ,2000. Purchasing Department Monroe County, Florida 4 REOUEST FOR STATEMENTS OF OUALIFICATION TO PREPARE A COMPREHENSIVE MASTER PLAN ADDRESSING METHODS OF IMPROVING WATER QUALITY IN RESIDENTIAL CANALS IN THE FLORIDA KEYS PURPOSE The purpose of this Request for Proposals is to fulfill Objectives 202.14 and 202.15 of Monroe County's Comprehensi ve Plan and Strategy W.1 0 of the Water Quality Protection Program Document for the Florida Keys National Marine Sanctuary (EPA, 1996) which address an evaluation of methods of improvements to water quality in residential canal systems (open and plugged) in the Florida Keys. Completion of this project will result in the development of a comprehensive management plan to improve water quality of canal systems in the Florida Keys. BACKGROUND During the early years of development in the Florida Keys, the attractiveness of waterfront development prompted the creation of "fast land" through dredging and filling of mangrove forests, seagrass beds, and open water to construct networks of finger-fill residential canals. More than 200 canals and access channels were dredged during that period (FDER, 1987). Many canals were dug 10- to 20-feet deep to maximize production of fill material excavated from the canal, and most canal systems were designed as long, dead-end networks to maximize waterfront property. These long dead-end canal systems exhibit little or no tidal flushing at their upper ends. Studies performed on canal systems throughout the State during the 1950's to early 1970's determined that excavating artificial canals resulted in the creation of waters that exhibited significant water quality and biological degradation within the canals themselves and in waters adjacent to canals. Deep, narrow, box-cut canals with dead-end configurations gradually accumulate oxygen-demanding and toxic sediments and organic wastes, causing low dissolved oxygen, objectionable odors, floating sludge, fish kills, and anaerobic and putrid conditions (Barada and Partington, 1972). In 1972, during the peak of finger fill canal construction in the Keys, the Florida Department of Pollution Control (FDPC) issued a dredge and fill moratorium halting all canal construction in the Keys until completion of a study to assess the effects of canal development on marine habitats. Ten canal systems in the Keys were studied by FDPC (1973). Depressed dissolved oxygen levels were frequently encountered in all canals. The average concentration of oxygen at the bottom of canals was less than 4.0 mg/l (State standard) and often less than 1.0 mg/l. Long term conditions of low oxygen resulted in the growth of anaerobic bacteria that produce hydrogen sulfide, which is toxic to marine life. Most canal systems studied had reduced numbers of animal species and densities compared to reference sites. At the conclusion of the study, the moratorium on dredge and fill operations was lifted provided strong enforcement measures were taken for violators of turbidity and other water quality parameters. In addition, water exchange and circulation of future canal systems would be critically examined. The FDPC study and its recommendations effectively stopped 5 construction of additional finger-fill residential canal systems in the Keys. In addition, because of the stringent regulatory requirements, several constructed canal systems were plugged or were not allowed to be opened to adjacent waters after construction. Subsequent studies in the Keys (BPA, 1975; FDER, 1985, 1987, 1990; Florida Bay Watch Program, 1997, 1998, 1999) have determined that water quality in canals is degraded due to addition of nutrients from poorly treated wastewater and stormwater from adjacent developments. In addition, the physical orientation of some canals results in an accumulation of organic debris, including floating seagrass and algae. That loading rapidly strips canal waters of oxygen. Recent work has determined that wastewater from poorly functional onsite wastewater treatment systems rapidly enters surface waters of canal (Paul et al., 1995, 1997) and may be a human health risk due to viral contamination (Rose et al., in press). Degraded canal waters results in deterioration of the environmental quality of receiving waters which may result in dysfunction of adjacent communities (Lapointe and Clark, 1992; Lapointe, Tomasko, and Matzie, 1994; Lapointe and Matzie, 1996, 1997). OBJECTIVES This Request for Proposals must address three main objectives: 1. Provide an inventory and physical description of all canal systems in the Keys, including open canals and plugged canal systems. Description should include configuration of canal systems, depth profiles, density of development, and a summary of available water quality data for each canal system. 2. Provide comprehensive monitoring, following a strict FDEP QAlQC plan, of five to ten canal systems, including flow-through canals, dead-end canals, and plugged canals for one year. To the extent practical, design should allow statistical comparisons of these three types of canals. Multiple sampling stations are suggested within canal systems, particularly dead-end canals to provide comparisons of samples from the mouth to the dead-end of the canal. In addition, sampling should include an assessment of vertical stratification of parameters monitored. 3. Provide a thorough examination and discussion of the feasibility and costs to improve water quality in unplugged canal systems, including an analysis of methods and costs to upgrade wastewater treatment and disposal systems, backfilling canals, flushing channels, installation, maintenance and effectiveness of aeration devices, stormwater controls, weed gates, and other factors. Provide a ranking of all existing open canal systems based upon feasibility, costs, probability of success of improving water quality with physical improvements. 4. Conduct a demonstration project on a canal system that was recently unplugged (Sunset Acres) to determine if water quality in the canal system has improved since the plug has been removed. This study should also include an analysis of whether adjacent surface waters have been degraded as a result of plug removal. Completion of this objective may require taking additional water quality samples in the canal system and adjacent waters. Completion of this objective will include recommendations of additional improvements required to improve water quality of that canal system and a comprehensive evaluation of all factors to be considered before determining the 6 feasibility of removing the plug of any currently plugged canal system. Analysis should also include potential impacts that may result from increased development that may occur in canals after removal of plugs. These impacts may include additional wastewater and stonnwater input and pollutant discharges from increased boating activities. Consideration of additional negative impacts should be seriously considered as such impacts are a significant concern when obtaining pennits for opening previously plugged canals. 7 Responses to Request for Qualifications Review Criteria The Review Committee will meet to consider each response to the Request for Statements of Qualification. The Committee will rank each firm based on the following list of criteria. Depending on the level of response, the number of questions raised during the review, the diversity of responses, and how closely the responses are ranked, the Review Committee may elect to request that top ranked or all firms make a brief presentation of their Statement of Qualification and project approach. This is not an absolute, but gives the Review Committee flexibility in their decision making process. The following is a list of criteria (areas of interest) which the Committee will use to focus its attention on the Responses. Actual weights and scores will be developed in the Comrnittees first meeting. · Professional Qualifications - Background in environmental engineering, hydrology, water quality monitoring · Extent to which the Response addresses the three objective areas of the RSQ · Extent to which the respondent has looked at similar problems elsewhere. · Extent to which the respondent can demonstrate previous efforts to assess and improve water quality in similarly confined waters in Florida or elsewhere, by physical, structural, biological, chemical, or other means. · Extent to which the methods and approach to data collection and assessment can lead to implementable strategies for improving water quality in Keys' canals in the future. · Extent to which the respondent has legitimately considered the regulator climate within which proposed solutions would have to be carned out. 8 Project Approximate Review and completion Schedule 27 December 2000 Notification of Request for Statements of Qualification 31 January 2000 Responses to RSQ due 31 January 2000 Responses to RSQ officially opened 1 February/15 February 2000 Review Committee will review Responses 22 February 2000 Board of County Commissioners to consider recommendations of the Review Committee and request that the staff enter into contract negotiations with the chosen respondent 22 February/I5 March 2000 Contract negotiation with chosen respondent 22 March 2000 Contract with chosen respondent approved by the BaCC 1 April/l April 2001 Project initiated and completed 1 June 2001 Project complete - all final reports and recommendations complete. 9 Monroe County Comprehensive Plan Goals, Objectives, and Policies 12 July 1997 GOAL 202 - Coastal Element The environmental quality of Monroe County's estuaries, nearshore waters (canals, harbors, bays, _Jakes and tidal streams,) and associated marine resources shall be maintained and, where possible, enhanced. [9J-5.012(3)(a); 9J-5.013(2)(a)] Obiective 202.14 By September 30, 1993, Monroe County shall make a determination as to the appropriate use of aerators, backfilling, the opening of dead end canals, and the utilization of weed restriction devices as a means of improving water quality in canal systems and shall request, if appropriate, a special rule for the Florida Keys pertaining to the use of same. [9J-5.012(3)(b)I,2 and 3; 9J-5.013(2)(b)2] Policy 202.14.1 Monroe County shall work cooperatively with DER and the ACOE to identify the water quality and permitting issues related to the use of aerators, backfilling, the opening of dead end canals, and utilization of weed restriction devices in canal systems. [9J-5.012(3) (c)I,2,3 and 8; 9J-5.013(2)(c)1 and 6] Policy 202.14.2 Monroe County shall support an independent research study through a university or other impartial research foundation designed to determine the possible applications and impacts of aeration, backfilling, the opening of dead end canals, and utilization of weed restriction devices in canal systems in the Florida Keys. [9J-5.012(3)(c)I,2,3 and 8; 9J-5.013(2)(c)1 and 6] Policy 202.14.3 Monroe County shall, if deemed appropriate after study of water quality issues, request consideration of a special rule for the Florida Keys pertaining to the use of aerators, backfilling, the opening of dead end canals, and utilization of weed restriction devices in canal systems. [9J-5.012(3)(c)I,2,3 and 8; 9J-5.013(2)(c)1 and 6] Obiective 202.15 By September 30, 1993, Monroe County shall make a determination as to the water quality impacts associated with unplugging residential canals and shall request, if appropriate, a special rule for the Florida Keys pertaining to opening of canal plugs. [9J- 5.012(3)(b)1,2 and 3; 9J-5.013(2)(b)2] 10 Policy 202.15.1 Monroe County shall work cooperatively with DER and the ACOE to identify the water quality and permitting issues related to the unplugging of residential canals. [9J-5.012(3)(c)1,2,3 and 8; 9J-5.013(2)(c)1 and 6] Policy 202.15.2 Monroe County shall, if deemed appropriate after study of water quality issues, request consideration of a special rule for the Florida Keys pertaining to the opening of plugged, residential canals. [9J-5.012(3)(c)1,2,3 and 8; 9J- 5.013(2)(c)1 and 6] 11 DRUG-FREE WORKPLACE FORM The undersigned vendor in accordance with Florida Statute 287.087 hereby certifies that: ~N" ; It.oro{ ......LI\L"'T"A-l ~cC\.'c.. c;. ~~. (Name of Business) 1. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Infonn employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). 4. In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the tenns of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of Chapter 893 (Florida Statutes) or of any controlled substance law of the United States or any state, for a violation Occumng in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, or any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As the person authorized to si the tatement, I certify that this finn complies fully with the above requirements. ~V)~I\l"'~J.....( ~cJ;c:...~ ?.....c... Bidder's ~p.~ ~\ ;toe I Date 12 NON-COLLUSION AFFIDAVIT ~~,,~ " Lf:).i-\<...;..s. - .EN",.'~,.o,'\~"lA~ -r;;JJ:d the city I, of \3 ,'a -p~ ,,,liE.... \( I~ ~ of perjury, d~pose and say that; according to law on my oath, and under penalty 1) I am ~~.'b.....t "^& ........\.-.\ -rAc....-i~~ ~ ~..... Proposal for the project described as follows: , the bidder making the "TO PREPARE A COMPREHENSIVE MASTER PLAN ADDRESSING METHODS OF IMPROVING WATER QUALITY IN RESIDENTIAL CANALS IN THE FLORIDA KEYS" 2) The prices in this bid have been arrived at independently without collusion, consultation, communication or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor; 3) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to bid opening, directly or indirectly, to any other bidder or to any competitor; and 4) No attempt has been made or will be made by the bidder to induce any other person, partnership or corporation to submit, or not to submit, a bid for the purpose of restricting competition; 5) The statements contained in this affidavit e and correct, and made with full knowledge that Monroe County relies upon the trut of t e s in awarding contracts for said project. STATE OF r:-ICJ(dJ~~ COUNTYOF 01 eN (if ~ (Signature of Bidder) ~~~ "3' -ZOO, DATE PERSONALLY APPEARED BEFORE ME, the undersigned authority, ~~ \/ Lo...f;J0 N who, after first being sworn by me, (name of individual signing) affixed hislher signature in the space provided above on this . - .... ~I ~f- day of , J(\ NlJ o.J:. Ij / ~ ,L(Y] ({diu / I NOTARY PUBUt ,20 (jl ~p..~y Pl/e OFAClALNOTARY SEAL. ~.~ USAM RESLER ~ .. COMMISSION NUMBER ., . .... ~ CC97B77S My commISSIon expl~ ~ ~"< ttYS8141ll/3S.o..IEXP OF ,U . IRES h OCT. 31 2004 13 SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 MONROE COUNTY. FLORIDA Enncs CLAUSE ~\,..J.. \.~. L~,dc. ~... warrants that he/it has not employed, retained or otherwise had act on his/its behalf any former County officer or employee in violation of Section 2 of Ordinance No. 10-1990 or any County officer or employee in violation of Section 3 of Ordinance No. 10-1990. For breach or violation of this provision the County may, in its discretion, terminate this contract without liability and may also, in its discretion, deduct from the contract or purchase price, or otherwise recover, the full amount of any fee, commission, percentage, gift, or consideration paid to the f rme County officer or employee. V. .er? (signature) Date: :\"'....... ~ \ -Z C!J D I STATE OF ReA ,ffL. (~uJ R t~f -' COUNTY OF PERSONAlLY APPEARED BEFORE ME, the undersigned authority, - 1//_ . '\. I c.h0 V. u...1Lf(1 N who, after first being sworn by me, affixed hislher f '~(--I signature (name of individual signing) in the space provided above on this '\.. ').::.z- day of JClIJ'_I~~rC-\/ ,20 (J/ 'J ^ 'If ~~c'1fl (~J & A / My commission expires: 'NOTARYPUBUC I ~p..~Y PlJ~ OFFICIAl NOTARY SEAl o ~ I.JSA M RESlER ("I ~ 'f ION NUMBER 7...., ~ CC978ns (:" 0 o<:f' MY COMMISSION EXPIRES F F\. OCT. 31.2004 14 PUBLIC ENTITY CRIME STATEMENT "A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CATEGORY 1WO for a period of 36 months from the date of being placed on the convicted vendor list." 15 DEC-2S-00 11.51 FROM-MONROE COUNTY ATTY OFFICE ID.3062823&16 PAGE 1/1 NonCE OF REOUEST FOR OUALIFlCATlONS NOllCE IS HEREBY GIVEN TO WHOM IT MAY CONCERN that on January 31, 2001, at 3:00 PM, at the purchasing Office, a committee consisting of the Director of OMB, the County Administrator, the COunty Attorney and the requesting Division Director or their designees, will open sealed Statements of Qualification for the following: TO PREPARE A COMPREHENSIVE MASTER PLAN ADDRESSING METHODS OF IMPROVING WATER QUALITY IN RESIDENTIAL CANALS IN THE FLORIDA KEYS All RFQ Statements must be received by the purchasing Oflke, 5100 College Road, Public Service Building, Cross Wing Room #002, Stode Island, Key West, FL 33040 on or before 3:00 PM on January 31, 2001. Any bids received after this date and time will be automatically rejected. Submittees must provide two (2) signed original and five (5) complete copies of their statement of qualifications in a sealed envelope marked "Master Plan for Impro\Wftent of Resid&ntiaJ Canal Wcrt&f' Quality." All RFQ Statements of Qualification must remain valid for a period of ninety (90) days. The Board reserves the right to reject any and all proposals, to waive informalities in any or all RFQ Statements, and to rf!advertise for bids. The Board also reserves the right to separately accept or reject any item or items of a RFQ Statement and to award and/or negotiate a contract in the beSt Interest of the County. The Board will automatically reject the RFQ of any person or affiliate who appears on the convicted vendor list prepared by the Department of General Services, State of Aorida, under Sec. 287.133(3)(d), Fla. Stat. (1997), Spedfications may be obtained from the Purchasing Department at 305/292-4465. For further information contact George Garrett, Director of Marine Resources, 2798 Overseas Highway, #420, Marathon, FL 33050; Voice 305/289-2507; Fax 305/289-2536; Email garrettg@mail.state.f1.us. DATED at Key West, Florida. this 28th day of December, 2000. Monroe County Purchasing Department PUBLICATION DATES: Reporter V. -11 C7~zen 1/5-12 Keynoter 1/6-13 uui '1S[ DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF INTENT TO ISSUE PERMIT I The Department of Environ- mental Protection gives notice of its intent to issue a permit to Donald E. Whitehead, Presi- dent, The Sugarloaf Club, Inc., 19269 Bad George Road, Sug- arloaf Key, Florida 33042, to construct one (1) Class V injec- tion well to receive advanced secondary treated effluent with nutrient removal and basic dis- infection from a DOH-type do- mestic aerobic wastewater treatment plant, Project loca- tion is at the Sugarloaf Sports & Leisure Club, 19269 Bad George Road, Sugarloaf Key, Monroe County, Florida. (File No. 175648-00.1-UCl The Department will issue the permit unless a timely petition. for an administrative hearing is filed under sections 120.569 and 120.57, F.S., or all parties reach a written agreement on mediation as an alternative rem- edy under section 120.573 be- fore the deadline for filing a peti- tion. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. A person whose substantial in- terests are affected by the De- partment's proposed permitting decision may petition for an ad- ministrative proceeding (hear- ing) in accordance with Sec- tions 120.569 and 120.57, Florida Statutes. The petition must contain the information set forth below and must be filed (received) in tha Office of General Counsel of the Depart- ment at 3900 Commonwealth Boulevard, Mail Station 35, Tal- lahassee, Florida 32399-3000, within 14 days of publication of this notice. Petitioner shall mail a copy of the petition of the ap- plicant at the address indicated above at the time of filing. Fail- ure to file a petition within this time period shall constitute a waiver of any right such person may have to request an admin- istrative determination (hearing) under Sections 120.569 and 120.57, Florida Statutes, or to intervene in this procaeding and participate as a party to it. Any subsequent intervention will be only at the descretion of the presiding officar upon the filing of a motion in compliance with rule 28-5.207, F.A.C. The Petition shall contain the fallowing information: (a) The name, address, and telephone number of each petitioner, the applicant's name and address, the Department Permit File Number and the county in which the project is proposed; (b) A statement of how and when each petitioner received notice of the Department's ac- tion or proposed action; (c) A statement of how each petition- er's substantial interests are af- fected by the Department's ac- tion or proposed action; (d) A statement of the material facts disputed by Petitioner, if any; (e) A statement of facts which peti- tioner contends warrant rever- sal or modification of the De- partment's action or proposed action: (f) A statement of which rules of statutes petitioner con- tends require reversal or modifi- cation of the Department's ac- Florida Keys Keynoter no. 0756200 NOTICE OF REQUEST FOR OUALlFICA TIONS NOTICE IS HEREBY GIVEN TO WHOM IT MAY CONCERN that on January 31, 2001, at 3:00 PM, at the Purchasing Office', a committee consisting of the Di- rector of OMB, the County Ad- ministrator, the County Attor- ney and the requesting Division Director or their designees, will open sealed Statements of Qualification for the following: TO PREPARE A COMPREHENSIVE MASTER PLAN ADDRESSING METHODS OF IMPROVING WATER QUALITY IN RESIDENTIAL CANALS IN THE FLORIDA KEYS All RFQ Statements must be re- ceived by the Purchasing Office, 51 00 College Road, Public Ser- v.jce Building, Cross Wing Room #002, Stock Island, Key West. FL 33040 on or before 3:00 PM on January 31, 2001. Any bids received after this date and time will be automatically rejected. Submittees must provide two (2) signed original and five (5) complete copies of their state- ment of qualifications in a sealed envelope marked "Mas- ter Plan for Improvement of Residential Canal Water Quali- ty," All RFO Statements of Qualification must remain valid for a period of ninety (90) days. The Board reserves the right to reject any and all proposals, to waive informalities in any or all RFO Statements, and to read- vertise for bids. The Board also reserves the right to separately accept or reject any item or items of a RFQ Statement and to award and/or negotiate a contract in the best interest of the County. Tha Board will auto- matically reject the RFQ of an person or affiliate who appears on the convicted vendor list pre- pared by the Department of General Services, State of Flori- da, under Sec. 287.133(3)(d), Fla. Stat. (1997), Specifications may be obtained from the Purchasing Depart- ment at 305/292-4465. For further information contact George Garrett, Director of Ma- rine Resour,~es, 2798 Overseas Highway. # 420, Marathon, FL 33050; Voice 305/289-2507; Fax 305/289-2536; Email garrettg@mail.state.fl.us. DATED at Key West, Florida, this 28th day of December, 2000. Monroe County Purchasing Department Publish January 6, 13,2001. Florida Keys Keynoter no. 3293200 NOTICE OF CALL FOR BIDS NOTICE IS HEREBY GIVEN TO WHOM IT MAY CONCERN that on February 8, 2001, at 3:00 PM, at the Purchasing Office, a committee consisting of the Di- rector of OMB, the County Ad- ministrator, the County Attor- ney and the requesting Division Director or their desiClneps will serited to the Board of County Commissioners of Mpnroe County for final awarding or otherwise. The Board reserves the right to reject any and all proposals, to waive informali- ties in any or all bids, and to readvertise for bids; and to sep- arately accept or reject any item or items of bid and to award and/or negotiate a contract in the best interest of the County. Specifications and/or further in- formation may be obtained by contacting the Fred Bucholtz, 306 Coco Plum Street, Duck Key, FL 33050, 305/289-1085. DATED at Key West, Florida, this 5th day of January, 2001 Monroe County Purchasing Department Publish January 13,20, 2001. Florida Keys Keynoter no. 3069 t\ FIC NOTICE the unde gage in b tious nan K.SEAl TR, 29 BigP Mark E INTENm ness witt Division l hassee,F Publish J, Florida Ke no. 3077500 NOTICE TO AFFECTED PROPERTY OWNERS Minor Conditional Use Permit 142 LOlli F Lost Dog 4 Fri.., 15 Answers . broken. RI Please be advised that the Di- rector of the Monroe County Planning &. Environmental Re- 149 Person2 sources Departments has is-. . s,\Jed Development Order WdllT)etlcu #7-00 for a Minor Conditional prOVide .St Use permit to FLORIDA KEYS estate In AQUEDUCT AUTHORITY for quarters. F approval to construct an 1100 square foot wastewater treat- ment facility on Monroe County property located at the south- east corner of the Marathon Air- port. The legal description is Part of Government Lot 2, Sec- tion 6, Township 33 South, Range 66 East, Key Vaca, Mon- roe County, Florida, approxi- mate - Mile Marker 51.5. Land use district is Airport District (AD). .. cl~ ..~.'..~'.'....'...'."....'..'..H..I :.....-:.......;... . ':X.:::~..: :;;:;;~::.:~::;::: .......... . ;:~,;;::::-:;.::;';.:;; ..' . ,. You have the right to appeal this determination within 30-work- ing days of the decision. Ap- . ..;. peals must be filed on a form ., ... prescribed by the Director of "'",:::..,','{'b Planning and be accompanied by a non-refundable filing fee of $250.00, a non-refundable no- tification fee of $25.00 for each adjacent property owner (adja- cent landowner means an own- er of land sharing a boundary with another parcel of land!. and a non-refundable newspaper advertising fee of $1 75.00. Pur- suant to section 9.5-4(A-3) of the Monroe County Code, an in- tervening road, right-of-way, easement or canal shall not de- 251 H,lp Wa stroy the adjacency of two paree~. . ~ BI star for c TheK ] Monroe County Planning De- partment, 2798 Overseas High- way, Suite 410, Marathon, FL 33050 (305) 289-2522. Publish January 13, 2001. Florida Keys Keynoter ~ - .- :E! ~= .. .IS indiv grow ,pack l\ppl pOSIt FrO! NON-COLLUSION AFFIDA vrr I. I{t( rLf (l Er I L ;; ~ C' "" of 6a. I nt'511111 e of perjury. depose and say that: 1) lam K< Y1j/1 En ( k S ~I/J Proposal for the project described as follows; of the city fL, according to law on my oath. and under penalty , the bidder making the '6'fO PREPARE A COMPREHENSIVE MASTER PLAN ADDRESSING METHODS OF IMPROVING WATER QUALITY IN RESIDENTIAL CANALS IN THE FLORIDA KEYSu 2) The prices in this bid have been arrived at independently without collusion. consultation, communication or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor. 3) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to bid opening, directly or indirectly, to any other bidder or to any competitor; and 4) No attempt has been made or will be made by the bidder to induce any other pe~on, partnership or corporation to submit, or not to submit, a bid for the purpose of restricting competition; 5) The staI.ements contained in this affidavit are tnJe and correct. and made with full knowledge that Monroe County relies upon the truth of the s ements contained in this affidavit in awarding contracts for said project. STATE OF ,-1.JOr7(J~ COUNTY OF ~J tlcf1 ufL, PERSONAlLY APPEARED BEFORE ME. the unden;igned authority, ;( ~/l f n' (' t.E; (')I1J who, after first being sworn by me, (name of indivia signing) affixed hislher signature in the space provided above on this L3()1-h dayof l)M~1 ,( OJaw-? rDul) 2. NOTARY PuBUC t!- ,20 01 My commission expires: 13 . ~, ....~..~,.. VALORle R. OYAL (..~~.,:~ "'t~ MY COMMISSION' CC 855893 i, i..&~J EXPIRES: July 19, 2003 . . ; ."r.iir;:..~" Bonded Thru NDWy Public Undllwlil8lS SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 MONROE COUNTY. FLORIDA ETInCS CLAUSE Ei/? C/tSt71'1 '- Ka n; /1 warrants that heJit has not employed. retained or othelWise had act on his/its behalf any former County officer or employee in violation of Section 2 of Ordinance No. 10-1990 or any County officer or employee in violation of Section 3 of Ordinance No. 10-1990. For breach or violation of this provision the County may, in its discretion, tenninate this contract without liability and may also. in its discretion, deduct from the contract or purchase price, or othelWise recover, the full amount of any fee, commission, percentage, gift. or consideration paid to the fonner County officer or employee. ~A 9Au-L- (signature) 1 /~o/t) , I Date: STATEOF -jionaO-J COUNTY OF , Jj (] r hI 1. /J.--' PERSONAlLY APPEARED BEFORE ME, the undersigned authority, KJLr un f f7' (' I ~ ofG who. after tint being sworn by me, affixed hislher U signature (name of individual signing) in the space provided above on this,-~ day of ( )o.flYo~()1J-J?i;w NOTARY PUBUclj My commission expires: ............ VALORIE R. OVAL f.~~.h..~>: MY COMMISSION' CC 855893 ~.~.;Jf EXPIRES: July 19.2003 . ~~'",'Jf,.., Bcnd8dThru Nolaly P\illiC Underwrilers ,Rf..'n' 14 DRUG-FREE WORKPLACE FORM The undersigned vendor in accordance with Florida Statute 287.087 hereby certifies that: A {PC- {ED !ECI-I!l/(}LO~ y '7 AllqIVA~e/vle1;7 /N~ (Name of Business) 1. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing. possession. or use of a controlled substance is prohibited in the workplace and specifying the actions mat wiU be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace. any available drug counseling. rehabilitation. and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (I). 4. In the statement sJX:Cified in subsection (1), notify the employees that. as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the termS of the statement and will notify the employer of any conviction of. or plea of guilty or nolo contendere to, any violation of Chapter 893 (Rorida Statutes) or of any controlled subsWlce law of the United States or any state. for a violation occurring in the workplace no later than five (5) days after such conviction. 5. hnpose a sanction on, or require the satisfactory panicipation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, or any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. Date CO'l-pO'l-atE c!)uE'l-UiEW Applied Technology & Management, Inc. Professional Service Areas Water Resources · Water Quality Studies · Water Quality Modeling · Mixing Zone Studies · NPDES Permitting · Water Reuse · Storm water Management · ReservoirlDam Engineering · Hydraulic and Floodplain Modeling · Water and Wastewater Systems · Ground Water Modeling · Aquifer Testing · Ground Water Recovery Systems · Potable and Irrigation Water Supply · Integrated Water Resources Management Plans Civil Engineering <> ~ " · Land Development · Waterfront and Resort DevelopmentlInfrastructure · Roadway Design · Utility Design · Water and Wastewater Treatment Plant Design · Mine Reclamation · State and Local Permitting · Construction Management Services tl u S ~ <> '" · Industrial Water Use/BaIance · RCRAlCERCLA Hazardous Material Studies · Wastestream Minimization · Effluent Disposal System Design · Treatment Disposal Rerating · Wetlands Assessments! Mitigation · MunicipaIlIndustrial Landfills · Contamination Assessments · Risk Assessments · Permit Compliance · Environmental Audits · Marine Resource Studies · WildlifelBotanical Surveys · Protected Species Studies and Mitigation · Habitat Management Plans · State and Federal Permitting · Terrestrial and Aquatic Species Monitoring Coastal Engineering · Coastal Erosion Assessments · Inlet Management Plans · Beach Restoration and Management · Groins, Breakwaters and Revetments · Federal and State Permitting · Storm Risk and Setback Analysis · Marine Biological Assessments Marina Planning, Design, and Permitting · Site Analysis · Preliminary Pesign/Concepts · Dredging and Disposal Evaluations · Environmental Permitting Review · Financial Performance Reviews · Valuations · Plans and Specifications · Bidding Processes · Contract Administration Applied Technology and Management Inc. Company Profile IW Applied Technology and Management, Inc. (ATM) is a consulting and management firm with a staff of experienced engineers and scientists. Since our inception in 1984, ATM has employed a managerial style that has proven to be both efficient and cost effective. For more than a decade, we have been providing services to public and private cliel"ts throughout the United States and internationally. ATM is structured to maintain low overhead costs and dedicated to providing exceptional services at competitive rates. ATM's professional staff has been the keystone of our success. Our firm has prospered because of our successful technical and managerial style in approaching and executing innovative environmental and biological studies and related engineering designs. Our clients have been pleased that we can effectively handle complex technical details and project objectives, while successfully responding to the constraints often imposed by sensitive environmental issues. ATM specializes in the following areas of professional services: Water Resources Engineering services include stormwater management, surface water studies and hydrology. EIS/DRI approvals, alternative wastewater treatment (overland flow & wetland application), NPDES permitting and industrial discharge permitting services are also provided. ATM offers strong hydrogeology consulting services that include ground water availability studies, contamination assessment, and remediation design. - l Our Environmental Services group provides expertise in compliance related programs such as hazardous and special waste management, contamination assessments, underground storage tank (UST) programs, ground water monitoring, contamination remediation system design, and sophisticated ground water flow and contaminant modeling. ATM design and permitting experience includes ground water recovery and treatment systems, wastewater plant up-grades and specialty treatment. Solid waste services include permitting, planning and design of landfill and leachate treatment systems. Through a unique partnership with S2L, Incorporated (S2Li), Orlando, FL, ATM provides full service solid waste capabilities, including design of transfer stations and recycling facilities. Other Environmental Services include wetland treatment systems design, wetland evaluations, mitigation, water quality, and regulatory compliance. ATM also has an experienced team of agricultural engineers involved in the environmental aspects of agricultural production and development. 0- ~ ~ 0; Applied Technology and Management Inc. Company Profile Biological Services include aquatic and terrestrial species surveys, vegetation mapping and identification of wildlife habitat, protected species surveys, monitoring and management, and development of mitigation and habitat management plans. ATM teams work with habitat restoration, jurisdictional wetlands delineation, compliance monitoring, and specialize in effectively negotiating solutions to permitting stumbling blocks. The Coastal Engineering group is well established and has developed a strong reputation in the Southeast, Atlantic and Gulf Coasts, as well as the Caribbean. Services include shoreline assessments, comprehensive waterfront development studies including marina design, wetland studies and water quality modeling, beach and dune restoration, erosion control structures analysis/design, sediment transport analysis, tidal studies, inlet management plans, and construction management services. ATM also provides consulting and design services to aquatic resort developers. The Water Resources Technology Division (WRTD) is a specialized group of engineers and scientists responsible for the development and application of complex multi-dimensional hydrodynamic, water quality, and ecological models to solve engineering and environmental problems. In addition, the WRTD provides expertise support to al/ the other ATM groups in model development, data collection and analysis, environmental impacts, and permitting. This experienced team is capable of solving a wide variety of problems involving the physics and biogeochemistry of aquatic environments utilizing state-of-the-art numerical models, expert ATM offers our clients a full-spectrum of services relating to all phases of a project. Unlike most small organizations, ATM has not limited our service areas to a single product or service. Consequently, ATM has gathered a distinctively qualified group of consulting professionals from a variety of related fields. ATM can provide lead engineer or project team technical support services on projects, depending on client needs. We believe our staff experience in water resources engineering and science, civil and coastal engineering, biological and ecological sciences, natural resources management, and related environmental disciplines, provides a unique basis for successful project planning, analysis, design and permitting. N l C> ~ N Computer Resources/GIS Capabilities ~ ATM's key to success is a highly qualified and experienced technical staff collaborating through a computer wide area network, interoffice environment. ATM utilizes Sun WorkStation and Windows 98/NT PC's networked to Novell Netware servers located in each office. High quality output is provided by a Canon Color Laser Printer/Copier, Xerox Color Printer, HP Designjet Plotters, and other laser printers. ATM's network utilizes the Internet Protocol to create a company wide intranet. Novell servers in each office are connected by way of high speed frame relay lines. Our World Wide Web services include FTP and HTML publishing of current data for our clients on secure web pages. The intranet allows ATM staff to use resources from all of our offices as well as internet services. ATM's GIS capabilities include extensive use of ESRI ARC/INFO and ERDAS IMAGINE running on Sun WorkStations as well as ArcView, ArcView 3D Analysis and AutoCad Map running on PC. With these GIS capabilities and resources, ATM is able to tackle complex and large scale projects. ATM's GIS project experience includes the Georgia Ports Authority's Savannah River Deepening Project. This project utilized ERDAS IMAGINE's image processing software, as well as ARC/INFO to help develop a vegetation classification of a SPOT Image. ATM made extensive use of ARC/INFO for projects to develop watershed management plans for the Turnbull Creek and Deland Ridge watersheds in Volusia County, FL. ARC/INFO was used to create soil, vegetation, land use, hydrography, and sub-basin delineation maps. The database features of ARC/INFO were used to establish weighted soil and land use parameters per sub-basin for input into the SWMM (Storm Water Management Model). Other GIS capabilities include facility inventories. For the City of Jacksonville Beach, ATM developed a GIS based Stormwater Structure Inventory using Arc View, MS Access and AutoCad Map. All structures were field located using a GPS system. At the same time, data and photos were collected for each structure. This allows the City to retrieve any data/photo of any or all of the structures in their system. ATM also has GPS/Surveying capabilities. ATM's on-staff surveyor utilizes a Trimble RTK 4800 GPS unit to collect GIS data. ATM has utilized its GPS capabilities for various projects including Waste Management, Inc. 's expansion of the Berman Road Landfill located in Okeechobee County, Florida and Indian River County, Florida's Beach Preservation Plan Implementation. ~ $; c ~ rP'l-ofe1-1-ionaL cStaff 1!i1-tinf} Applied Technology and Management, Inc. Professional Staff Listing IW Staff Position Expertise I E.H. Modzelewski, M.S. T. Schanze, M.E., P.E. K.M. Erickson, M.E., P.E. I W.S. Phlegar III, M.S., p.E.1 J.M. Ellis, M.S., P.E. w.J. Huffman, B.S., P.E. A.C. Maglione, B.S. - t ~ '" ~ o C. Rivero-deAguilar, M.E., P.E. I President Principal Scientist I Executive Vice President Principal Engineer Vice President Principal Engineer Vice President Principal Engineer I Vice President Principal Engineer I Vice President Senior Engineer I Vice PresidentJProgram Manager for Municipal Services Vice President! Senior Manager for International Environmental Services Project Management, Environmental Permitting/Compliance, Regulatory Liaison, Marine Sciences, Water Quality Water Resources Engineering, Wastewater Treatment, Environmental Engineering, Civil and Coastal Engineering, Environmental Sciences, Water Resources Engineering, Inlet Management Civil Engineering, Coastal Engineering, Marina Planning, Water Quality, Water Resources, Structures, Construction ProgramlProject Management, Stormwater Management, Wastewater Collection and Treatment, Water Supply, Environmental Compliance and Permitting Civil Engineering, Waterfront Development Projects, Marina Planning and Design, Geotechnical and Structural Engineering, Project Management and Construction Management and Design of Water and Wastewater Systems, Quality Control Review, Contract Administration, Construction Administration Environmental PermittingIRegulatory Compliance, Environmental Engineering, Water Resources Management, Water/Wastewater Treatment Applied Technology and Management, Inc. Professional Staff Listing ~ Staff Position Expertise I RW. Burleson, M.E., P.E. I N.M. Schanze, B.S., M.B.A.I M.R Barnett, M.E., P.E. RH. Semmes, M.S. RD. Richardson C.L. Gibson, B.S., P.E. K. Kalimtgis, M.S., Ph.D. I N l ~ ~ ~ !3 u 12 lj;' :3 I< ::; ~ T. P. Mason, M.E., P.E. Senior Associate Senior Engineer Senior Scientist I Associate Vice President Senior Coastal Engineer I Water Resources Specialist I Graphics Designer GIS/CAD I Senior Engineer Environmental Scientist I Senior Coastal Engineer Water Resources Engineering, Hydrology, Surface Water Modeling, Drainage, Water Quality, Stormwater Management, Reclaimed Water Reuse, Urban and Environmental Assessments, Mitigation System Design, Wildlife Species Surveys, Wetland IdentificationlDelineation Coastal Structures Design, Sand Source Investigations, Inlet Management, Coastal Project Permitting Environmental and Water Resources Engineering, Data Management, Field Investigations, Surveying, Construction Management Services Computer Aided DesignlDrafting, GIS, Presentation Graphics, Computer Coastal Project Design, Permitting, Construction Management, Navigation Channel Design, Inlet Management, Sand Source Investigations, and Hydrographic Surveying Remediation and Water Reuse Programs, Feasibility Studies of Urban and Agricultural Reuse Systems, Evaluation of Pollution Control Technologies, Evaluation and Implementation of Remediation Technologies Coastal and Oceanographic Engineering, Sediment Transport, 'furbidity, Coastal Structures, Video Monitoring, Oceanographic Instrumentation Applied Technology and Management, Inc. Professional Staff Listing IW Staff Position Expertise I S.C. Swann, M.E., P.E. J.M. Bossart, M.S., p.w.s.1 N.L. Schilling, B.A. T. R. Taylor, B.S., P.E. A.J. Mancini, B.S., P.G. P.C. Peterson, M.S., P.E. A.B. Bryan, B.S., E.!. M f ~ ~ Ei u ~ ~ ~ ::l; ~ E.G. Kridler, M.S., P.E. 1 Environmental Engineer Senior Scientist I Senior Associate 1 Environmental Engineer 1- Senior Hydrogeologist 1 Coastal/Environmental Engineer 1 Environmental Engineer 1 Civil Engineer Environmental Engineering, Industriall Agricultural Wastewater Treatment, Environmental Permitting/Compliance Environmental Permitting, Permit Compliance Monitoring, Wetland Mitigation Plans, Ecological and Biological Assessments, Data Analyses, Global Positioning Systems Marina Planning, Design, Construction Management, Waterfront Development, Public Relations Water/Wastewater Treatment and Collection Systems, Reclaimed Water Systems, Water Distribution and Treatment Systems, Design and Analysis, Environmental Technical Water Resources, Aquifer Testing and Analysis, Modeling, Contamination Assessment and Remediation, Waste Related Services, Environmental Impact Assessment Hazardous Waste Studies-RCRA, CERCLA; Remedial Design; Field Investigations; Compliance Monitoring; Hydrographic and Inlet Dynamics; Shoreline Protection and Wastewater Systems Design, Hydraulic Systems Design, Hazardous Waste Management, Solid Waste Management Water and Wastewater Treatment, Collection, and Distribution, Civil Site Design, Hydraulics, Construction Administration, Quality Assurance, Contract Documents Applied Technology and Management, Inc. Professional Staff Listing IW Staff Position Expertise I C.M. Schumacher, B.S., p.E.1 Water Resources Engineer Hydrologic Modeling, Storm water Management Design and Retrofit, State and Federal Regulatory Compliance, Land H.J. Craven, B.S. I Staff Engineer Coastal Planning and Permitting, Coastal Processes, Construction Management Services, Field Investigations, Hydrogeologic Investigations and Site Characterization, Marina Fuel and Pump.out Systems M.S. Goodrich, M.S., P.E. I Coastal Engineer Coastal and Ocean Engineering, Wave RefractionIDiffraction Modeling, Coastal Processes Modeling, Project Permitting and Planning, Coastal Structures Applied Technology and Management, Inc. Professional Staff Listing IW Staff Position Expertise I K.E. Krut, B.S., E.I. C.L. Johansen M.D. Bolchoz, P.E. C.P. Ahern, B.S., E.!. J.A. Frey, B.S., E.!. C.H. Belvin, B.S., E.I. G.M., Otto, B.S. "' t ~ ~ I Environmental Engineer I Staff Engineer I Senior Engineer I Project Engineer I Project Engineer I Environmental Engineer I Staff Scientist Environmental and Water Resources Management and Permitting, Marina Design, Land Development Design and Permitting Civil Engineering, Marina Design, Structural Engineering, WaterlWastewater Treatment And Collection System Waterfront Planning and Engineering, Design of Marina and Docking Facilities, Waterfront Structures, Dredging and Disposal Projects, Permitting, and Construction Management Water Quality Data Collection, Water Quality Instrumentation, Current Measurement Instrumentation and Water Resources Technology Stormwater Management and Planning, . _ . Water Resources, Sewer System Assessment ..-_. and Rehabilitation, Underground Utility . Design, Water Quality, Ground Water Hydrology and Remediation, Regulatory Project Management, Environmental CompliancelPermitting, Environmental and Water Resources Management, Water and Wastewater Treatment and Collection System Design and Permitting Aquatic Ecology, Wetland Ecology, Restoration Ecology, Tropical Ecology, Ecological Engineering, Wetland Plant Identification, Experimental Design Methods, BioticlBiotic Methods, Database Management, \Wate'l. Qua/it!} QuaUfit2ation1- WATER QUALITY MODELING/ANALYSIS Client: Cooper River Water Users Associa tion/Ch arleston Commissioners of Public Works ~-":J~ l!IIt .z- _ ... ~ ...."'..,:". .......... _ _ .."'~.. ,-, -- ._~.~. -1"0. ~---:-.3~_/: '__ '"~r-,-" :'. "~'_:~:'~:t-"",,'--L--/.:- ... .,",'. "'-.-,' ,- - ", . - . - - -- "- .---. - - ~__U_" '--;""'"""'-.._- ..-........,'......~. GNV/MA/WQMODElEXP/l000 Total Maximum Dail)' Load Determination "'Ul Under Contract with the Cooper River Water Users Association. A TM has implemented a comprehensive program to determine the Total Maximum Daily Load (TMDL) \vithin the Charleston Harbor and its tributaries. the Cooper, Wando. and Ashley Rivers. This program consists of the following primary elements: . Development of a state-ot:'the-art hydrodynamic and water quality model (WQMAP) Design and implementation of an extensive hydrodynamic and water quality monitoring program Comprehensive analysis of all available water quality data to identify present state of system water quality Modification of the South Carolina Water Quality criteria relative to allowable reductions in dissolved oxygen within estuarine environments. . . . This program was implemented in response to public perception of the Charleston Harbor as impaired relative to dissolved oxygen, and efforts by the State of South Carolina to severely restrict municipal and industrial discharges. These restrictions grew out of a TMDL determination made by the state. Through this comprehensive program, A TM was able to show that the municipal and industrial discharges did not create significant depression of the dissolved oxygen levels in the system. and that the TMDL determination by the State was inaccurate. The WQMAP model, developed under this program, provided more accurate representation of the complex circulation and pollutant transport, and provided significant relief for local municipal and industrial discharges. Client: Georgia Ports Authority, GAlUS EP A-Region IV, Savannah, GA ;~;~It~~!i~~d~ f." -- . --.. - -.. ..J ~'::'." 'i! " .~.. ~._~..;:,~:>,~-, . ~.. ..... I."::: ''''f~ ': : ... - ,...../ -/' -', _ ". <"i.._ _. - : ..... -.." I -..... -.-:- ....~ '........_ ~L._~::,...:.;~..,,;." "~:_-:;t;";;'._.~~~. GNVIMA/WQMODELEXP/l000 WATER QUALrTY MODELrNG/ANAL YSrs Environmental Support for the Savannah Harbor Expansion Project Tier lEIS Savannah Harbor is located along the lower Savannah River. It extends 15 miles offshore of Fort Pulaski. up 21 miles past the City of Savannah and Port Wentworth. Georgia. In order to maintain its competitive edge in the expanding port market. the Georgia Ports Authority proposed to bring the design depth of the navigation channel from its present depth of 42 feet down to 50 feet. This will provide the clearance needed for the larger ships projected to be built in future years. Concerns were raised by state and federal natural resource agencies that the deepening of the harbor has allowed salinity to intrude further upriver and impact highly valuable freshwater wetlands in the Savannah National Wildlife Refuge. In addition, the agencies contended that deepening created conditions where dissolved oxygen in the bottom waters was reduced to unacceptable levels. Historic attempts to model the Savannah River have not been accepted by the local resource agencies due to the view that the simplified models could not accurately capture the complexities of the system. Evaluation of the historic salinity and water quality data in the system by A TM staff identified how complex the processes were that affected the intrusion of saltwater and the dissolved oxygen at the bottom. The vertical stratification (the layering of the lower density fresh\'.:ater over the higher density salt water) changed over time with the lunar tide cycle. Modeling to date has had some Success in dealing with systems that are either stratified or not stratified. but not with systems that switch back and forth so dynamically. Using a state-of-the-art 3-D model (WQMAP), A TM and Applied Science Associates (ASA) simulated the salinity and dissolved oxygen within the system. Using a new formulation for the vertical mixing developed specifically for this project, A TM and ASA were able to accurately simulate the saltwaterl freshwater dynamics. Using this tool. the A TMASA team was able to very accurately project the changes to the salinity intrusion. density stratification and the impacts of the increased stratification on dissolved oxygen. The model simulations were reviewed and approved through a technical review committee with representatives from EP A Region IV, SCDHEC GADNR, USGS. USFWS. local industries. and the City of Savannah. Client: City of Venice, FL ~;.--",..~.~~,~'" -":"~ .'" - . . , i ;~ '~ . . . ~ ~ e--.......'- ;.or:~ - ~~. , :.:;.- -.. ........ Client: Suwannee River Water Management District, FL GNV/MA/WQMODELEXP/l000 WATER QUALITY MODELING/ANALYSIS Stormwater Qualit). ImprO\'ements, Design A TM assisted the City of Venice in obtaining 5200,000 of grant funding for the Venice Sands Basin Urban Storm\vater Quality Improvement Project. A TM prepared the grant application and supporting documentation for submittal to the Cooperative Funding Program of the Southwest Florida Water Management District (SWFWMD). Funding was obtained to implement both traditional and non-traditional stonmvater Best Management Practices (BMPs) in this built out urban watershed that discharges to the Gulf of Mexico. A TM perfonned analyses and prepared monitoring and design plans for implementation of the project. Steinhatchee River Basin Management Plan A TM conducted hydrological studies for the Steinhatchee River Basin. Geographic Information System (GIS) was used to quantify the land use and hydrographical changes that took place between 1950 and 1980. Hydrological model HSPF was used to determine the impacts of human activities such as forestry, timbering, ditching" road construction, etc. A basin management plan was recommended to alleviate the hydrologic impacts resulting from the watershed changes based on the model simulations. WATER QUALITY MODELING/ANALYSIS Client: Jupiter Inlet District, FL --. - - "..:.........i...--... . ._.--o!;"'". . ;,.::.. -- :,:,"... - - - . J --t Client: Kiawah Island Company, SC GNV/MAlWQMODELEXP/1000 W ater Quali~r Assessment A TM in conjunction with the Palm Beach County Department of Environmental Resources Management. conducted center- line bathymetic surveys along Sims Creek in Jupiter, Florida to evaluate sediments, areas of low velocity, and organic loadings from overland flow and storm water discharges. Samples of sediments were taken at periodic intervals to detennine hydrocarbon and heavy metal concentrations. In addition, an inventory of common species of fish was perforn1ed at each sampling location. In situ water quality analysis was performed for temperature, dissolved oxygen, salinity and conductivity. This study provided a baseline determination of the areas in Sims Creek requiring restoration. Water Quality Impact Assessment A TM conducted a study to determine the water quality impacts of a proposed deepening of Bass Pond, a tidal storn1water impoundment on Kiawah Island. A TM personnel detern1ined the projected levels of stratification within the pond and the impacts upon dissolved oxygen levels. Also detern1ined the overall pond flushing and hydraulic characteristics under various flashboard elevations. The study was reviewed and approved by the South Carolina Department of Health and Environmental Control. Client: Brown & Root USA, Inc. ~_._- -- S'rad)" s....., Tidal A\"~....1l"<I F l-"CaJ Colifonn Conrentnuion . .-<>-. . ;- ----......;, /~o---''''I :><~ ',> '\ :~',.. ,r:_. ~.~ ',1- \ .... \",:, .'; ~ ~),:,:;" ..~;=- ....--- -;--......... ";:...Ju.vof._ ~_ JI __J L1n.-._... ... ~-'lJn..,r. ~od ... '-....-~............. .......c.-.-.c__ .... ...~......c.--..~ '-'............. GNV/MAlWQMODElEXP/l000 WATER QUALITY MODELING/ANALYSIS Water Quality Impact StudY/Environmental Assessment A TM conducted a 4-year study of the impacts of development upon the surface Water. ground Water. and ecology in the tidewater areas of Cape Charles, Virginia. The study included baseline environmental assessments of the surface water hydrodynamics. ground water hydrogeology and ground water/surface water quality in the vicinity of the proposed Accawmacke Development. The work performed included the fOllowing: · Detennination of ground water hydrology and transport utilizing 3-D ground water modeling: · Detemlination of relative fecal colifonn loadings from stonnwater, marina activity, septic tank leakage, and natural inputs; · Baseline water quality monitoring within protected shellfish waters and surrounding waters near Kings Creek, a tidal creek off Chesapeake Bay; · Analysis of transport, flushing, and fate of fecal colifonn loadings to surface water utilizing a 2-D water quality and transport model; · Verification of the transport predictions of the surface water quality model through a Continuous dye injection study; · Determination of assimilative capacity of receiving waters relative to fecal colifoml loadings. The ground water studies were performed to identify potable and irrigation water supplies and to assess the impacts of the existing septic systems and extensive agricultural operations within the watershed. From the results, the potential loadings and impacts upon surface waters were identified. The surface water studies evaluated the fate and transport of loadings due to upland runoff, ground \vater seepage. wastewater discharge and marinas upon the water quality within protected shellfish water along the shoreline of the Chesapeake Bay. Additional evaluations of the loading impacts upon nutrient, dissolved oxygen. and suspended material were performed. All studies were conducted in close coordination with the Virginia Department of Health (VDH) and the Virginia Institute of Marine Science (VIMS). WATER QUALITY MODELING/ANALYSIS Client: Consolidated Resources Inc. Okatie Communi~' (Indigo Tract) Beaufort Coun~'. South Carolina .~. ", A TM prepared a conceptual Stormwater Management Plan for a 927 acre PUD deyelopment located east of High\\ay 170 and west of the Okatie River in Beaufort County. South Carolina. The system was developed to meet stringent requirements associated with proposed stormwater discharges from the property. Studies included topography and soils, drainage features and patterns. yegetation as baseline. A TM developed a water quality model of expected pollutant sources and tested removal efficiencies based on a series of specialized design criteria and Best Management Practices or BMP's. The study also recommended Operations and Maintenance Plans and included a Water Quality Monitoring Plan for the proposed development project. ........-~..... " ~ . . f '!...~:--....'"' . " '.. " .. ..... ... ~ "'7..~ .,.",.." - - - ~ --:''' t---<rl..__- - / ....,- de '';' _..: I - ',---l.... ~\ .- ... ", Client: Jupiter Inlet District, FL River Management Plan ~ A TM performed a 3-year study of surface water. ground water. ecological. coastal processes and historical land development patterns (residential. agricultural. water control and recreation) within the loxahatchee Riyer Estuary. Florida. The purpose of the study was to dewlop correlation between land dewlopment and the degradation of water quality within the estuarine system. The work tasks performed for the project included the following: ~"'-", ., . .' . '"<,..;;~.-. ~_ '~1iI~..'t i~~.';:i1-~~.; .IF! "-~'-... .,,~ ".. .~. ~~..tftl1 . .' , , .,.'P'" . J~ ~ .;i!-_~~ r-' l~.~~.~'::": · Seagrass assessment and mapping. · Assessment of historical flov,:s and sedimentation, · Assessment of impacts of varied flows on salinity and water quality, · Participation in local hearings · Evaluation of impacts of future dredge and fill activities on water quality and tlows within the system, and · Surface water modeling of salinity variations. From this work. a loxahatchee River Management Plan was dew loped which included recommendations for the preservation of the water resources as well as corrective action for the improwment of water quality and ecological conditions. GNV/MNWQMODELEXP/1000 Client: Kiawah Resort Associates ~. -~ ittu;};;jJldlli( , RESORT GNV/MA/WQMOOELEXP/l000 WATER QUALITY MODELING/ANALYSIS \Vaterfront Development Studies A TM perfonned a comprehensive scientific and engineering study of the impacts oflarge-scale development on Kiawah Island. South Carolina. The work consisted of environmental resource management studies of surface water. ground Water. wastewater disposal, and surface runoff Specific work elements included the following: · Water budget analyses; · stonnwater management planning; · Determination of impacts on Outstanding Resource Waters (ORW), specifically related to shellfish waters; · Extensive water quality and hydrodynamic monitoring of surface waters specifically related to fecal colifonn concentrations and transport; · Extensive hydrodynamic and water quality modeling to define the projected fecal coliform levels under proposed future development scenarios: · Studies of the cause and effect relationship of fecal colifonn in surface waters; · Studies to define the Source of fecal colifonn contamination which included possible Contamination from wastewater, stonnwater, septic systems; · Comprehensive shell fisheries inventory of the Kiawah River Drainage Basin; · Expert wi tness testimony on the effects of marinas, septic tanks, and stormwater on shellfish resources as well as the effects of implementation of Best Management Practices in controlling fecal coliform levels and protecting shellfish production areas; and · Development of engineering design criteria and Best Management Practices to facilitate protection of shellfish harvesting waters. Assessments were performed for environmental, economic, and social impacts of waterfront development. A detailed measurement and photographic log of all oyster resources within Kiawah Island key development locations was perfonned. The final study evaluated the impacts of the proposed development of Kiawah Island upon the overall ecosystem in the surrounding waters. It in turn led to an island-wide plan that provides Best Management Practices to protect the natural resources of the island and. specifically, shellfish harvesting. Client: Stone-Smurfit Container Corporation (formerly Jefferson Smurfit Corporation) Plume OtlullOl"'l F Ildor. Case , 100 f ~I l; i I 8 ! is -~ o ~ 100 Otst8nc::e Oftshcn 1m) 150 Client: Takeda Fine Chemical Corporation (...... fr... a.-. . [...-"..... r...........- "'" ... - DIP J ,.......... E.... o 'O~-:-r"tr;rJ~:fu~~- ',a>"~~~~~h.M' 1 ' GNV/MAJlNQMODELEXP/1000 WATER QUALITY MODELING/ANALYSIS Mixing Zone Analysis and Multiport Diffuser Design A TM conducted a field and modeling study to determine the mixing characteristics of an 8 MGD industrial discharge from the Jacksonville Kratt Pulp and Paper Mill. Ambient hydrodynamics and water quality conditions in the vicinity of the outfall were measured in support of modeling the plume hydrodynamics in this tidally influenced segment of the St. Johns River. Modeling was perfornled using the EPA approved models CORMIX and PLUMES. Data obtained was used to support a mixing zone request and to design a multiport diffuser. A Waste Reduction Study was also performed to support the mixing zone request. This study consisted of characterizing the wastewater using "clean" sampling and analytical techniques, where possible: a contaminant source survey, and an analysis of the wastewater treatment plant to determine its efficacy in removing contaminants of concern. These studies were performed to support the facility's Florida Department of Environmental Protection (FDEP) discharge permit renewal. Environmental and Water Resources Engineering A TM assisted with NPDES environmental permitting associated with a chemical product's plant located in Wilmington, North Carolina. The project involved extensive ambient river sampling for water quality and hydraulic parameters. Numerical near-field computer modeling of industrial discharge was performed using EP A Expert Software CORMIX I and CORM IX II. A TM designed a submerged multi-port diffuser to satisfy acute and chronic toxicity testing limits. Compliance with NCDEM and CW A toxicity regulations related to NPDES permit requirements resulted. WATER QUALITY MODELING/ANALYSIS Client: Beaufort-Jasper Water & Sewer Authority \Vastewater Treatment Plant Consolidation Stud~' and Planning for Southern Port Ro~'allsland. Beaufort. SC '"'------ ......-- The Beaufort Jasper Water and Sewer Authority (BJWSA provides wastewater collection, treatment and disposal services to a large area of Beaufort COUnty, Sc. including City of Beaufort. A TM was asked by BJWSA to prepare, detailed report that outlined the Current and future wastew needs, existing wastewater collection. transportation and treatment systems. In addition, A TM developed alternati\ for consolidation of existing wastewater treatment plants ( Southern Port Royal Island. -~_.. --- -=== -:-.:=:~... ---- --- - -. -..-- ---.. -..--- ,.. .~:-;,:T~ This area of Beaufort County is served by five wastewater treatment plants. which vary in age and capabilities. However, no one system is capable of meeting the growing needs of the entire area. A TM worked with the staff of the BJWSA, as well as staff from the City of Beaufort, Parris Island Recruit Depot, Naval Facilities Engineering Command, and the Town of Port Royal to develop various alternatives for consolidation of wastewater treatment and possible elimination of existing septic tank systems. A TM is currently working with the BJWSA to study existing river systems in the Beaufort area to determine locations for em.ironmentally sound future discharge of highly treated wastewater effluent. produced by a consolidated wastewater system. To accomplish this, A TM has assisted BJWSA with placement of eight USGS continuous data monitoring stations in the Beaufort River. These stations gathered continuous realtime data for DO, pH, temperature, conductance, and river stage. A TM used the first year's worth of data plus 20 years ofDHEC Storet Data to analyze each of the various parameters in the River. A TM prepared a report for the BJ\\'SA and DHEC titled "Review and Analysis of \Vater Quali ty Data for the Beaufort River". This report provided trending of various data such as DO and attempted to identify stonnwater impacts to the Beaufort River system. A TM will update this report for the BJWSA later this year as soon as the Year 2000 data is available from USGS. GNVlMAlWOMODELEXP/l000 Client: First Coast Manufacturers Association GNV/MNWOMODELEXPI1000 WATER QUALITY MODELING/ANALYSIS Lower St. Johns River TMDL Development Evaluation, Jacksonville. Florida Under contract with the First Coast Manufacturers Association, A TM is currently providing third party review ofa Total Maximum Daily Load (TMDL) for the Lower St. Johns River basin. This TMDL is being developed through an interagency effort by the Florida Department of Environmental Protection, the St. Johns River Water Management District. and the U.S. Army Corps of Engineers Watenvays Experiment Station. The purpose of the TMDL is to define appropriate nutrient levels in the river to prevent excessive algal production. To date, an extensive ambient sampling has been implemented and is ongoing, various computer models have been developed to simulate nonpoint sources of nutrients, and a three dimensional hydrodynamic model (EDFC) of the lower basin has been developed and calibrated. Additional tasks that have yet to be a completed include development of the water quality portion of the model (Qual-ICM) and the TMDL determination and allocation. A TM is providing a comprehensive analysis of all portions of the TMDL development for the First Coast Manufacturers Association to assure that the agencies utilize the best available data and that the hydrodynamic and water quality models used are appropriate and calibrated properly. A TM's oversight of the TMDL development process will help to assure that the eventual detennination and allocation of loads are conducted in a manner that is equitable and defensible. Client: Georgia Ports Authority , GNVlMAlWOMODELEXP/l000 WATER QUALITY MODELING/ANALYSIS Savannah Harbor Ecosystem Restoration _ (A TM was subcontractor to Gulf South Research Corp.) A TM provided technical support to the Savannah District in the development of a Project Study Plan to conduct an ecosystem restoration project and develop a TMDL for the Savannah Harbor as part of a joint partnership with the USEP A and GA DNR. A TM participated in a TMDL Development Group led by Region IV EP A and coordinated with various stakeholders in the preparation of the study plan. A TM developed the technical approach for water quality modeling, utilizing a 3-D hydrodynamic model currently under development. ~ww.t:!Jin9 ~t:'L(JiC!.t:1- '. SURVEYING ExPERIENCE A TM'. Surveying services include both hydrographic and tOPOgraphic surveying. A new stand- alone product from A TM, surveying services have previously been provided as a sUpport service in conjunction with both coastal and environmental projects. A TM employs full time prolessional surveyors and engineers who specialize in hydrographic surveying for marina. ports/harbors, beachfront erosion monitoring, and offshore geotechnical/geophysical studies. A TM's key staff has over 20 years combined experience and utilizes high frequency echosounders by Odom Hydrographics and Real Time Kinematic (RTK) and Differential GPS (DGPS) by Trimble Navigation to ensure the highest quality data acquisition. A TM's support staff is able to provide survey data in both hard copy and client requested digital fornlats. Client: Shell Island Homeowners Association Location: Wrightsville Beach, NC Dates: 1996 to Present Beach and Inlet Monitoring for the Mason Inlet Stabilization Project ~-" ," '-, '-, -. Bi".- ~"~''': ,~-:.. ' .. ~..~ e i Since 1996, A TM surveyors have conducted beach and hydrographic surveys along the adjacent shoreIine at Mason Inlet including pre- and post-construction surveys, semi-annual surveys to measure inlet bathymetric changes, and Acoustic Doppler Current Profile surveys to measure the tidal flows at the inlet and interior tidal channels. Our surveying team and coastal engineers work closely to compute and analyze changes in beach profiles and sand volumes losses and gains for Mason Inlet and surrounding shoals. Monitoring reports provide detailed analyses of sand volume changes and shoreline changes. These reports also provide high quality color graphic images of bathymetric contours and Contour change isopachs overlaid onto aerial photographs or photographic mOSaICS. GNV/MAlSURVEYEXP/l000 SURVEYING ExPERIENCE Client: New Hanover County, NC Location: WrightsvilJe Beach, Figure 8 Island and the Middle Sound Estuary, North Carolina Dates: 1999 to Present GNVIMAlSURVEYEXPI1000 Beach Profile, Hydrographic and ADCP Surveys for the Mason Inlet Relocation Project A TM surveyors provided surveying services for the Mason Inlet Relocation Project to develop project plans and design information. set-up the WQMAP hydrodynamic model of Mason Inlet and the Middle Sound Estuary, including Rich Inlet and Masonboro Inlet and to respond to federal and state regulatory agency Requests for Additional Infornlation. Surveying services for this Project required the following: · Continuous measurements of water surface elevation. temperature, salinity and conductivity at 8 stations over a 30 day period · ADCP measurements at 8 stations periodically over a 30 day period · Hydrographic surveys of Mason Inlet, Banks Channel, Mason Creek and the surrounding Middle Sound Estuary · Established Permanent Control Monuments along Wrightsville Beach and Figure 8 Island for beach and inlet surveys · Beach and hydrographic surveys were conductedalong Wrightsville Beach and Figure 8 Island pre- and post-hurricane Floyd Surveys were performed to measure inlet bathymetric changes following hurricane Floyd and sand volume changes within the inlet shoal system. Using Acoustic Doppler Current Protilers, surveys were performed to measure the tidal flows (i.e. tidal prisms) at 3 inlets, the AIWW and along the Middle Sound tidal channels. Our sUf\'eying team and coastal engineers worked closely to measure and analyze changes in beach profiles, to map sand volume changes at Mason Inlet and the surrounding shoals. and to develop Project cross-section dredge and fill volumes. SUf\'ey maps and drawings provide high resolution color mapping of bathymetric contours and contour change isopachs overlaid onto aerial photographic mosaics. "'. Client: Town of Longboat Ke)' Location: Longboat Key, FL Dates: 1988 to 1995 .-... - .... ~" - H w~, . ------ . - - ,.- <4... - .... "_'" '- ......___..._ "'4" . . , . . .1: .u ." " ." " .U .n .n ." GNVlMVSURVEYEX~l000 SURVEYING ExPERIENCE Beach and Inlet Monitoring for the Longboat Key Beach Nourishment Project A TM surveyors conducted beach and hydrographic surveys along the island's 10 mile shoreline and adjacent island beaches to document shoreline and beach volume changes and to develop alternative and final beach nourishment design till quantities. Surveys were performed between 1989 and 1992 to monitor baseline sand volume changes and to determine the bathymetry at 3 borrow areas offshore of Longboat Key. The bathymetric survey data and core boring were analyzed to develop alternative borrow area dredge volumes for this 9 mile beach nourishment construction project. During the construction of this Project. A TM surveyors and engineers were responsible for Project pre-construction and post-construction surveys for State DEP pernlit compliance and for "pay" surveys to determine paynlents for completed shoreline segments. These surveys were performed for the beach at 100 ft intef\'als and at the mitigation sites where two 1.S-acre reefs were constructed. Our surveying team and coastal engineers worked closely to measure and analyze changes in beach profiles and sand volumes losses at the ebb tidal shoals where sand was dredged for beach nourishment. These surveys followed construction at 6 month intervals. Semi-annual monitoring reports to DEP provided detailed analyses of sand volume changes and shoreline changes. These reports also provided high quality color graphic images of bathymetric contours and contour change isopachs. SURVEYING ExPERIENCE Client: Atlantic Beach Management Location: Providenciales, Turks and Caicos Islands, British 'Vest Indies Dates: 1990 to 1998 . ~----'-----.. . . "---~ I~ 1-.:_: il. " ~ ,.. Q " 'f ~ Of> .= ~,. ~ " 0 " :>: " .-' -- ... ,---_. -- h_... .__.... /' . ----- .... /' -- -...;:::0- GNVIMAlSURVEYEXPll000 ~ ..- Beach Profile and Hydrographic Surveys for the Leeward Going Through Dredging and Beach Nourishment Project A TM surveyors provided surveying services for the Leeward Going Through Beach Nourishment Project. These services included monitoring the shoreline and computing beach sand volume changes and developing project plans and design infornlation for Project plans and specifications documents. Surveying services for this Project required the following: · Conducting hydrographic sUf\'eys for long transect lines extending from the shoreline across the barrier reef (8,000 ft) to set-up a wave refraction-diffraction model of the area · Perfornling continuous tidal measurements over a 30 day period · Providing hydrographic SUf\'eys of Leeward Going Through Inlet and the Ebb tidal shoal · Establishing Permanent Control Monuments along the barrier islands · Perfornling sUf\'eys and biological characterization studies of the nearshore coral reef structures · Conducting beach and hydrographic surveys at 200 ft spacing cross-shore along Providenciales and Little Water and Water Key to document sand volumes and shoreline conditions Surveys were performed to measure inlet bathymetric changes and to measure sand volume changes within the inlet shoal system. Our surveying team and coastal engineers worked closely to analyze changes in beach profiles and to map sand volume changes for the beaches and surrounding shoals. and to develop Project cross-section dredge and fill volumes. Survey maps and drawings provided high resolution color mapping of bathymetric contours overlaid onto aerial photographs. c:::/f-ddltionat ffnfo'Lmation WINTER 1999 ENVIRONMENTAL & COASTAL ENGINEERS, SCIENTISTS, AND MANAGEMENT CONSULTANTS The Water Resources Technology Division A TM's Water Resources Technology Division (WRTD) has extensive experience providing water quality impact evaluations, data collection and analysis, permitting, " (' \ 1 '1 and model develop- " ment. This specialized group of engineers and scientists is respon- sible for the complex - I .~ multidimensional I . ~ hydrodynamic, water Steven 1. Peene, Ph.D. quality, and ecological Director, WRTD models used to resolve engineering and environmental situa- tions. With this depth of expertise, the WRTD can comprehensively analyze water resource R b W B I PE situations. All aspects o ert . ur eson, . , Senior Associate of the hydrologic cycle are examined, ranging from flow and transport of surface water and ground water in the upper reaches of a watershed to the water quality impacts in receiving estuarine and riverine environments. A TM has conducted numerous studies using state-of-the-art watershed and stormwater models, including Geographic Information System (GIS) modeling applica- tions. These projects include conceptual drainage studies, which assess current and future stormwater drainage conditions. A TM's comprehensive watershed manage- ment master plans provide detailed evaluations of hydrologic/hydraulic condi- tions and nonpoint source pollution loadings. Alternative solutions have been devised and analyzed and facilities have been designed. A TM uses these models to perform engineering evaluations of specific water resource situations in urban, natural, ;Jnd agricultural environments. -he WRTD has experience in the aevelopment and application of circulation and transport models within estuarine and Continued on Page 4 Painting the Whole Picture: Model Development in Charleston Harbor By Steven J. Peene, Ph.D. Charleston Harbor and its three tributar- ies, the Ashley, Cooper, and Wando Rivers, make up the Charleston Harbor Estuary. Together, they support extensive port facilities, industries, and a thriving tourist business. Given the mixed uses of the waters, the balance between fostering economic growth and maintaining a healthy ecosystem is a delicate one. In the spring of 1997, the Charleston Commissioners of Public Works (CPW) and the Cooper River Water Users Association (CRWU) contracted A TM to evaluate the total maximum daily load (TMDU from pollution and use for the Charleston Harbor System. At that time, the South Carolina Department of Health and Environmental Control (SCDHEC), and the United States Geologic Survey (USGS) were in the process of developing a model to evaluate the impacts from municipal and industrial dischargers on dissolved oxygen. Review of the model raised some concern about whether the simple model could adequately represent the complex circulation typical of estuarine systems. Another potential problem was the dissolved oxygen standard. The U.S. Environmental Protection Agency (EPA) has long recognized that the standard criteria do not apply in estuarine waters and, particularly, in the warm waters of the coastal southeast. These inappropriate standards create overly restrictive limita- tions on surface water waste discharges. In the Charleston case, these standards had the potential to create unwarranted restric- tions on economic growth. From the start, A TM realized that these issues would impact the allowable TMDL for the system and must be addressed to do an accurate evaluation. In addition, there Continued on Page 4 Hydrodynamic model output of water quality parameters in Charleston Harbor . CHARLSTN WASP Model IItD 'EJIe Zoom IiI8 Qeta looIw Bun Model Model Output WimIGW h J~eJ~/11' 1a.1~""IIII~ I OUTPUT =.1.1 ~ .1 III 19/20''''& 10:08:00 By Steven J. Peene, Ph.D. Often the gap between state-of-the-art advancements in modeling and applica- tion to real world engineering problems is vast. To work within project schedules and budget restrictions, simplified models are used that have assumptions and limitations that often do not adequately solve the problem. Recently, A TM's Water Resources Technology Division, along with scien- tists from Applied Science Associates, Inc. (ASA), had the opportunity to apply an advanced 3-Dimensional Hydrodynamic and Water Quality Model (WQMAP) for the Georgia Ports Authority (GPA) Savannah Harbor Deepening Project. To maintain its competitive edge and provide clearance for large ships, GPA wanted to increase the design depth of the navigation channel from 42 feet to 50 feet. State and federal natural resource agencies were concerned that deepening the harbor would allow salinity to intrude farther upriver and impact highly valuable freshwater wetlands in the Savannah SPOT satellite image of downtown Savannah OfJ-Ioadingfacilities in Savannah Harbor National Wildlife Refuge. Agencies contended that channel deepening reduces dissolved oxygen in bottom waters to unacceptable levels. Historical attempts to model the Savan- nah River have not been accepted by local resource agencies, which viewed simplified models as not accurately capturing the dynamics of the system. A TM staff evaluated historical salinity data and identified the complexity of processes affecting saltwater intrusion and dissolved oxygen at the bottom. Vertical stratification (layering of lower density freshwater over higher density saltwater) changed over time with the lunar tide cycle. Current models ......JI'e'.U,."..HTo~~:l'l"'I!':l ~ ~ fIS Da 1- f:!lrl'o(!,?~ .....~ ~ lit l@JeJ~~,I\ 1I:t1'"l.l~gli004fiiiiiPiiT3 rrr~~.=J!!8!I.1 ~I ."l"IUjYr.III.u".Jl:;:'~_.PC .:JI"'" 1 .=J~ r! ~~... ~I'--I - I ~.~ ATM and ASA were able to simulate the saltwaterlfres hwater dynamics and movement in the system to a level not previously achieved had some success with systems that are either stratified or not stratified but not with systems that switch so dynamically. Using the WQMAP 3-D model, along with a new formulation for vertical mixing developed specifically for this project, A TM and ASA were able to simulate the saltwater/freshwater dynamics and move- ment in the system to a level not previ- ouslyachieved. This model enabled the A TM/ASA teo>..... to predict accurately the changes to salinity that would occur due to the proposed deepening. These projections were the first modeling results accepted by local resource agencies. Hvdrodvnamic model output of salinity in Savannah Rive} _I..' IOIJd_ ~~I ~-' .. . e:-:g-=~~ -I .............j.".,..I.'..".xl =c:... ~ ... ... __ I'" ___I"'. c:a. a ..... ".. - " -- " - " -..ow r - " n.. &a...tI.... r __ r ...... r -_ r awoa_ r -- r -- r OP"''' r D ...- r ..- r ..-- r -- ,. ........ r -- r -- -- ClUIMI.W . -_ r ............... r . l~. .._.,--. ,,~'.,.::;;/!:)IU__liir,;. -... Comprehensive Watershed Management Planning By Robert W. Burleson, M.E., P.E. -----_._-----_._~-_..__. ---------~-------- -- ---... ~ating a comprehensive watershed n .....Iagement plan for the Deland Ridge Watershed in western Volusia County, Florida, provided a challenge for A TM engineers. This project required effectively modeling a very large watershed with intensive data requirements in a short span of time. Vol usia County wanted A TM to provide guidance in developing a countywide comprehensive master plan for the Deland Ridge Watershed to address water quality (pollutant load reduction) and quantity (flood control) issues as well as aquifer recharge and wetlands conditions. A TM developed the plan, performing the data compilation, field verification, major structure inventory, basin delineation, model input data assembly, and model simulations. Deland Ridge Watershed The Deland Ridge Watershed is approxi- mately 60 square miles in size and has 280 ~ N-- r..; ~....... f '-- ~-, ,/' subcatchments. Elevations in the ._ watershed range from 115 to 1 0 ~ ii. feet, referenced to the national geodetic vertical datum (NGVD). ::.' / The geology is karstic (an irregular" 1:" limestone region) with high local ( relief, sinkhole lakes, ponds, and J, dry depressions. An important ~i>" consideration for the watershed ~\ management plan is that the l Upper Floridan Aquifer receives :1 significant ground water recharge''! in this area, ranging from 10 to 18 \ inches per year. The Deland Ridge Watershed has experienced steady growth particularly in the suburban areas of the Orlando metropolitan area near Interstate 4. Other areas of the watershed are relatively undeveloped, except for rural residential development and small-scale agricultural operations. The Modeling The ARC/INFO Geographic Information System (GIS) was chosen to develop the water quantity and water quality models because it efficiently processes and evaluates large spatial database data sets. ARC/INFO was used as a pre- and post-processor to the U.S. Environmental Protection Agency Storm Water Management Model (EPA-SWMM). Input data for the EPA-SWMM model was devel- oped from the soils, present and future land use, and elevation contour coverages in the GIS database. The EPA-SWMM model was run for both the present and planned build-out land use cond itions, usi ng a 100- year, 24-hour storm event. The maximum flood elevation within each subcatchment was extracted from the model output. ARC/INFO was used to display the flooded areas in the desired color, allowing comparisons to mapped h ,~ roads and structures. The flood maps show the influence of increased urbanization on runoff ~ \ ~ N ~..........., N-- [J ."" ..... 0"- . ... .Illlto L_ I ~ ~ f ;-~-) ( nU,-iJ . 'f-- 1\ ~: Biochemical oxygen demand loadings (/blac/yr) for future land use t l ~~ volumes and identified subcatchments with particular drainage problems. The water quality analysis of each catchment was conducted using the Pollutant Load Screening Model (PLSM). The PLSM uses a GIS-based map system and applies mathematical algorithms to specific areas on the map that have specific land use and runoff attributes. PLSM screens for areas of potential concern from nonpoint pollutant loads. The model predicts long-term trends in average water quality conditions, as a function of long- term land use changes, and provides simulation of structural and non-structural stormwater management strategies. The Results This analysis of the physical characteris- tics present in the Deland Ridge Watershed provided a valuable planning tool to assess flooding complaints and plan future water quantity and water quality improvements. Continued on Page 4. _ii~~~~~;'!:;~.~ . --. ,. '.., . . . ' . '-.." .., '.. -~. . . - .. ' . e!l~'~$~~~;ft::.:~' ~~......>'........ At the end of September, A TM and Applied Science Associates surface waters. Under the Clean Water Act, any water body (ASA) of Narragansett, Rhode Island, presented their experience identified as being impaired (i.e., found to be below water quality in Integrated Modeling for Surface Water Quality Managementto standards) must have a TMDL established. Recent lawsuits fil, representatives from state agencies in Florida, including Florida against many states have forced compliance under very restrictih. Department of Environmental Protection, St. Johns River Water time schedules. Many states are looking to outside sources for Management District, and Suwannee River Water Management help. A TMlASA presented how their integrated approach could District. These presentations focused on A TM and ASA experi- help the states meet these deadlines during presentations to the ence in developing hydrodynamic and water quality models Massachusetts Department of Environmental Protection and the used to determining the total maximum daily load (TDMl) for Rhode Island Department of Environmental Management. Water Resources Technology Division Continued from Page 1 riverine environments. Through the use of 2-dimensional and 3-dimensional models, ATM can determine the impacts of pollutant discharge, dredging, addition of structures, and other activities within bays, estuaries, and marinas. A TM is working on numerous basin-wide circulation and transport models for use in total maximum daily load (TMDl) studies. The WRTD is involved in the planning and creation of nearshore communities and the design and analysis of proposed new waterfront devel- opments. Model Development in Charleston Harbor Continued from Page 1 was a public perception that the municipal and industrial discharges were IIkilling" the Cooper River. Simply replacing the existing model with a more appropriate tool would only address one concern and not achieve the desired goal. Based upon the multiple issues, A TM's project approach had three components. First, the state-of-the-art WQMAP model would be developed and calibrated for the entire system. Sec- ond, an extensive analysis of the historical database would be conducted. Third, A TM personnel would work closely with SCDHEC and EPA to redefine the South Carolina Water Quality Criteria for estuarine systems. By applying this approach, A TM created a situation where a realistic TMDl could be determined. The data analysis showed that the areas where municipal and industrial wasteloads are discharged are not degraded in relation to more pristine areas. The WQMAP model provided a more realistic evaluation of the net impacts to dissolved oxygen from the municipal and indus- trial discharges. Finally, the revised standard acknowledged that some level of assimilative capacity exists within estuarine systems and that a balance could be achieved between economic growth and maintenance of a healthy ecosystem. Comprehensive Watershed Management Continued from Page 3 Each alternative to reduce current and future flooding and pollutant loads was evaluated based on technical feasibility, permittability, cost-effectiveness, and environmental soundness. Vol usia County Vol usia County is located on the east coast of central Florida and is bordered on the west by the St. Johns River. The Deland Ridge Watershed includes the municipalities of Deland, Orange City, Deleon Springs, and a portion of DeBary. ~~ 1l NewOfficein . .<^ kJ~-!.-- . ../ North Carolina ,. ---u it) ATMhasopenedAppliedTech- \P!'L1Ef) Tf(I!\OL(l(;, ~. \1 \\ \Gf\lF\i nology & Management of North UF \()"TH CAlZ( l! 1\ \. I\C C I' I at 201 N rth F t aro lOa, nc., 0 ron Street, Suite 201, Wilmington, NC 28401. Current project work includes the Shell Island/Mason's Inlet Relocation and various projects on Bald Head Island. Please contact Karyn Erickson, P.E., Vice President, at (910) 762-0800 or 800-275-6488. . WILMINGTON, NC 19] 0)762-0800 . CHARLESTON, SC ATLANTA, GA · 1843)884-8750 (770)850-4960 . HILTON HEAD, SC (843)837 -9525 .SAVANNAH,GA 19] 2)238-3002 .JACKSONVILLE, FL (904)249-8009 . GAINESVILLE, FL (352)375-8700 SARASOTA,FL {94 ])952-5865. . WEST PALM BEACH, FL 156])659-0041 FORT MYERS, Fl.e 1941)368-2]02 Applied Technology and Management, Inc Edward H. Modzelewski, President Thomas Schanze, P.E., Executive Vice President Corporate Headquarters 2770 NW 43 St., Suite B Gainesville, Fl 32606 Telephone: 800-275-6488 or 352-375-8700 Fax: (352) 375-0995 North Carolina Wilmington South Carolina Charleston, Hilton Head Georgia Atlanta, Savannah Florida West Palm Beach, Jacksonville, Fort Myers, Sarasota, Gainesville The Journal is published by Applied Technology and Managerr Inc., an environmental and coastal engineering firm with offict:-. throughout the southeast. If you would like more information about A TM or have comments or questions about the Journal, please call us at 800-275-6488. FALL 1999 ENVIRONMENTAL & COASTAL ENGINEERS. SCIENTISTS. AND MANAGEMENT CONSULTANTS Marsh Landing Marina, Ponte redra, Florida. Pholos courtesy ofF/elcher Land Corporation. ATM's Marina Development Services ATM has a full understanding of marina business, operations and market factors. We are able to assist clients with all aspects of marina development. ATM has been involved in more than 150 marina projects throughout the United States, Caribbean and other international destinations. Our services include: . Conceptual Planning and Design · Market Analysis . Financial Analysis and Pro formas . Environmental Permitting . Engineering Design - Construction Administration Operations Programs and Staffing Assistance · Environmental Monitoring Charleston Harbor Marina at Patriots Point by William J. Huffman, P.E. Nestled between the point in Mount Pleasant at the convergence of the Ashley & Cooper Rivers, the Charleston Harbor Marina at Patriots Point is the largest marina in South Carolina. Christened in 1998, this flagship marina can accommodate over 450 vessels and is the culmination of years of planning, studies, permitting and negotiations. The facility features electric boat hoists and a host of amenities including sewer pump out, security, power boat rentals, ships store, charters, 11 o/nov power, cable TV, telephone, laundry, showers and repair service. ATM personnel have been working with the developers of the project, Charleston Harbor Partners, since 1996. Once touted as a site too hostile to support a viable marina, ATM developed strict performance criteria, optimizing the basin size and layout and reconfiguring the location towards the north. This change in orientation reduced the potential impact effects and thus lowered the development cost, making the project feasible. SF Marine of Goteborg, Sweden, a major partner in the project, is recognized as one of the premier manufacturers of large attenuator systems in the world. Since the SF Marine system relies on bottom anchorage, the alignment and layout was critical to the success of the project. Another consideration was the degree of drift from the floating docks during a normal 7.0+ foot tidal fluctuation in Charleston Harbor. The Palriols Poinl, Charles lon, South Carolina attenuator system was put to a successful test in mid September 1998, when the remains of Hurricane George struck Charleston Harbor, causing swells of 3 to 4 feet. ATM personnel also assisted the owners in the construction observation process with periodic visits to the site to monitor progress and resolve any conflicts or discrepancies. As the industry trend for performance-related and design-build projects increases, ATM is prepared to tackle these difficult engineering issues with innovative solutions and cost-effective alternatives. -- ._.-...~i~. ,---- ,..~~~-= . ~)'..-..-.: ...:~:-:-- ,.=~~;..." by W. Samuel Phlegar III, P.E. and William J. Huffman, P.E. The economic and financial assessment of marina development or purchase is a critical element in the decision and planning processes. In the early 90's, ATM embraced the specialty and committed in-house expertise to the economic side. Within the past few years, we have merged these aptitudes with engineering and environmental specialties into a comprehensive due diligence program. ~ ~." -:: . )-~.' .' ..., lit' t"fI- ... t'( ...., .. . . . 1..' I .. ~~.r...:"~... '..".. .. ~ ~ ...... . Emerald Point, Austill. Texas The United State's marina industry has recently experienced brisk activity in multiple marina acquisitions and packaging under single owner/operators. Last summer, ATM was selected by GE Capital Real Estate to support a multi-million dollar marina acquisition finance package. An investment group requested the line of credit from GE to acquire up to forty marinas to add to their existing pool of about 15 properties. Three teams of ATM marina specialists traveled separately to five marina sites in four states (TX, OK, GA, MAL all within one week. ATM conducted evaluations of each facility's market, operations, competitors, structures, upland facilities and environmental compliance. A full report identifying all site factors, immediate cost requirements and deferred maintenance ATM conducted - evaluations of eL.. facility's market, operations, competitors, structures, upland facilities and environmental compliance. Liher(l' Landing, ..Vell' }cwk .Veu" rod. requirements provided GE with the data necessary to consider the loan package. ATM continued to work with GE through the financial and risk evaluation process and negotiation of the final underwriting details. The financing for the original projects was approved in December 1998. As similar projects are presented, ATM is poised to assist GE with r highly specialized program of marina evaluations and 0 diligence surveys. In addition, Debis Financial Services selected ATM to complete marina due diligence surveys in Arizona and New York City. Along with providing Debis a full report identifying the site factors, upland facilities and deficiencies, ATM also reviewed the lease agreements, permitting issues and expansion opportunities providing specific recommendations to the underwriting team. An additional request was also made of ATM to provide construction observation services for the lender during the build-out of phases 4 and 5 of the Liberty Landing Marina project. Lake Pleasant A/arina. Phoenix. Ari:ona Fort Pierce Municipal Marina Reconstruction Completed by Richard v, Reikenis, P.E, and Michael R. Barnett, P.E, w floating and fixed docks, electrical and water service, and new 1. .acilities are part of the total reconstruction of the Fort Pierce Municipal Marina, which serves as the centerpiece of the Fort Pierce, Florida, downtown waterfront revitalization effort. As the city's prime marina consultant, ATM prepared design plans for the aging facility that would meet the market objectives of the marina's existing and target client base. ATM performed a detailed facilities inventory of the existing fixed and floating docks, bulkheads. upland facilities and electrical/mechanical systems. Visual assessments were completed and a Facilities Inventory Summary Report was submitted to city engineering, Public Works, and marina staff for review and subsequent improvement recommendations. The recommendations included a combination of repair and replacement of the facilities, providing a cost-effective solution for the city that allowed the facility to remain open during the rehabilitation program with minimal revenue impact. The renovation effort was completed in 1998, and all indications are that the marina's clients are very happy with the final results. West End, Grand Bahama, Gets Face Lift by Rkhard V. Reikenis, P.E. West End, Grand Bahama has had a colorful past, serving as a marshaling point for confederate blockade runners during the American Civil War, and as a port 'eparture for rumrunners during k Jl1ibition. The fortunes of Grand Bahama Island have risen and fallen with this small town on the island's western tip, located just 59 miles east of Palm Beach, Florida. More recently, the Jack Tar Resort at West End was, in the 1970's and 1980's one of the busiest resorts in the Caribbean. The resort boasted 2,400 rooms, a golf course, tennis courts, the largest salt water swimming pool in the Caribbean, a marina, its own airport, and a commercial harbor, and was the economic center of the northern Bahamas for several decades. With the resort's abrupt closing in 1989, the fortunes of Grand Bahama took a turn for the worse as one of the premier island resort sites in the Western Hemisphere lay abandoned and decaying. In 1996 a group of investors r'rne together to rescue the . Jerty to be renamed "Old Bahama Bay". ATM was retained by West End Resorts, Ltd. to assist in the preparation of a feasibility and market analysis for a wholesale make-over of the resort. ATM's proposal for a complete reconstruction of the marina and commercial harbor into one recreational facility with a single entrance was accompanied by conceptual designs, slip size and mix recommendations, cost estimates, and revenue projections. TIID ~.it'\rs l?(rhe marina at Ut-Sf End. Grand Bahama Is/and. Photos h..... Tom Pllrin For project implementation, ATM's role was expanded to include preparation of the Environmental Impact Assessment for the 150-acre first phase, design of Al11nicipal Jlarina, Fort Pierce. Florida. Photo hy TiJ/Il Punn coastal protection works, design of the structu ra I, e lectri ca I, and other uti I ity components for the 1 50-sl i p marina, relocation of the fuel dock, design of water distribution, wastewater collection, new roadways, parking facilities, and storm drainage for the 175-room hotel, shops, customs house and restaurant, design of the residential components (Pine Island and The Isles at Old Bahama Bay) of the project, and permitting of all of the project components through the appropriate Bahamian governmental agencies. ATM has formed an association with one of the leading Bahamian engineering and surveying firms, W. Carver Grant & Co., of Freeport, for the purpose of collaborating on work in the Bahamas. This association has been instrumental in the team's success in meeting project schedules and obtaining required permits in a timely manner. The first phase of the reconstructed marina was completed in April, 1999. The hotel, marina buildings, and customs house/restaurant are scheduled to open in early 2000. Boaters who haven't used West End as a customs clearing point in the Bahamas for the past several years are in for quite a surprise as the face of West End is changed again! ~ ~ --..-_~ . -- -..... --~..,.,.~ . ~ _..~-..."'.-..- ~ -, -~.~.. "'-- -....- ~------- , '" ,.: -.. - . -.- '; ,::-.. ~-T'~'-~-;~~;-~:~7~~.~i~.~~i~;~ by Co!. Grant Smith of the Savannah District USACE presented to Ed Modzelewski and ATM "for your participation on the project team that did the impossible! By using new and innovative processes the Savannah Harbor Expansion Project Feasibility Study Team completed a feasibility study on a compressed schedule giving the project an opportunity to be included in the Water Resources Development Act of 1998. The study is only the second conducted under Section 203, which allows a local sponsor (in this case, Georgia Ports Authority) to prepare and submit a feasibility study to Congress for approval. GPA contracted with the Corps, Nt firms, and professional consultants, forming an interdisciplinary study team to evaluate the feasibility of deepening the harbor from its present depth of 42 feet down to a potential 50 feet. Typically, the time required to complete a study of this size and complexity is at least three years. The team did it in just 14 months!" ATM was responsible for conducting extensive field data collection, calibrating a 3-D hydrodynamic model and development of an EIS during the 14-month period. Schilling Elected President of the South Carolina Marine Association Nancy Schilling, an ATM senior associate, was elected to the position of President of the South Carolina Marine Association. One of the goals of SCMA is to complete an Economic Impact Analysis of Marinas to the State of South Carolina. Ms. Schilling is a member of the International Marina Institute, the National Marine Manufacturers Association, the Marina Operators Association of America, as well as the North Carolina Marine Trade Association. Ivan B. Chou, ~E., Returns to ATM ATM welcomes back Ivan Chou, Vice President and Principal Engineer. Mr. Chou was one of the founding principals of ATM in 1984. Mr. Chou received his master's degree in coastal and oceanographic engineering from the University of Florida, and has a bachelor's degree in river and harbor engineering. He has substantial experience in coastal and estuarine studies in major tidal estuaries throughout the eastern United States. Examples of his work include hydrodynamic, water quality and dredging studies for the Savannah, Georgia harbor expansion project, and hydrodynamic and water quality modeling for the Loxachatchee River estuary in Florida. His experience also includes performing water quality studies for more than 30 harbor and marina projects along the U.s. Atlantic and Gulf Coasts, the Caribbean, and Latin America. Mr. Chou has rejoined ATM because he is impressed with the "diversity of talents, quality of staff, and vibrant energy of the company." . WILMINGTON, NC (910)762-0800 . CHARLESTON,SC ATLANTA, GA · (843\884-8750 (770)850-4960 . HILTON HEAD, SC (843)837-9525 .SAVANNAH,GA (912)238-3002 . JACKSONVILLE, FL (904)249-8009 . GAINESVILLE, FL (352)375-8700 SARASOTA,FL 1941)484-8514. . WEST PALM BEACH, FL (561 )659-0041 FORT MYERS, FI. (941)368-2102 Applied Technology and Management, Inc Edward H. Modzelewski, President Thomas Schanze, P.E., Executive Vice President Corporate Headquarters 2770 NW 43 St., Suite B Gainesville, FL 32606 Telephone: 800-275-6488 or 352-375-8700 Fax: (352) 375-0995 www.atm-s2Ii.com Reach our ATM Marina Team toll-free aI1-877-438-3002 The Journal is published by Applied Technology and Managemf' Inc., an environmental and coastal engineering firm providing services throughout the U.S. and abroad. If you would like more information about ATM or have comments or questions about the Journal, please call us at 800-275-6488. SPRING 2000 ENVIRONMENTAL & COASTAL ENGINEERS. SCIENTISTS. AND MANAGEMENT CONSULTANTS A Solution to Inlet Migration at Wrightsville Beach, NC: The Mason Inlet Relocation Project by Karyn M. Erickson, P.E. f f ~i' -~~~ , ' , -~ -.~ :-- "-" ."....AIf:~,/ ~;, ~" ~ r~' 1: ,;; '~~n!..~..,.......-t; ~.r-~ ,.~ ~- - "-"'J;:' '1~'" ~ "- d"" " ' - - ~- ;. s Mason Inlet s current path Over the past 30 years, Mason Inlet has migrated to the south. Properties situated along the northernmost mile of Wrightsville Beach, North Carolina, are 'w threatened. Since 1985, the 6ration has resulted in a loss of 2,200 feet of shoreline at the north end of Wrightsville Beach. If the migration of Mason Inlet is not stopped, 644 properties including the Shell Island Resort Hotel, 38 single-family homes, Wrightsville Dunes, Duneridge Resort, and Cordgrass Bay condominiums are at risk of total loss. In 1996, ATM was retained by New Hanover County, North Carolina, to design a protective structure for the ",~, . ~ ~'-4i<_"- ~';- ,":.<;->;-; '-:~ '.-:./..... ~......'?"':.--. .::.~ .... .. "':. ~. ' ' '"" -.-'- Proposed new location for Mason Inlet ninently threatened Shell Island I,csort. North Carol ina statutes strictly prohibit hardened coastal structures, thereby limiting protection of upland property to small geotextile containers or sand bags 5 ft by 15 ft. Working with the County and, subsequently, the Resort homeowners, a petition for a variance was obtained to construct a 420 ft geotextile revetment to arrest the erosion and temporarily protect the 10-story resort for a period of two years or until September 1999. A second permit was then authorized allowing the geotextile structure to remain in place until September 2000 to provide time for the relo- cation of the inlet 3,000 feet north. In July 1999, New Hanover County contracted with ATM to provide project design and' engineering, permit acquisition and contract adminis- tration for the Mason Inlet Relocation Project. With the Shell Island Resort and adjacent island properties, valued at $300 million, in imminent danger after a summer wrought with hurricanes, the design and permitting work was begun on a fast- track schedule. A large-scale hydrodynamic model was completed to show possible impacts the relocation will have on wildlife, fisheries and other biological resources. The model helped to determine the best design for this project, including its configuration, channel depth, and width. To accomplish the inlet relocation, Mason Creek, which is shoaled and essentially closed, will be dredged, and a new channel will be cut through Figure 8 Island approximately 3,000 feet north of the Inlet's present location. Dredging will excavate approximately 790,000 cubic yards of beach quality sand from Mason Creek, the sedimentation basin and the new inlet channel. Closure of the existing inlet will be accomplished by placing approximately 400,000 cubic yards of this sand to bridge the existing inlet and rebuild the dunes between the adjoining islands. In addition to protecting properties on Wrightsville Beach, the project will provide sand for beach nourishment at Figure 8 Island. Mason Creek will reopen for navigational use and improved flushing of the Middle Sound Estuary. Beaches will be restored for public recreational use (swimming, fishing, etc). Relocating the inlet will provide an environmentally sound solution to a major problem without the construction of hardened structures such as groins or jetties. The project is currently in the permitting phase. ATM engineers expect to receive federal and state permits in the next several months, with construction work beginning in November 2000. 'Implementing Indian River County's Beach Preservation Plan by Michael R. Barnett, P,E, Indian River County, Florida, is experiencing critical beach ! erosion along approximately 8.5 miles of the 22.5 mile Atlantic Ocean shoreline. In 1997, the County prepared a Beach Preservation Plan that calls for direct sand placement onto these impacted shoreline segments to better protect the upland properties and infrastructure from storm-induced beach erosion , and enhance recreation. The County intends to restore the first 4.5 miles of shoreline beginning in November 2000, with the remaining 4 miles to be restored in 2001 and 2002. In April 1999, ~.~... .f , -_.'~ ~;Z:'~{~~;t::aCh yero Beach. south of Humiston Park and design viable i beach restoration projects to address the critical beach erosion i problem. The erosion areas are located in four distinct I shoreline segments separated by relatively stable shorelines. : The project areas extend from less than a mile south of ! Sebastian Inlet to approximately 2 miles north of the St. Lucie . County line. An investigation of available offshore sand resources was conducted in summer 1999. Jet probes were used to determine the thickness of the sand. Bathymetric surveys were performed · to confirm bottom contour configurations. A total of sixty 20 ft long sand samples (vibracores) were collected from three distinct areas offshore of the County coastline to determine the character and volume of quality sand for use in the beach restoration projects. . fJ&basso Public Beach post hurricane Floyd t 1 ~ J.iQEI!Ig R-Se ---- -.- --- .... 6 ~T ITA1DI ~~:!t~m"..4 ........... V<~'''/'FXA =-- ........ - ~TW...... ------ ~TaI""'" Proposed beach res/oratiun plan - yem Beach Segment Extensive video mapping was performed of the nearshore hardbottom resources located within one-quarter mile of shore. Divers were towed along perpendicular and parallel transects offshore of the proposed project area shorelines. The data are being utilized to develop plan and cross-section maps of the reef resources. The reef types have been classified to expedite review by state and federal regulatory agency personnel. ATM Coastal Engineers have been performing layout and design of sand fill projects to allow for restoration (and subsequent maintenance) of the beaches. The restoration projects will extend the current shoreline position seaward and raise the elevation of the dry beach. Dune restoration is proposed to increase storm protection and enhance the bac' eroded (or missing) dunes. A detailed Design Report is being prepared and will be submitted to the regulatory agencies in February 2000, to be immediately followed by permit applications to seek authorization for construction. Daufuskie Island Beach Restored by W. Samuel Ph/egar, III, P.E. Chronic and severe erosion was threatening the finishing holes of a world-class, signature golf course. Acres of oceanfront property were being lost annually along more than three miles of Atlantic shoreline. To complicate the Jation, state laws prohibited structural protection of any type. The site is Daufuskie Island, a unique destination located in the southeastern corner of South Carolina, neighboring Savannah, GA and Hilton Head Island. Accessible only by boat, the island boasts three championship golf courses, resort amenities, and property ownership, all in an idyllic lowcountry island setting. An uncommon beachfront differ- entiated Daufuskie ~ from most resorts on .... . the Atlantic. A mari- .: '~4 . . time forest merged with a beach exhibiting peat deposits, submerged stumps and downed The Beach at Daufuskie, March 1998 trees. Although picturesque, the beach was not recreationally friendly. Unchecked erosion continually threatened improvements and scoured beachfront property. Long-term shoreline erosion rates. averaged more than seven feet per year. Upland property was lost to the sea. Homes were threatened or condemned, and a signature golf course was endangered. ATM began working with island representatives in 1995 d developed a long-term beach management plan .uentifying protection recommendations for both developed and undeveloped reaches. Prior to 1997, an island-wide solution appeared unlikely as the majority of the oceanfront property was privately held and managed by three separate THE MONITORING PROGRAM The first monitoring event of the Daufuskie nourishment project was completed in August 1999. Of the 1.47 million cubic yards of sand placed along the beach, 1.41 million remain within the project limits. The 96% remaining indicates excellent early performance. The second monitoring event is set for February 2000. So far, performance has exceeded expectations. Public response has been enthusiastic, and property sales have escalated. ATM is currently assisting the island with development of a program for long-term beach protection funding that will ensure the existence of a protective and recreational natural resource. plantation entities. Then in 1997, ClubCorp of America (CCA) acquired two of the plantations accounting for the majority of the island's oceanfront. With this new energy, responsibility, and capital from CCA, development of a comprehensive solution was soon underway. The optimum protection plan consisted of a comprehensive beach nourishment project encompassing the entire oceanfront of the island, a more than three mile long project. ATM acquired permits from state and federal regulatory agencies; completed environmental studies, nearshore and offshore surveying, and engineering design; and worked closely with CCA to negotiate a con- struction contract with the dredging company. Sand was pumped from the selected offshore site ~ beginning in early ..- December 1998 and The Beach at Dazl{ilskie, Febroary 1999 was completed in mid-January 1999. More than 1.4 million cubic yards of high-quality beach sand was pumped to a central landing area under the daily observation of an ATM team of coastal engineers and surveyors. ATM has assisted CCA with a monitoring program to document changes to the beach project and borrow site over time. The results of the monitoring will be used to assess performance of the first project and effectively plan all erosion control efforts on the island. Highly acclaimed, the newly restored beach benefits all island residents by providing storm protection to the upland properties, creating an enjoyable recreational beach, and increasing island-wide property values. r....c...".".....,.- -... --- -..-"'---, i i I '--~~n~~~ Arie/ view of the restored beach , . .Maintaining the Jupiter/Carlin Shore Protection Project by Michael R. Barnett, P,E, Five years ago, Palm Beach County, Florida, placed more than 600,000 cubic yards of sand along a critically eroding section of its Atlantic Ocean shoreline between the Jupiter Inlet jetty and Carlin Park. The Jupiter/Carlin Shore Protection Project extended 6,000 feet along the shoreline. The County anticipated the renourishment of the beach would last about six years. Since that time, sand has been gradually lost as the shoreline eroded. Based on the predicted six year interval and measured performance of the project, the Palm Beach County Department of Environmental Resources Management (ERM) is pre- paring for the Jupiter/Carlin Renourishment Project to begin construction in 2001. ATM has been working with ERM staff since November 1998 on the analysis and design of the first renourishment. The County identified a potential borrow source site for the sand at the initiation of the contract. However, that site is considered secondary due to regulatory agency concerns over sand quality. In response to this concern, ATM and ERM staff reviewed existing geotechnical data and designated an area to the north as a potential site for suitable sand warranting further investigation. In July 1999, detailed bathymetric, side-scan sonar and seismic profiling of this offshore area was conducted. The results yielded a detailed contour plot and a map of sediment thickness. These data were utilized to guide a vibracoring investigation completed in January 2000 to collect sand samples. The samples will be analyzed to provide information on the type of sandy material contained in the offshore area. Using this information, ATM coastal engineers will delineate areas for the project borrow area. Once the material characteristics are known, the proposed project design, construction drawings, and specifications will be prepared. ERM staff submitted a Joint Coastal Permit Application for the project and will rely on data furnished by ATM to complete the processing of this request for construction authorization. ATM will assist staff in preparing an addendum to the project General Design Memorandum, as this project is a federally authorized initiative. Construction phase services and subsequent performance monitoring will be provided following project construction in 2001. h_ :_............-.....,. Jupiter Beach Park looking north :~~__ __.~o . - .~..........- ----,.- ~-:-3-~:- :>_~;f-:-' Ocean Trail Condominium Beach looking south . WILMINGTON, NC (910)762-0800 . ATLANTA, GA (770)850-4960 CHARLESTON, SC . 1843)884-8750 . HILTON HEAD, SC (843)837-9525 .SAVANNAH,GA (912)238-3002 .JACKSONVILLE, FL (904)249-8009 . GAINESVILLE, FL (352)375-8700 SARASOTA,FL (941)484-8514. FORT MYERS, FLe (941 )368-21 02 . WEST PALM BEACH, FL (561)659-0041 .~ Applied Technology and Management, Inc. Edward H. Modzelewski President Thomas Schanze, P.E. Executive Vice President Corporate Headquarters 2770 N.W. 43 Street, Suite B Gainesville, FL 32606 Telephone: 800-275-6488 or 352-375-8700 Fax: 352-375-0995 www.appliedtm.com :.;''''~;~.~-''-~'~~~~~-~.~~::~ ~?:\~ The Journal is published by Applied Technology, ' and Management, Inc" an environmental and .."F. coastal engineering firm providing services . """".,," throughout the u.s. and abroad. If you would like more information about ATM or ha~e':':,.;;,;~ comments or questions about theJournClI,',~~77;.:o:o' :'2.~ .." ~_I.~:e call c~~~:~. ~~~~2.75-6~c~~.~[lg-~~~~~' FALLJWINTER 2000 ENVIRONMENTAL & COASTAL ENGINEERS, SCIENTISTS, AND MANAGEMENT CONSULTANTS Tidal Marsh Study Addresses Issues of Savannah Harbor Deepening By: John M. Bossart In the years leading up to the Civil War, cotton may have been king in the plantations surrounding the port city of Savannah, Georgia, but rice was the queen in the tidewater plantations of the lower Savannah River. Beginning in the mid-1700's and peaking during the Civil War, tidewater rice cultivation in the tidal marshes of the Savannah River fueled numerous fortunes as thousands of barrels of rice were shipped from the wharves of the Port of Savannah. However, after the end of the Civil War, changes in the economics of rice production led to the demise of the rice harvest by the beginning of the 20th century. The thousands of acres of ~e fields that had been painstakingly developed and oI1aintained for over 150 years were abandoned and left for nature to reclaim. Nature has worked hard in the last 100 years, using the seven-foot tide range of the lower Savannah River to convert what were once abandoned rice fields into highly productive tidal freshwater marshes that are now part of the Savannah National Wildlife Refuge. While highly favored by wildlife and an important component of the estuarine food web, these tidal freshwater marshes are exceedingly rare because they are located at the pivot point of an environmental seesaw that balances the rise and fall of the saline ocean tide on one side and the flow of the freshwater Savannah River on the other. The narrow range of conditions conducive to tidal freshwater marshes exists for only a few miles along the Savannah River and confines the tidal freshwater marshes to a narrow band hemmed in by forest swamps upstream and salt marshes downstream. Savannah marsh monitoring stations A TM Wetland scientist George Otto monitors seed bank study at ATM's nursery facility While the tidewater plantations of the Savannah River have become part of history, the Port of Savannah that once exported rice harvests to a growing United States has continued to grow and is now one of the busiest ports in the country. . . on a daily basis handling a huge assortment of cargo from throughout the world. The port's success to date has in part depended on keeping up with changes in the global shipping industry. . . an industry that continues to change rapidly even today. The Port of Savannah is working hard to maintain its competitive position by proposing to deepen its harbor to accommodate the new breed of super size container ships that will carry an increasing volume of the world's cargo in the coming decades. However, deepening the harbor raises a number of environmental issues. A primary issue associated with the deepening is increased salinities farther upstream in the Savannah River and potential subsequent impacts to the tidal fresh-water marshes of the Savannah National Wildlife Refuge. To address this question the Georgia Ports Authority asked ATM's Environmental Systems Group to work with the U.S. Fish and Wildlife Service (FWS) to design and conduct a study that would not only determine if any impacts to the marshes would occur, but allow analysis of ways to avoid or minimize impacts. Accordingly, ATM ecologists are currently involved in a cooperative study with scientists from the FWS. The goal of the study is to predict long-term changes in the marshes under different harbor deepening alternatives. Continued on page 2 Tidal Marsh Study Addresses Issues of Savannah Harbor Deepening - continued Predictions of long-term changes in the marsh will be made using a geographic information system (GIS) based computer model of the tidal freshwater marsh system. ATM Environmental Systems Group ecologists are developing this model using ERDAS Imagine image processing and spatial modeling software. Satellite and aerial imagery are analyzed using the Imagine software and highly accurate vegetation maps are produced. Field reconnaissance and field vegetation sampling are used to verify the accuracy of the vegetation maps. Locations within the trackless expanses of the marshes are determined using GPS, which allows positions to be determined in the field with an accuracy of less than 3 feet. The input to the GIS model will be a map of the existing marsh vegetation. The output will be a new marsh vegetation map that depicts the conditions predicted at any time in the future. The underlying spatial model will be based on several studies currently being conducted by ATM Environmental Systems Group ecologists. One of these studies is investi- gating the effect of different salinities on the germination of seeds and the growth of the marsh vegetation. During the summer of 2000, ATM field crews collected 144 vegetation and sediment samples from throughout the marshes. These samples were transported to ATM's nursery facility via a refrigerated truck and distributed into twenty-four four hundred gallon tubs containing water of various salinities. Records are kept of plant stem counts to determine which plants can tolerate what salinity levels. A similar study is investigating the effect of salinity on wetland tree growth. Other ongoing field studies include the deployment of a number of automatic data logging stations that track water levels and salinities within the marshes. These data will be correlated with salinity values in the Savannah River. All of these data will contribute to the validity of the GIS spatial model and help to provide a versatile and accurate tool to assess the potential impacts of the harbor-deepening project on the valuable tidal freshwater marshes of the lower Savannah River. - Infrared air photo of marsh Phased Wetland Mitigation Construction Continues at Okeechobee Landfill By: John M. Bossart When completed in 50 or so years, Waste Management Inc.'s Okeechobee Landfill in Florida will be one of the largest landfills in the United States. The site is the former Okeechobee County landfill that was privatized in the early 1990's. The site is currently being developed by Waste Manage- ment as a regional landfill, serving clients from Orlando to Key West. ATM has been working with Waste Management on site development since 1995. Early efforts focused on the permitting necessary to convert the site from a small county landfill to a state-of-the-art regional facility. One important issue to overcome with state and federal regulatory agencies was the magnitude of wetland loss. The sheer size of the facility and the design constraints inherent in a properly designed landfill resulted in almost 120 acres of wetland impact. Most of these impacts were to herbaceous marshes, but 1 5 acres were forested hardwood wetlands. ATM ecologists were able to develop a multiphase mitigation plan that satisfied the concerns of the regulatory agencies and culminated in the issuance of the initial permits. This plan was built around the concept of restoring and enhancing Cypress Creek, a shallow creek that bisected the landfill property. One of the initial mitigation components included the acquisition of a 900-cow dairy located on a 400-acre site adjacent to the landfill and in the Cypress Creek headwaters. Removal of the cows resulted in a dramatic decrease in pollutant loading to Cypress Creek. Next, two water control structures were installed in the ditched reaches of Cypress Creek to enhance adjacent forested swamps and marshes by raising the dry season water table. Installation of the water control structures was followed by planting of over 140,000 wetland trees to create in excess of 70 acres of wetland forest. Over 200,000 cubic yards of excavation was required to construct this area. Currently, ATM is constructing the initial 50-acre phase of an herbaceous marsh located on the former dairy property. Construction of this marsh has required over 300,000 cubic yards of excavation. Planting of the new marsh will occur in late 2000. The final mitigation phase will consist of the construction of an additional 50-acre marsh in either 2001 or 2002. , ' ; The Brighton Seminole Reservation Water Resources r~~ Wetland Management Plan By: Robert W. Burleson, P.E. The Brighton Seminole Reservation is located in south, central Florida in Glades County just northwest of Lake Okeechobee. The reservation is approximately 36,100 acres, or 56.4 square miles. The Reservation is relatively undeveloped. Developed land use is dominated by agriculture (sugar cane production, cattle, and some citrus) with a small number of residential areas. Increasing development pressure is occurring on the Brighton Seminole Reservation natural resources including the quantity and quality of water, wetlands, and wildlife. This has occurred through the expansion and upgrading of agricultural operations, the upgrading of public facilities, and some limited increase in commercial operations. Water supplies to the Reservation are primarily from surface water which is limited by an allocation agreement with the South Florida Water Management District. An important issue, which needs to also be considered in all activities on the Reservation, is the stringent water quality requirements associated with discharges within the Lake Okeechobee basin. Native pasture area for water storage and water quality treatment. Wetlands occurring on the Reservation exist in a variety of conditions. These conditions range from unimpacted, pristine areas to areas that have been incorporated into native cattle grazing areas. Because of the desire to minimize the conversion of currently productive land to water resource functions, ways must be developed which maintain these areas as productive while providing important water supply and treatment functions that will benefit the Reservation as a whole. A comprehensive inventory of land use/land cover, including wetlands, on the Reservation was performed. A database was developed which included wetland boundaries delineated from false-color infrared photographs and field-truthed for verification, the acreage of each wetland mapped, and the classification of each wetland based on type and impacts observed. Through the use of historical photographs, areas could be identified which were formerly wetlands but had been modified for agricultural production purposes. This information was incorporated into a comprehensive geographic information system (GIS) for the Reservation. The GIS can be used by Seminole Tribe staff as a planning tool through which wetland impacts from proposed uses of Tribal land can be estimated. Hydrologically modified wetland area Given the water supply and water quality constraints under which the Reservation is subject to, Applied Technology and Management, Inc. was selected by the Seminole Tribe of Florida to prepare a conceptual water resource and wetland management plan for the Brighton Seminole Reservation. The plan is based on the Tribe's desire to efficiently manage available water and wetland resources to meet existing water use needs, existing and potential future water quality goals, and the storage of water for irrigation of expanded agricultural production and possibly as a water utility, and the expansion/ 'versification of the Brighton .,eservation's economic base. A key to developing a management plan that meets these stated goals is through the effective use of wetlands The development of the wetlands database allowed ATM to identify areas which were good candidates for use as reservoir and treatment areas. These areas were typically areas that were formerly wetlands but had been modified for production. Use of such areas allows for development of water storage and treatment facilities while providing restoration of these areas back to a functioning wetland. ATM also is providing guidance on how these areas can be used for existing production purposes while also providing water supply and treatment benefit. This will be done through the development of seasonal rotational plans for these dual-purpose areas. Also, by providing this information through a GIS, staff for the Seminole Tribe will be able to perform their own alternative evaluations for future projects. Compensatory Wetland Mitigation Bank Establishment - Two Case Studies By: Natalie M. Schanze ATM has completed development of a mitigation bank in Georgia and is developing a mitigation bank in Florida. The City of Richmond Hill, Georgia, worked in partnership with a private group, GJ-Georgia Properties, Inc., to develop the Ogeechee River Mitigation Bank, a 25D-acre tidal forested swamp surrounded by a road-topped dike. Continued on page 4 ATM Welcomes Carlos Rivero-deAguilar, P.E. Car/os Rivero-deAguilar, RE., Vice President The principals of Applied Technology and Management Inc. (ATM) are pleased to announce that Carlos Rivero-deAguilar has joined the firm in West Palm Beach. Carlos brings more than 20 years experience in environmental engineering and senior management. He is the former Director of District Manage- ment of the Florida Department of Environmental Protection in West Palm Beach. As Director of the Southeast District, an area home to 5 million residents, Carlos was in charge of FDEP's environmental management, permitting and regulatory compliance programs in a region known for having some of the most complex and challenging public health and environmental issues in the state. Accomplishments of the District under Carlos' direction included initiation of major restoration efforts for the Lake Worth Lagoon and Loxahatchee River ecosystems, and the environmental clean up of the largest commercial airport contamination project in the country. He also played a key role in the resolution of major wastewater disposal issues in South Florida that resulted in the lifting of state imposed building moratoriums. At ATM, Carlos will assist many of our current and future clients with regulatory compliance issues. In addition, he will expand ATM's water resources engineering services, with an emphasis on water and wastewater projects. As senior manager of ATM's international environmental services group, Carlos will have an important role in serving clients in Central and South America, Mexico and the Caribbean. Compensatory Wetland Mitigation Bank Establishment - Two Case Studies - continued Mr. Henry Ford of automotive fame lived in Richmond Hill in the 1930's and 1940's. He installed the original dike to create additional farmland, where he gre\ lettuce. The dike prevented tidal water from entering this 250 acre former swamp. Culverts added over the years allowed some tidal flow to return and some trees to re-establish, but the tidal range inside the dike remained only a fraction of that in surrounding waters. ATM engineers measured the tidal range inside and outside the dike, calculating the size, number, and locations of dike breaches that would be necessary to fully restore tidal flow. Two, fifty-foot wide breaches and one large box culvert were installed. The City was responsible for installing pedestrian bridges. The large openings are expected to enhance fish nurseries, especially for striped bass. ~ From left: Michael Melton, City Administrator, Richmond Hill; Ma~'or Richard Davis, Richmond Hill; Han'ey Lashley, Park Superintendent; Larry Jordan, Mitigation Bank Sponsor GJ-Georgia Properties, Inc, and the City integrated the mitigation bank into City's new, adjacent park, providing over two miles of walking/biking trails as part of a Georgia State Trails System. The four gentlemen largely responsible for this project are pictured above. In Okeechobee, Florida, ATM is working with a private client, Mr. George A. Goodbread, to develop a compensatory wetland mitigation bank. This bank seeks to restore a portion of Cypress Creek, an important flow-way. Both upstream and downstream portions of Cypress Creek are already being restored for other mitigation projects. ATM's efforts will bridge the gap, complete the hydrologic connection, and establish an important wildlife corridor. . WILMINGTON. NC (910)762-0800 CHARLESTON,SC . (843)884-8750 . HILTON HEAD. SC (843)837-9525 .SAVANNAH,GA (9121238-3002 . JACKSONVILLE, FL (9041249-8009 . GAINESVILLE, FL (352)375-8700 The Journal is published by Applied Technology and Management, Inc" an environmental and coastal engineering firm providing services throughout the u.s. and abroad. If you would like more information about ATM or have comments or questions about the Journal, please call us at 800-275-6488. Applied Technology and Management, Inc. Edward H. Modzelewski President Thomas Schanze, P.E. Executive Vice President Corporate Headquarters 2770 N.W. 43 Street, Suite B Gainesville, FL 32606 Telephone: 800-275-6488 or 352-375-8700 Fax: 352-375-0995 www.app/iedtm.com . WEST PALM BEACH, FL (561 )659-0041 STATEMENT OF QUALIFICATIONS FOR ENVIRONMENTAL TACTICS BIG PINE KEY FACILITIES OR MACHINES TYPE OF BUSINESS BUSINESS ADDRESS NAME MAILING ADDRESS ~tare ~:~lori~a ~ -:. ".;.Or ~"": r:'," -; ~ ~ ."y~-:, ~oarb nf,:~9~~,,~ng~r5 "'~/; ;. ~,"/Ju";~::;'\, ;'~'''''lH .~.~~ "," ,.~,a .t'''"): . .;"J - ':' -',. ..... .. '. J ~ ._', . ....:. E~v.it.q:R1~:Iin'n~t]ic:t1~: iJ nc 1 '~.,,~. .. , . '-. . . ,~., .'.'~ _. I . . ,......'1...,: j M, I .', ~:II" ,r \,,\'.1" _._, .... . ..:.,) '.'\'o'.,.._J.t~ .1"""_' _ ..... ...."'II~. .." '._."/ iJ k.ud~ ~~"'VMs "/'~ ~.?;~#~:;~. 9Z aJ-/~ ~Jf- ~~ w~'~a/~/m/~~ k~h~~l~'~,:9kI" rY!JY.~ h ~ ~~/~~ M ~ ~ ~,4 ~ ep~~~J, ~~ g,)J()~, ~iiJ ?"_HJ# p,. tf?"/~. EXPIRATION: FEB 28, 2001 DISPLAY AS REQUIRED BY LAW CERTIFICATE OF AUTHORIZATION NUMBER:7411 I OCCUPATIONAL TAX M 0 N ROE STATE OF FLORIDA MUST BE DISPLAYED IN CONSPICUOUS PLACE SEATS EMPLOYEES Q 2000-2001 ROOMS AK 8788584 46110 ENGINEER 127 INDUSTRIAL RD STE 00 - COUNTY OF MONROE ENVIRONMENTAL LARKIN JOHN POBOX 38 8IG PINE KEY FL THIS BECOMES A TAX RECEIPT WHEN VALIDATED H A R R Y F. K N I G H T f. C F C. T A X C 0 L L EC TOR PO BOX 1129, KEf WEST FL 33041-1129 FACILITIES OR MACHINES. TYPE OF BUSINESS BUSINESS ADDRESS NAME MAILING ADDRESS OCCUPATIONAL TAX M 0 N ROE STATE OF FLORIDA MUST BE DISPLAYED IN CONSPICUOUS PLACE SEATS EMPLOYEES 0000000000 0000001000 0000461100079828 1001 9 o 2000-2001 ROOMS 127 INDUSTRIAL 47161 WATER & WASTE ENVIRONMENTAL LARKIN JOHN POBOX 38 BIG PINE KEY FL AK 8788584 THIS BECOMES A TAX RECEIPT WHEN VALIDATED H A R R Y F. K N I G H T f. C F C, T A X CO L LEe TOR PO BOX 1129, KEf WEST FL 33041-1129 0000000000 0000001000 000047161007~8Z7 1001 Q ACCOUNT EXPIRES 46110-0079828 SEPT. 30, 2001 SUPPLEMENTAL RENEWAL NEW TAX TRANSFER X ORIGINAL TAX AMOUNT PENALTY COLLECTION COST TOTAL 10.00 I..J UI ""0 -t r.::.U:::lI 0 -t::C ~.=: ~S~~ .:L'-""':IITl~(""J~ . 0 .....c.r-"'f1 t-toor-. .....01"'1 10-'> ~..t.,)n::c o U1.....:c . 1..;J"t'.....COH CIO-tO~:::tIa"I 010,)....0 :c THIS IS ONLY A8TAX. YOU MUST MEET ALL CO(fNTY PLANNING AND ZONING REQUIREMENTS. ACCOUNT EXPIRES 47161-0079827 SEPT. 30, 2001 SUPPLEMENTAL RENEWAL NEW TAX TRANSFER X ORIGINAL TAX AMOUNT PENALTY COLLECTION COST TOTAL 10.00 I,.) .:JI -0-1 0 Cl,::'-lX s:;. -. '0 :I> c. J>:l> -..-Il) -t....x:::IJ Ct........, mC' ::;0 -.JO-< _::.i=!"T\ ~'::Ir-. ......Orrl ...... ........n:o" C' <..11-i% . t....l-o.,Q 0.... .-aCI-ICI-..:::tt.Cl Ot...,)......cl x THIS IS ONLY A:~AX. YOU MUST MEET ALL COl!l-NTY PLANNING AND ZONING REQUIREMENTS, 1-- :? =......... Qt'<('.; <T\ 'It ~~ "'1 .~ ....~ N ~ ,. 0 V'-a ...... .... ~ Q,I Qo; <.Q ..... t'r'l_ ....It'l - ~ lJl en ;... 0 ~ ~ ' I ~ .Q "- t'r'l N Q 0 O:l C 0 ~~ ;.; .... I fI'l 'll lJl N .-j "- P-4 _..IIIri.IC~ +' \}'. +' 0> 'C ~~I ~ :> N t..> .....l OJ ill 0 ~ :>-. r:f?rj 0 lJl l-l ui ~~ (0 ~ ..... al Poo 0 .. .-j ....J ~ ,- fI'l H A- ll) ..... OJ (rJ Ul Z ~ if.! lJl lJl U1 '-I :c ,...... ;:I ;:I 0 tLl OJ '0 0 ..... .Q ~ C,;J ""' +' ..., ill '0 0 Z 0 ill >. ~ C,) ''0 C 1Y'l H P:: 'C ~ ...... ltJ fI'l p... +' (fJ r-:J lJ'l (/1 .- l:: ..... 01 10 U 0 W ~ .....-< to:: '0 j-j .... l:: CO OJ ..... ..... .... f.1.l +' ..... r-. ~ lJ'l C ... U U .u i:l K .- 0 ::; 0 0 '" l-i l.. 0 OJ N .... :> '-1 l.. ...... ~ ...;..:> u ""' P:: A. A. CO '-1 >~ o-l W X p::) ....J +' .:.C (I) tLl OJ C4 '-1 .;..' .... ..Q ;:J ~ I..) lJ1 ..,. 0 0 0 ~ ,e., C,) 'll llJ ~ U"r .....' U'] +' C,) >:: 3: :i::: ..0 0 P:: lJ'I U ~ 0 0 .'2: I' 0 N N l.l.l :l Z ..... It! >-. 0 IY'l "- ..0 ..0 l.l.l = I-t +' III P:: N 0 N N Z fI'l 0 11) +' ::.:: H r-I N H Ql (J) '<I' e... ill ..- "- ~) 01 U 0 ~ OJ Z 0 -, l: H C'n ~ .... u IS 0> f.1.l 0 ~, tLl w .... fI'l IJ Q U U ~ 0 +' '<I' ..... ~ ...J ul ,....; ..... e--. t... I--i )... ::J C) '1-' .IS X Ul ...J .... 0 ..... ~ ~..... U l.< ill OJ .... 01 ;:: f-< fJ.l QJ f! '0 U1 .... Z X "i; 'C 11) 'C ltJ tLl 0 >:: (\) ~I III .... tLl 0 L1 +' Z -,. - :r: :1. III .:: "- III u1 0 CO .... ul 0 l-< '0 W >-. +' 0:: 1'1'1 p... Q) .Q OJ +' s:: H ~ ..... Z OJ .... ..... .-j OJ :> ill " .... III :l ro N sa ~ 0 .... lJl IJ U U1 U i:: +' ~ W j:l. III ::J 0 U1 ..... W 0 0 I.ll ....1 ...,J H ...,J A.. Eo-< U Enviro:mnental Tactics Inc. P.O. Box 38 . Big Pine Key, Florida 33043-0038 EXPERIENCE JOHN VICTOR LARKIN P.O. Box 38 Big Pine Key, Florida 33043 305 872 9554 OWNER OF 1. Environmental Tactics Inc. 2. Environmental Construction Services Inc. . 33 YEARS . Environmental Project Management . Environmental Consultant . Environmental Testing . Natural Water Body Restoration . Biological Engineering . Biological Remediation . Harbor, Canal and Lagoon Restoration . Pollution Control Technology . Aquifer Storage and Recovery . Expert Witness and Testimony . Permit and Compliance Expert . Water and Wastewater Treatment Expert . Aquatic Plant Classification . Aquatic Plant Management . Hazardous Waste Management . Spill Cleanup Contractor . Environmental Impact Assessments HISTORY OF SIMILAR NATURE (Same kind of work) By John V Larkin of ENVIRONMENTAL TACTICS INC. BIG PINE KEY 2. 1. Restoration of Canals and sewage outfall studies in Ft. Lauderdale Florida 1968-1976 (Elected into "who's Who in South Florida 1974 - for my contribution to water quality) Restoration of Water Quality of Fresh Water Ponds and Rivers in Massachusetts 1977-1986 (comprehensive studies of fresh and salt water bodies including hydrology and grant procurement) My work was used to develop water quality planning and projects by several organizations along with federal, state, and local governments, Water Quality restoration and improvement projects of Canals, Lagoons, Boat Basins and Harbors in Florida Keys 1987-2001 ... :>. Of the several waterbodies that 1 scientifically studied, restored and improved the water quality of - the Florida Keys include some of the following: 1. Blue Hole - Big Pine Key (Keep America Beautiful award and Keep Florida Beautiful award winner) 2. Canals of Tropical Bay - No Name Key - Doctor's Arm - Sands Subdivision - Big Pine Key 3. Sea Camp Harbor and Canals - Cahill Pines and Palms Canals -Big Pine Key 4. Boat Basins and Lagoons (Private) - Lower SugarloafKey 5. Lazy Lakes Lagoon - Upper SugarloafKey 6. Private Lagoon - Islamorada 7. City of Layton - All Canals 8. Coral Harbor - Theater of The Sea - Various Canals -lslamorada 9. Grassy Key Aquatic Center - Private Lagoon 10. Private Lagoon - Long Beach - Big Pine Key 11. Various Canals, Borrow Pits, Lagoons, Harbors - Key West to Ocean Reef 12. Boat Basins (several) - Marathon 13. Marinas - throughout the keys 14. Canals- Key West (Kitso wetland, Donald Canal Dredging, Riviera Canal, harbors and other canals) 1 have also performed and completed numerous studies of water quality in the Keys. Some of my surveys included Underwater Video Recordings. 1 have professionally performed bathymetry and hydrology. 1 have performed projects to control hydrology and I am quite adept in managing Marine Construction. 1 am familiar with the Canals throughout the Keys and Florida Bay. 1 have a working knowledge of Key's canal hydrology, biology and chemistry. I am cenified as an "expen" on Keys canals and water quality. Throughout my 33 years of Water Quality Projects, 1 have been directly responsible for the management and completion of hundreds of government contracts. I excel in cost accounting. I am also the Safety Officer for my companies including Environmental Tactics Inc. and I perform the same duty for many other companies. I have taught "Risk Management" to several police and fire agencies that maintain dive teams. 1 am qualified to manage the "Canal Water Quality Project" that you are soliciting. Please allow me the opponunity to propose our services. SFRC&D Board of Directors J. Noble Hendrix, President James Malloch, Vice President Patricia Crawley, Secretary Morgan Levy, Treasurer John Adams, Council Member E. Darwin Fuchs, Council Member Sharon Macut, Council Member David Rice, Council Member Russell Setti, Council Member South Florida Resource Conservation and Development Council, Inc. 15600 SW 288th St. Suite 304 Homestead, FL 33033-1239 Phone: (305) 246-4319 Fax: (305) 245-2473 E-mail: sfrcd@aol.com Web address: www.sfrcd.org September 19,2000 Mr. John Larkin Envioronmental Tactics, Inc. PO Box 504461 Marathon, FL 330504461 Dear John, The South Florida Resource Conservation & Development Council, Inc. (SFRC&D) is proud to announce the first quarterly issue of our newsletter, South Florida Resource News, which we have enclosed. In each issue SFRC&D will highlight new and on-going projects which are making good things happen in South Florida. Over the last two years, SFRC&D has grown tremendously. We would like to take this opportunity to say thank you for your involvement with and support of our organization. Every project we undertake is a team effort and our successes are your successes. I hope you enjoy South Florida Resource News. If you have any suggestions or comments please feel free to call me at (305) 246- 4319. Thank you for your on-going support. We look forward to working with you in the future. ~~u Gregory Garvey RC&D Coordinator South Florida Resource News is published by the South Florida Resource Conservation and Development Council, Inc. (SFRC&D) four times per year. SFRC&D is a not-for-profit corporation under 501(c)(3). The mission of the organization is to improve community quality of life through resource conserva- tion and development projects. SFRC&D Board President: James Noble Hendrix Coordinator/E.xecutive Director: Gregory Garvey Editor: Kimberly Perron-McHenry Assistant Editor: Victoria Berrones Cantu For more information: Phone: (305) 246-4319 Fax: (305) 245-2473 E-mail: sfrcd@aoLcom SFRC&D Suite 304, Community Plaza 15600 SW 288lh Street Homestead, FL 33033 Web address: www.sfrcd.org 9vlaklng gooa things happen in CBroward, 9vliami-(j)ade and :M.onroe Counties. Page 2 A lmge crane removes a metal lOaf from a canal in the Lower Ktrys. Large cmnes were used from the land and from the water depending on accessibility. Crews were extremel) careful of residents' properry and no damages were caused /ry the debris removal operations. Florida Keys' Can.al Restoration Project The people of the Florida Keys have had their share of hurricanes, tropical storms and other severe weather events over the last few years. Hurricane Georges, which struck in September 1998, caused millions of dollars in damages to homes and businesses in the Keys, The high winds toppled trees and ripped off roofs with much of the debris ending up in nearby canals. As parr of the Emergency Watershed Pro- tection Program, the residents of the Keys were able to take advantage of fed- eral, state and local assistance to help clear, dredge and restore the canals. SFRC&D provided cormact admini- stration services to Monroe County, the City of Key West, and the Village of Islamorada. These services included assisting with the gram application, writing specifications and requests for bid, hi1:ing engineers and surveyors, qualifying bidders and issuing contracts for dredging and debris removal special- ists, However, the work didn't end there. SFRC&D also oversaw all of the operations including pre-work site in- spections, debris staging, mulching of woody debris, construction debris trans- porration to land fills and final inspec- tions, Blue Water Engineering & De- sign, Inc. of Tavernier, Florida assisted SFRC&D with vital services. Parr of what makes the SFRC&D so special is that they seek out local con- tractors to perform all phases of the work. Knowing that few local firms could bid on one or twO large contracts, the work was divided into 15 separate contracts that averaged $475,000 each. This resulted in an open, competitive bidding process in which six of the seven firms hired were from SOllth Florida. Keys based firms were awarded 10 of the 15 contracts. SFRC&D re- quested the input of the Key's residents by setting up a roll-free hotline number to reporr canal debris. Over 450 calls were logged to the hotline providing sUlveyors with excellent information on the location and amount of debris. This project is an excellent example of the success that can be achieved when there is cooperation throughout all levels of government and involve- ment of local citizens. Over 71 miles of canals were cleared during this project. South Florida Resource News Florida Keys' Canal Restoration Project (continued from page 2) Many canals were completely blocked with fallen trees and/or constTUction materials from damaged homes and businesses. Blocked ca. nals affected the lives of many Keys residents and visitors. Blocked canals depressed property values and prevented recreational boating and fishing and commercial fishing actiuities. Navigation of the canals was also hampered by sediment which had washed in during the high tides and heavy rains. .. Most of the woody material removed from the canaLs was mulched and used in the Keys. Property owners donated the use of vacant lands ro stage and process the materials. This cooperative effort was one of the keys to the success of this project, which finished under budget. Volume 1, Issue 1 Murky waters made surveying canals difficult. Local residents helped out by caHing in debris locations to the roU.free hothne set up for this project. Australian Pines (like this large stump pictured) and other non . natiue species were the cause of much of the damage. Native trees have adapted ro withstand strong winds and high tides. 4~~ ~;; ;- ~'" ~ .~ I' .::t . , _' " '~ . ~ '.l .;', - . ''\,''t:.'. ..~~' ~~ : '~:,:~; , ;"'M~:-'" ...a~: <<~r- . ~''C ~ ,,. .J ., ..~- , .. -:-:; -,..~ -:.,--'--.-,,",:"- -~_._~.~---- ---~ r .. " '\ '.1>.- , t-........" "'''~'....' , " 'It"" " " ,; ~ ':: ,i~ "",,:,;~~,,: , " ., #J .. . "IM -I. ~ t I" if, , \ .., ~ t -." . ~ ,. ~ . J"~ I '.\0 . ..... {f" ;. J.' .,. 1 ......,J " ./i' i '~ - ~ I, '~-:;., r '" ....I~ .' ~ - ~ ", l t,':' l {. f! .j , S . .~~ io i', \ ; .. . \ ) t .i . t, ""'... !'#toIo by Shane UdGick Rene Torno and DiO$vani Rodriquez trim limbs from Q fall- N on No Name Key. The two operate in a five..man aboard The Spirit, a cleanup boat operated by Environmental Tactics. Crews hard at work clearing Keys canals By SHANE UDDICK Free Press Staff Writer out the time before grueling summer practices begin in the manner of many of his Marathon football brethren. While most of his peers are W lUChing television. shooting baskets. sleeping in late or working in the luxury of air conditioning, Wiggins sweats (Tum to Canals, Pa~ 3) BIG PINE KEY - Mufmarr Wiggins will be a senior full- back and inside linebacker with the Marathon High School football team this year. But Wiggins is not waiting INSIDI. nusWUK% . Iwi-n.SaIua._.18 + CJauifiecb ........27-36 + Faces & PIac.. _..6,8 + Horoacope..':__.13 + Croa.won:l....._...20 . My.tmy Photo__1<6 + Tide Chart ....__....16 + MalchmGkar __.36 Vacation rental violations now a criminal offense that the county's ban on shon-term vacauon rentals was ineffective, moved to swilCh enforce- ment from its Code Enforcement Office to the Monroe County Sheriff's DeparuncnL The law prevents people from rellling Out hous. ing units for less than 28 days at a WIle. The prob- lem with enforcement. said Hendrick, is that it's difficult to prove if a perSOJl Staying at the. house is a relative, guest or a paying customer without vi0- lating private property rights. The goal of the ban on shon-renn vacation rentals in "improved subdivisions" is to prevent transient, weekend remers, whom neighbors com- plain are often loud and obnoxious. The usual number of homeowners' loudly com- plained how ineffective enforcemen1 was. (Tum 10 RnaIs, Page 18) By KIP BlEVlN Free Press Staff Writer KEY WEST - The Monroe County Conunission decided last week to make violations of its new ban on shon-teml vacation renU$ a crjminal, rather than a civil offense. The proposal passed after three Commissioners changed their minds during a bathroom break. The move did not sit well, however, with the county attorney. "It will deStroy the credibility of our ordinance and will fail to result in any convictions," said Iim Hendrick. Commissioner George Neugent, after hearing a parade of complaints from. a number of residents Chamber says housing is maior goal for year . goal for this year. As a result of that goal. a meet- ing was held Iuly 19 to discuss the formation of a Community Land Trust. Tim McKenzie from the Land Trust national headquaners discussed land trust formation. McKenzie and the company he represents, Burlington Associates, are con- tracted by the federal govern- ment to assist land trUSt organi- zations, Daniels said. According to Daniels, a com- munity land trust is "a not-for- profit, federally chartered corpo- (Tum to Housing, Page 18) By SHANE UDDICK Free Press Staff Writer MARATHON - Affordable housing: The term constitutes an oxymoron here in the Florida Keys. Available housing here, .no matter how dilapidated, barren or unsavory, is never "afford- able;" by most standards. Marathon Chamber of Commerce President Bill Daniels Ir. said the Chamber has designated the acquisition of affordable housing as a major 5f87 OIS Hwy, · Naf.thAa. 219-9425 ~ 7am . Ipm M'lI..Fri. 9.ID-t,1I S.t. Canals il OUI willi !he crew aboard The Spirit. The Spiril is a boa! W1der !he com- mand of Cap!. Paul Craft, anolher Mar.uhon resident. Craft opelll/eS !he boa! for 'Taras Lyssenk.o. field supervisor for !he project being c0n- ducted by EnvironmemaJ Tactics (owned by JoIm Lakin), in conjWlC- tion wUh anolhcr company, B&L Beneway. They have been comracted by !he couruy 10 clean and refwbish hwrieane-damaged area canals. The crew aboard The Spiril, one of several lhal Lyssenko operares, moved on 10 'NOlk on Big Pine lWO weeks ago, The outfil finished oper- ations in Key West and is now ready 10 llIclde problem areas in !he res! of !he Keys. Greg Garvey, executive direclOC of !he South Florida Resource Conservation and Developmenl Council, explained lhaI Key West was !he filsl area 10 be cleaned up . because of lIIeir quick response: While MOllroe County engineer.; wOIted Out a plan for !he entire Keys chain, Key West engineers fOllIlUlar- ed !heir plan for !he island and quick- 1y took appropriate Steps willi per_ mits. Of the three entities 0= by lhe RCND - Key Wesl, lsIamorada, and Monroe County _ Garvey indicated lhaI Key West was !he filst 10 be ready willi needed money and cleanup plans. Because Big Pine Key and SUl'- rounding areas suslllined a great de<ll of hurricane damage, lhe county has directed initial cleanup effOlts 10 No Name Key, Lyssenko said lhal crews would then work their way back lDwards Key Wesl, covering areas in between The operation has taken time 10 reach full momenD.llTl because of complications willi pemUlS and plan_ ning. Two obslaCles exacertlated normally difficull pcrmilIing proce- dwes; the complex nature of Big Pine and ilS l\lIlW'e reserve status, and the environmental manipulation imminent in !he procedure. "nus is real sensitive stUff," Lyssenko said. "Everybody's involved; !he feds, !he cowuy, locaJ people, everybody - you're llIking stUff off of the boaom of the canaL" While Craft manipulaled !he boa! 10 downed trees, and canal problem areas. Wiggins WOIted along side Diosvani Rodriguez and Rene Torno, fellow residents of Marnthon. The three used chain saws, chains, and a 101 Of elbow grease in pulling trees and debris off of!he boaom and from sWTOunding canal banks. After sevenll SlOps, cutting and pitching limbs into !he boa!, Craft headed The Spirit 10 a debris drop-off area. From !he drop-off areas, huge refuse removal tnJcks, equipped willi CIllIle-like "chetry pickers" lIlUlSpon- ed !he load back 10 a transition area located next 10 !he county's COCOnut Farm location. Texas lIlUlSplant run Allphin, also ofMatalhon, lUllS one ofLyssenko's debris-hauling tnJcks, Sweating and din-sueaked, he sat 15 feet above !he ground, manipulating debris into the 1IUck wilh the claws of the cheny picker, Back aboard The Spirit, Craft backed OUI the empty boat and point- ed illO the next hot Spol on the canal, The five-man crew was nearly as diver.;e as the debris they pulled from the bouom, The sun-baked, nearly brown Torno, cigarette pennanently tucked belween his lips, sawed . through a downed pine, while Rodriguez chattered in Spanish and English. The Marathon linebacker, Wig.,ains, diligently dragged the bol- 10m with chain and hook, searching for more downed logs, ' Crafi, a long- time Marathoner via the ski slopes of COMING SOON :in ~ 19ut .NU;fu eLu4 e.m.e rJelwk willi U6 4- eq~tAe~M<< {9peni1u; flugU6t 316t 8:30pm tilL &ll289-8713 1M deuIit.t 9'.iuua ~w. tIie_ottlie~ ~ ~ tll tAe ~ &mnuu.iq,. ~ Wyoming, along willi the crew's scuba diver, Justin Sryre, roWldcd out !he colarfuI CleW. When Wiggins snagged a large dead lI'ee, Sryre was chaiJed willi ini- tiating !he retrieval. DoruIing scuba gear and di'opping 10 !he boaom he positioned lift bags under the downed lree. After air was pumped into !he bags, !he lree m;e enough 10 allow Wiggins, Torno and Rodriguez 10 pull il aboard. While pulling !he lree 0I1lD the boa! was no easy tasIc, diving in the daik canal waterS was even more diflicull. .~ visibility:' Sryre complained. "Can't5ee your hand in from of your face. Everything I do down there is by feel" To make things slightly more difIi- cull, any operations involving man- groves have 10 be: accomplished in the ~ of a lree specialist. Craft poimod out a hanging mangrove and explained lhaI job wooId have 10 wait for rile' following day, when a lree sp:cialist would be aboard. "Mangroves are mangroves," Lyssenko said. "They have 10 be handled properly, That's what we're hele to do, why we're Environmerual Tactics. We are highly IIllined, spe- cialized people." Aticr passing !he lree, Craft headed !he boa! back 10 ilS end-<lf -day tie-up poinL Adjusting his hard hat he iiI a cigarerre and Ialked about his sailboat home and his upcoming maniage. The sodden Wiggins rested on !he side and Ialked about his final year at Manuhon. When asked if he'U have a good season he replied. "It's my senior .y~'tl:!is is il,gOllD have a good sea- ,(&Sf\.~ .' J._ ',?..:~..:....:::-.:';,.:r.',:'.:)..,:,:.,":;..;..'_.:...,.....:.._~...::..".:.:,....'....:,..;.L,.,..,'~.:.:.:,~:,~.i. '.~\t;;~~dJ~i;'Zi '.' ". " .. 1~~i'bljE~?t.YO.RK;,SiEAl( ,:S;QtJie~,,~th.GarJi~'&Ch~e$e.~itb-S~,Flies::,_ ";':'!'/;"/>"':"i:';~"'.'.i"';$9..95" ';...<:, <<:," ':i, .; ;,'..:...c:.:~~Rer~uncIJ&.1:)t1l!l,~rHepu ' MM 50," MarathoD .743-0622 . Next to Nations Bank Key West AWARDSOFMARATIION 1415 OVERSEAS HIGHWAY MARATHON, fL 33050 Narro Dion's (by 151h Slrul) · QUALITY · DEPENDABILlTY · PROFESSIONALISM 289-8000 fax 289-8940 "TIlE mnx FUll SERVICE AWARDS COMPANY IN THE FLORIDA KEYS" · ALL WORK GUARANTEED. Custom engraving and manufacturing on the premises. metal - acT)' lie - plastic - glass - castings - laminations SAME DAY SERVICE AVAILABLE · WE DEllVER ,,'" --- --~~_._. .._-.=-~.:..~.:-:~-~.:.- . IContinued from Poge I son." And college? "I'm going, but I don'l know where yd." he sluugged JUS! waiting for Bobby Bowdep 10 call? "Yeah, SOIlIelhing likelhlit." be replied willi laugh. DIAMONDS! ~<..:J , ~- .', '. ~ L:S:::;~ li....ndUIIR i 11111\1 ~_'~KVDA "--SPI':CL!~ Marguerite Daisies $750 a bunch 7070 Overseas Hwy. 743-6900 Interesting. Facts' Brought To You I Every Week By Derek Martin-V,sue, President : Keys Insurance Aseney Peollle CAN succeed afler many failures. Take this man as an example: He fai.led in business; he ran for hiS Slale legislature and 1051; he ran forr ltlie U.S. House 0 Represemalives and lost; he ran for the U.S, SelWe lwice and 1051 bOlh limes; then he ran fer Presidenl of Ihe Uniled SlaleS and wonl His name: Abraham Lincoln. When pianos were. first mad~, they w,r.e called "pianofortes '. Laler thai name was shonened 10 jusl ~piaDos". . The color fuchsia was named afler a botanisl, uonhard Fuchs: How much is a billioli? Consider this: If you counled 10 one billion, one second at a lIIn~. nighl and day, eveno d~.. II would lake You 32 YEARl> 10 reach one billion! II lakes abo&!r 32 years for a billion seconds 10 go by. '. And here's another inlereslil)g facl... Keys Insurance I! commilteil 10 "EGS (EXCeplional Customer Service). We promise 10 give Ihe best service in lhe Keys. Give us a call and lei us give you .a quole best prices and best service-call Call us today at: !l ~ 194-4494 Key West 743-0494 851-0494 Marathon Ke La 0 ~,... raC) 'C~ IIJ . G,)C\1 C~ "C:;, d>'-J == ~ B ~ Microbe may be pollution solution 'in Monroe County Ily TOCC ii. IlERIiMANN Cillzao SIAU Wll\ll ' MARATHON - The ~olulion tQ ~any l)'pllS Qt pollution may be In a Qne-pound ball oC SlIml' thinll whloh !QQlulllke sllwdust. But It Is nQt sawdust. It b I CQrm QC mlcrollea which ht . va- riely oC pollul.allLli in canals, in sepUc tankS ami in the oCllln. Currently, these mJcrobu Ill''' cleaninll Ihe canals ami septic lllnks in Laytoll. . I..lIte 11Ist year, the cil)' co.uncU Wiks. The CQst oC trellting them luoked Cor a way to keep the CII' Is $24 per I.allk. 1I111s clean ill Middle Keys clly, The third sourCl! Is runot!' from In!crim Vice Mayor LalT)' Braun land, 1'hese, the micrQbes cannot Sllld, Alter liome investigation, treat, LIlrkin 5&ld. the cQmmittee had three IItlcmll' l.lIyton cll)' o~ciaJs say they tives. like Ihe result.s 01 mJcrobes meal. 'I'he committcl! cunsidel'l!d time. upenlnQ clllla)s Ilktl KllY Colony BraWl sll.ld, "The nllcrollC:li lIl'e Balleh did. But the cost IInd UIl! l!aUoll all Ws crap Qt! Lbl! bot. permit proce4ures made !hI>> im. tom. The cuncrelc blocl\$ which procliclll, Bl'aUII sllid, use to be black are nllw while." 'fhe second alternative, aera. COWlcilwoman YvoMe Hlll'Per Uun. InvQlvcd mUl'O thlln $30,000 sllld, ''The rQw In my canal Ill'e ur installatlull cOlit, plus tho on. delinltely otelUlel' and 1 Uve on a lluinK costs ur electricity 10 pump uead.end clllllli." the wlltur III the ail' IIlld 01111"10' Microbes can eAt many other IlllllCll un the pumps, polll.lUon problems In MOlU'Oe IlIsLcnuJ, th~ CQullcil setUccl for COWlly, Lukin sald, the thircllllLernllLive, microbes. "What we have rillht now in Jack Larkio ol Environmental Monroe COWlly Is a poliLical '1'lIcLics Inc. QC Marllthon said, aBllIIcIa.," h. said. . '''I'his is cutlln~ edge technology. Thl agenda Includeli blll1d1ng YIlI.I W'll speedinilup the blolos!. sewer liystcms, inspecting sepLic eal prOeeliSl:S." tAnka and e.llmlnIlUnI cessplU, 11 'rile mica'obe$' ellt just aboul Is not neueulU'lJ)' lookinil tor the llnytllinll thilt goes lnlo a CIIIlII ur cheapesl WilY to solve PQUuUon a septic I.allk, he said, 'l'his in- problems, Larkin said. cludes the'sUt that .Iorms \In lhe When asked abol.lt the mi. bOllom oC CllllalS, 'oU spWs, toUet' crollos, George Garrett, marine uuU)ow, the soap and dil1 from II resources cllrectQr lor tho lihower, chicken i:l'ease and eVIl1 co WI l)', said, "I hlven'l heard II Iilundry deterKent. thinK about them cleaning up ca. ''They IlIve to cat 'fide Ilnd nals, Il's not anythlnll new. The)' somo ot the dirt that 10CS along are used bulcally u deodQN' with It," Larkin said. ers. These micrubeli w'e liimillll' to "Cl.leSli what, guYli, it's stUI lhllse aL work in mllny liewer lhel'e, The nutrients problems plonts lIIId sepLic tanks, Larkin Ire s\l.ll Lbere." said. But, cities do need the However, Uirkin said MOlU'Oe pumps and the equlpmenl ot II COWll)' 4011 not have as bll 01 a sewer plant, be said. nutrlenl problem &:i cUWlt)' 11m. The_ enhanced m1crobo~ do a clal:i claim. "botter'Joblol,eallnj(' thAn.....J1.Il.... ~4JtI"Aa!lr.' lb. miurol>.. r mjcl'ob&J~:LIlr1cla sll!.cl.I,'l'hc,typi' "i hllve a1reAOY soJved soverll.l . "clll microbe'ls lUte' a tJ1lrd.grader' -, problems llI'Ound Lbll KeYli. . CI'Qm Su.nley SwiUik Schoo) hav- lI'or instAnce, the CU1'aI HlIl" Ins tu eat live hambW'sel'1, h. bQur Condominiwn A.ssociaUon said. 'l'he enhAnced micrubes in lslamorada blld problems Clin llllt more, cl&&llins up Its 35.Coot decp lue, "They are Uke Lbo MilUllJ Dul. OUlllllser Bob MacDonald sald. IJhillli ellting live hllll1burllers .. "We have never been able LO piece," LlII'kin sald, clean up the lake," he sllid. "We In rccent weeks whtill huge could h&l"dly lie two leet into the lImQunts of (reih rain water rlln wllter." in the cllnllls and forced uut Qr Now, the microb~s clean the killed vegetaUon, {ish IlOd W"ter to the depth of 35 leeL, he wl7aker micrubcs, UUl enhllllced sllld, The sunlight rellches lhe ffilcrob"s JUlyed. and cl)ntis\u~d botUlm ot the clear Willer which tu work, he said. causa. UII alII" to il'OW, Alter For cost and cIfectlvell~ss rell' algae ,,"OWS, the water visibWt)' SQIlS, U.e LaytOQ Cll)' CllWlcilln. drops to 10 to 12 Ceet, MacDonald vesUgated usinll microbes .Iat" said, Then, the m!crQbes ellt up IlISt )'''&1". ^ conunlttee visited the poUuLiQn and elelll' the bot- live situ In Lbe Keys which used . tom 25 Ceet oCwater and the cycle the, microbes. Then, the council repeats itse!!, he said. ~e~IQ'; tQ So ahaad wllh tIla pro. Mh;robc4 bav. h"d simiW' reo Ject.:l 10 troa' two Of, the three swU in the Blu. Hole III the Na- sources 01 can~ poUull,on; Uonlll Key Deer Rel\lge on Big One sow-ce IS the eXJsting s~d. Pine KAV, ' "T his Is cutting edge, technology. You are speeding up the bl~loglcal processes," - Jack Larkin Envlrcnmenlal TaclJcs Inc, Environmental Tactics line, 1865 Overseas Highway · Marathon. Florida 33050 ';:"r '111111, .-t...., ;;ti;,1 'rIM" .".., ':Il" '11.1" tf';..,' ~t :1I\!;. ~~ '."Ii'; ''':,,, '-il:t' "".. :,.1, :'"1" ~ jII.;:, -~";:~ :""'.' f.;:" ~'~:~;~ :r ';:';,.;' :~~;: .":,,, ''', '(L,.t, " ~; ~""I. _,'i'" :::i ;!': , l~l: Il~: .,. I,...: I".' ~.I!." i'!l', Iltil". ,;", ':11', ";'-;. ,!."" "!i" ,If_ ~ ~!'t.ll .;l~::~ .,:~,:< .;.... '.~" ....~.., ..... €;,: "'It ,.J;"j "t:;. :~ i: ;'1 r--:" . ::)...... ;0, ...... :.. '''o! '.J .~ , ~./) I ~~~\@f:. h.;" ~- '-0 73 f ~~ ~ \> ....... i -- FISH AND WlLDUFE SERVICE Fluridll Keys Nauonal Wildlife Refuges P.O. Box 510 Big Pine Key. Fluridil 33043 July 25, 1994 .- - - . United States Department of the Interior ~ ; Awards Program Keep Florida Beautiful, Inc. 325 John Knox Road Building M - Suite 240 Tallahassee, FL 32303-4164 I am writing in support of the nomination of John V. Larkin for a Keep Florida Beautiful Award in the volunteer category As Refuge Manager for National Key Deer Refuge I have worked closely with John over the last three years in our continuing efforts to improve water quality on the refuge. John has been especially helpful in the rehabilitation of the "Blue Hole, II a very popular pond on the refuge that is visited by thousands of tourists and residents each year. John has monitored the water quality in this pond for many years and recently developed a new method for improving water quality in the Blue Hole with the use of bacterial agents. This method is very attractive since it does not involve the use of chemicals which could adversely affect water quality, wildlife and the people who use this freshwater resource. I consider Mr. Larkin's work on Blue Hole water quality as a model of what can be done to improve' and enhance aquatic and marine resources in the Florida Keys. I strongly support his nomination for this award. Thanks for the opportunity to provide these comments. If you have any questions I can be reached at (305) 872-2239. Sincerely, cim:nfl~ Refuge Manager - EnnJronmental Tactics Iu{', 1865 O'-erseas Highway · !\larathon, Florida 33050 . .l;_~_. ':'--~_.....-.,~..--- _____'0 FLORIDA COOPERATIVE EXTENSION SERVICE UNNERSITY OF FLORIDA FOR SEA GRANT COLLEGE OF THE STATE UNIVERSITY SYSTW OF FLORIDA (j~tI SEA GRANT EXTENSION PROGRI REPlY TO: Monroe County Extension Service 5100 College Road Key West, FL 33040 305-292-4501 March 17, 1994 Dr. Daniel E. Canfield, Jr, Professor of limnology Dept. of Fish. end Aquatic Sclenc6s University of Florida . 7922 NW 71st Street Gelnevllle, FL 32606 Deer Dan, Enclosed please find a report by John V. Larkin on the rehabilitation of "The Blue Hole", a freshwater filled quarry pit on Big Pine Key. John did a remarkable job restoring this "lake" and I wanted to share his report with you. John is probably the only Iimnologist In the Florida Keys and If you ever get 8 project In this area John would be 8 good resource. John is elso interested in trylr Ig to tackle the Everglades pollution runoff from the sugar and dairy farms In the area. Can you refer us to anyone In IFAS that may be working with the farmers or are knowledgeable of the sclence/techniCfal problems that need to be addressed In this area? . J also wanted to get an update on the lakewatch initiative. I have not followed up on my letter to Rep. Saunders but I will If It might be helpful. Let me know what I can do to further our mutual Interests. cc: J. larkln COOPERATIVE EXTENSION wo~" IN AGRICULTURE, HOME ECONOMICS AND MARINE SCIENCES, STATE Of fLORIDA, U,s. n F P" "T U ~ '" T ("'\ J:'" j r- 0 ,,- I I. T I I r- C I' r ..... r- 0 A r".... t J ~ \}... ~ _ _ -. I , , , _ _ _ _ _ _ _ _. _ " ,j! " J. ROben Dean, Cl\atflT Key West Florida Keys Aqueduct Authority 17 11~ r Edward Topplno, Sr VlCe.Chillrman Key West 0. July 23, ./,J. ,7' ,"/ "''':. d,(/ dr ~,\J ~o~ f\ ?~. ~ ~,\\). " ~ ---.y~_ ~1. ~JU U "\J ..oi' . ~~~) ~ ~ UJ\ .:00, & ~ .J.jJ-; ;,... v- ~t/~ 1992 Post Office Box 1239 1100 Kennedy Drive Key West, Florida 33041.1239 Telephone (305) 296.2454 Thomas R. McDonald Seerelaty rr reasurer Tavernier Alben O. Appell Marall\on Roben R. Padron Key West John T. Doughtry Executive Director Mr. John Larkin P. O. Box 38 Big Pine Key, FL 33043 Re: LETTER OF RECOMMENDATION Dear John: Please allow this to serve as a letter of recommendation, recognizing your years of dedicated service to the Florida Keys Aqueduct Authority. Both your prior record, and the time spent under my direction reflect on your outstanding abilities, as well as your competency as a Water Utility Professional. For the record, I have found that your technical advice and assistance in water treatment and chemical processes, as well as your ability to lead and management in a stressful or crisis situation has been invaluable to me. This is also meant to serve as an endorsement of people skills, your positive attitude and your honesty. If anybody should care to confirm this letter, please have them contact me (305)296-2454. Most sincerely yours, CZ;.J;,-., Paul J. Mitchell, PE Director of Engineering and Operations The Monroe County Environmental Story r ~".~ - -~. -,. - ,~{'-~. .". ~ - p<..;. : ~ ~ l.../F""'Wt ~. ~~:;. "...This world of the Keys has no counterpart elsewhere in the United States, and indeed few coasts of the earth are like it... " Rachel Carson In the life of a wildlife volunteer might include providing slides and information to the schools and public on ways to preserve and protect our endangered Key deer; gath- ering data on visitors and passing out information about the alligators and Key De.ar at the Blue Hole; building. painting and putting together a kiosk (information booth) at the Blue Hole sit. for the public; identifying and rljmo':ing exotic, non-native plants (like Brazilian ;:>eppQr snd Australian pir'le); boating!o outlying isiends to build water holas for Ko'! deer; anCl seard'ling and idef\litying bird nests. Key De..r Reh..:g. VOlIJntgers also helped type parts of The Monro. County Enviro,..,mfjntal Story. g~~~~l::~.~, _ ,: . ~~~:;;:~:~! ~~::.;;.~~ : ' . -=-.:....a..-:-:~-..~. _'. _.-"." ._"',' , -~ -... . ..~... .p.. ..... ..,' ..~'.~ .,.- ,~" " A large volunteer group eHort occurred in the spring or 1988 when the Blue Hole, a borrow pit on Big Pine K..y, turned brown and water visibility was measurEld In indlas" This is a popular tourist area. and heavy foot traffiC on walking paths around the hole created quantities of loose sediment which washed into the hole during substantal rains. The se,;liment caused increased alg.:1e grow1h in the hole. John Larkin, a U.S. Fish and Wildlife volunteer, who is also an environmental specialist. suggest."d a process to dear the Blue Hvle using Illuminum suiphate, otherwise known as alum. Permission was secured from the U.S. Fish and Wildlife manager and t"e clean:Jp - '. ")'" -.,......., ".--., .... .. ~ Photo courtesy of The K~Tlotcr Th~ B'u~ Ho'~ cI~anup ~ff()rr of :'rlarch 26, J 988 is Jiri'cud by John [Arkin (cenur, ?ointing). S~aud b~hind John i.s Mik~ ROVlfLSky. Don M~!lg (back to camu,J) and Bob Dilion in motor boar, pour aluminum :;ulpluJu in/o lh~ Big Pine Key warer hole. All m~n ar~ Wild'if~ &fuge Volufluus began. Volunteers mixed 2,000 pounds of alum with water from the Blue Hole, and spread it throughout the pond. The solution mixed with the sediment, coagulating it at the suriace where it was skimmed off with suction pumps. An estimated 100,000 gallons of sludge (dirt and algae) were pumped out of the Blue Hole that day. The process was repeated two weeks later, again by volun- teers, and finally, atter a good rain, the Blue Hole was clear again. This eHort by U.S. Fish and Wildlife volun- teers saved the taxpayer approximately $35,000. The Key Deer Refuge Volunteers won the -rake Pride in Florida- award in 1989 for their services to the Blue Hole cleanup project, and went on to win the prestigious "T ake Pride in America- award. The exotic plant removal group has been nominated for these awards in 1990. Another outstanding yolunteer project is taking place throughout the K~ys. The Marathon Garden Club is making a diHerence in saving the queen conch. With money from a state grant .:1nd other donated services. th&)' have eructed'200 signs and distributed 500 posters oHicially warning that collecting queen conch is illegal and punishable by a $500 fine (see article on The Que.n Conch in Section IV), Many other volunteer groups too numerous to men- 1ion are active throughout the county. In $umm~tiCln, communities will always need free expertise and it is my hope that the future volunteers will be you, the readers 01 this article! RES'D:RATICN OF WATm 0 OOALITY om' A SAL'lWATER IAGXN Situated an Sugarloaf Key in the 0 ,Florida 0 Keys is a busy commercial carnwround. . The campground property adj oins and surrounds an approximate 30 acre-ft saltwater lagoon, which serves as both .a visual attraction and as a swimning hole for campground visitors. The lagoon is fed by water exchange through the coral rock strata and rainfall, with a high water discharge directly to a salt water tidal basin near the clear marine waters of the Keys. In the last two years, the lagoon became eutrophic I experiencing a significant deterioration in water 'quality due to the underground influx of excess nutrients and even coliform bacteria from the campground's !XX)rly functioning septic well/package. treatment system. These nutrients caused dramatic green and red algae blocms, increased criors and decreased water clari ty to less than 1 ft.. The. lagoon also exhibited coliform bacterial readings in. excess of 34,000 colonies per 100 rol, rraking it dangerous for swimming. . In February, 1994, .Environmental Tactics, Inc. a noted Florida Keys environmental consulting and. remediation firm, determined that the water quality of the salt water, lagoon could be improved through biotreatment of both the package treatment, system and . the lagoon itself. They selected a consortium of naturally occurring, environmentally safe saprophytic facultative anaerobes specifically to consume excess nutrients and restore water quality to surface, waters. Biotreatmen:t canmenced in M3.rch/94, with approximately 200 lbs of "Bay Blend" added to the lagoon by ooat in two doses. RESULTS Within 45 - 60 days of dosing. the lagoon and the package treatment plant/ septic well wi th rnicrobep, the water quali ty improved so dramatically as to be nothing short 'of amazing. . As derronstrated in the attached photos, water transparency increased from 6 inches to 12 feet, and both the red and green algp.l' J;:Opulation declined to background levels within the water column and on fixed. sul:merged surfaces. Further, fecal 0 coliform counts in the lagoon dropped fran' ~er 32,000 cfu/100rol to less.than 2 cfu/100 rol, making it again safe for swiIruning. "Bay Blend" demonstrated excellent performance capabilities to optimize package treatment systems, control algal IX>pulations through .nutrient'rerroval and improve . water .quality with complete ecological safety. 'No poisons., ,algacides or pesticides were used in this restoration. As a result;. no adverse .effect was noted in any aquatic species present and in fact, fish fry. populations have. increased significantly. '!his salt water lagoon in the sensitive ecosysternof the Florida Keys is again a recreational asset to the campground 'owners, thanks to gocrl engineering restoration science. . JEn~'ronmental Tactics Inc, 1865 O,-erseas Highway · I\1ararhon, Florida 33050 FROM : ~CAMP ASSOCIATION, Inc. FAX NO. : 3058720585 Jan. 20 2000 11: 34AM P2 January 14, 2000 To Whom It May Concern From: Irene Hooper, Executive Director Three years ago we engaged the services of Environmental Tactics, Inc. in a project with the Objective to restore water clarity in our boat basin, in the canal we use for teaching scuba and lifeguard training to our staff and campers, and in our seawater holding pond. Environmental Tactics provided us with containers of microbes and provided instruction to our staff for appropriate distribution of the microbes, We had no baseline data, nor did we conduct post-treatment quantitative studies. However, we made observations and noted that suspended silt was reduced and water clarity improved within a day after treatment with the microbes. Due to our observations of the positive results the microbes have effected, we continue to use these microbes periodically, per the schedule recommended by Environmental Tactics. IReNE HOOPER GRACe UPSHAW CAMP DIRECTORS C' '" ,..... ;". " ...j ~~ Officials warn: Sudbury River fish are' poisoned river ,from the reservoir in Southboro to Concord, and in area bait shops. The fishing season WAYLAND - The Board of opens Monday. Health will post signs: along the The DEQE will also recommend Sudbury River next week warning that the state Department of Public. . 'Ie that fish there are laden Health issue a health. advisory . . mercury and will cause health war n i n gab 0 u t ine r cur y problems if eaten. contamination in the fish. John Larkin, a Wayland Until the state's signs are ready, environmental consultant, told the the Board of Health plans. to post Board of Health last night that the temporar~ signs of its own-. maximum safe level of mercury in Peabody said the signs that are fish is .5 parts per million. Some typically posted, which' say that fish in the river have been found to fish in a certain location are contain mercury levels of 12 parts inedible, are inadequate because per million, he said. many people don't understand Board of Health Chairman Dr. them. Robert Wenstrop said mercury "Many people who fish on the poisoning can lead to neurological river don't speak English," she damage. Symptoms may include said. She .has suggested .,that the 10 s s 0 f b alan c e, s ens 0 r y state design an internation' sign disturbances, lack of coordination, . similar- .~o' those ,.prohibiting and loss of peripheral vision. smoking:'I)le "ined~le fish" sign The state Department of wo.uld shoW'~l!sh on a'pla~e:,withJl E n vir 0 n men tal Qua 1 i t Y kmfe and . forK 'crQ5sed by 'a slash, Engineering and the Department", in a red circle. of Fisheries and Wildlife are planning to post warnings at popular fishing spots along the By LINDA TISCHLER News Correspondent S~dbury fish, Page2B . ,- ," I . J THE MIDDLESEX NEWS Friday, March: t'U Officials warn of . . pOISonIng Sudbury fish, From IB Larkin said pe I catch a week's W~~tb f~of Boston I the Sudbury River 0 ood from Accordin to '. water quatty tar~n'd the river's sediment contains 00, but the ' leached {rom the Ny:? th~t Ashland for more th ump In F. h' an 40 yea !s Ingest smaller org' rs. pIck up the amsms that sediment, he said~ercury from In other busine representatives from Ads s , Nichols th B n erson- . e oston environmental consultants hired t . monitoring wells at the ~ d{ IIJ !an~ill, reported that the we~ ~~e ~~~ ~:dn~~~a~:~J~~~~i~ayWas resuI~ ~~p ~pects laborat~ry ~~oun give ~e b~:~~ ~~f:di~~~~ e conditIon of the groundwater. Environmenlfil engineer William ~ov:ey also ~aId people who want av~ septIc systems desi ned must file an application withg th Board o{ Health {or e testing by April 15. groundwater r .J ~ ~ :1' ~ ~ ;:t" i : ~ ~ 0- t ~ ~ l a ~.1..., ~~~~-- J~~~_",~=ca~~o ~.:-:;; E ~.... . . 5" a-=- 5'!!:.. g ~.. '" (i'! ~ - ~..S' '< Q,o"-'.Q.~= =" !.c:~:: =rOlE :O"'~' <Cor;; ~i~..8aE~~~~8"~~M~Q,~~ nMft....~a. =~..~-i~~~n~ 0 ~ ~ . a z 0' Ii .. Ii .." IS:O ZS:i'lt f !r' "" = ~ ::I.Q,!.=-" _. I -- 3 ;. ~ i ~ lil. ~ 5' 'C i Ii: i ~:dj i z s- OQ 3 !~fff[l.li'~' ls-s-It ~ 0' !!1.;':lcr'Sl;;=='2" ~!lr.. ~= 2 .~oe:~~IS-..o5' =l!'= ~ ~ a~-~e<r~~" ~~I;'~ ~ ~ I~~~_'<~~~ gi~~8 or (Ii ,.., Ci _... "ftII _ _. . ~.... I CIl mat go.c ~:; .. ~ .e II _ ;;'. z ;;-s: !I.''''!! .. l'l ==v ~= .. c: f~ '1S :- ;.-~ "'.....i....lI/ ....c::! "''''~~- _~o -....m>~"'ii;" 5:=.. c=", _~c.,..."" ~~r~~"'-~~c_ ~~~~5:~~a~~:: ;; < .." iii :;! ~ e ~ ~ .. i! = _ ~ ;a Q, ="": 'l:I c'!! a == "cEe.~.::!lil.c"" ::5'~..!"ilQ.!:""''l:I il ~ ! ~ ;. '.~ ~. ~ 2: ~ ~ 2' :l i....~ '!S.~ a. ~:;- (i' :::,""nlln.., -. =="=-1;1 ... &;"c- = . :r c "" ~ cli t ft Q,... =:::j' E .. ~ - a if ft _""'... -_ ~o... :r"'....c'" _c-C:.," ....05.~"'= :....Scr g"E ..~~_. = ~ -~<cr-=~C>-~~ ~~ ~5: ~i !~~~.~It~~=:~if~~!!1. e,e:_ li'.1';' -Q,..,ii8t: ..,i0' GQGQI!: -~~~ ~~ lf~o~i~~i~~i";~ cri ~ ~g = in-= ~ :r [- c~if~ E'" !!1.~' (i'M~ ~i~~o-cliS -Q",.., !e. C"Co=AJ;-- :;ce.~="'....:; ... <"!. ~ ' ~ _ = go ft = C S GQ = '2. E.. ~ ~ 0 ~ a. ~ :::j' ';' if ~.::! Iii',g ~ i' 0- 0' cli' :g ~ ':' a 0" - ~":E E -"8 - ~ lIOl 8- a.s....... ~!!1.e: g :1~;.ia~o:o. E.,.:r,......rt=;;Iftl5=., g- e.=..~~.,2..e. Iii'l:l Q,!;" IS- ~... Q, :::j'''8 is. =... ii f i>> 0'" 0 ",ol?~ :E"2.~l'I...=-EE c e. c: li'. !2' I!: Q, Q,d;' :! Iii I!!... E ~.... cli [=0 is' 0 Ii ~ 2. ~ :;-a:l ~ r .. CJQ ~'Oc. "'~Cfti ..... go ~. < !. 3 a e: S' E' 3 E S ~ ...M~ ~;re.s.cn Dol ~ IQ c:a~ ~ ~;.:;" :: t E Q. D: a: g. :1. IP i =3;;;~"~!"-;;' ;;'",[::: ""0...... IS= CIIl:r..' SDi:ScA- Ei"n~ -~.: a.~oa JA...lI!ii i"\:o :3._~~ ~~.. ~~~ g ~r::; i"1ii~ :rli ~:r~CP ._~ =--n ~ ~ ~ 'i~er ~. ~ g oq'<~ S" g' CD '< 5' S o "0 e;~s: ~soq ~ rt ~ :! "l ~ I 0 'I'll ~ !: ~~ [ ~ IH !: CD 0 . "" : ~ g. :I ;- ;. .5" tl~ ~l~ ~I!.ii! ii ",,;:'i ;;~~r.'g-0-5~a~e~8e ft5'J5a~'5.'~ r=3~0- i o~g!~ ~~. i B. f ~,ffa>.g ~g ~ rlr~ e: g.,~tl~=. 5'1:;'1ii ~ ~ ~ a....": Q, ft =~ f!l o ., ~ r '''I!!. c ,!!!, IS IS- cr. is.: =~lii'""ir~ nlif~' g r r::; :::j' =- .. 0" . e. -..., n ,. (i -::;~ ~.lt' . ='s'::;~ ~ aC~Q,n t""'1;,..fa>- Y' ~3lt . fa> ti>~..3Q, i! Q, .~c ~- ..~ t:' ~ ~ 5' ~ Ii l ii'! ~ ~ ~ =I~ t~[~ ~![.1 ~~.~ friiI!li:l ~ ",-g~~cli~~!!1.r::;e~!a.i~-5. cr.i~8 o 5: -...... = ft r:; ... il :0 c tl a. .. ClIQ ~...!!.lta.fl =8'" :B-C'.i~ < e:E:r :.. 5' .0 M.' a ",Jl ~ ~ l ~ ~ ~ M iii E. ~ p.: ~ ~ 2: r::; ~ C li' ""CIIl ~ 5' 3 - - 3 Q, c: 2 .. .. B- iii :: ~f~ll l~i:i.i:ii~ ls-[&.!3 ~ ~~~;! g ......::1. JCl;-... 2.3 5'",..~ ~s ~ [Il3 ~9-Q,' E c~. ~8i: = c:m.;;'e'l o a :0 ~ =' g '" i 2:~!!1. ": 5' _ 0 g 1i':E ~ '< -E""~ ft~..~"'_~ ~ ~ n=" 18i~ ~~~iS.::rif~ o~f~ glii=~~ - ~ [Il ~ GQ c' e: . ~.. ~ -,Q! Q, -Q,~:o3~~ ..- CIIl..3~ Q,c~r ~8-i~ 0.1 ~lf ~~~~ i'~~r rtl~rr~I~~~~~(~~I~I~lil ~~~.~~~.~~~~ ~.~~~~~~~ ~~ e. _GQ s- ., ft Q.'l:I ~ ~ O'.z: I:; t:l g < ~ c: ;: '" Jlf~l~s-~~:~tE!8-!~.~fr~,r rg.:. i' ~i ~ a if e,i[=. [Il~ 5'~t:l....€.": ~WCJQ'~ ~~C~~ ~=. ~ ~~o~. lG'2;:. 2.;;" ~ a.-' ..: =-;:1 er~.o~ii!" EO"a.i ~~_ .a-s ~ ~ = a, 10 Iii[ll~ s-~ . ~~~ i~ ilii ~ a~"~~"'r~~~ ~ ~ ~ ~!. ~ ~ ~ ~ ~ ~ ~ i ~~ i.. i e: ~",:r' ~",a.lt';ii ... :l!!' ;;.'i-~;: .. ~s~ 2~EQ~~ 2.:~ ...~~~ i _ ~ c'l;glt'S.::I C;:" c~~.. ~i'2..!i'cpi5:~i&ol 5tp;:: =:'~c1 0 '< g M'1 ::J. <: --a .., o :J 3 CD :J .... C -- -. (/) .... .... ct> -- -- (/) -n o >< C- O .., o .., ct> (/) ct> .., <: o -. .., to .., o c: -C ..... 0- (0 (t) ...... i!' t !' -. { ..... i' -.I ~ <: f 2..i <: -~ (t)i o..f . r;~ At a ... -- . ~ --f ~ e. '" g; ~ Q, .. ~ ~ ,. .'< ~ ... ~ g: " i~-'" . 'Pond treated with stopgap measures WAYLAND - It would cost up to lD1Ilke1y that we will let that ldnd Sudbury's Elbanobscot Envtronmen- of LarkiD's study In their continuing ''1,000 to permanently control veg- of money," he said. "I would esti- tal Center, Larkin has found algae eUorts to Impl'OW the health and jve growth in Dudley Pond, but mate that It would take about "blooms" in uteDatve areas of the aesthetic condWoas of the pond a dearth of government fUnding is $500,000 tQ clean up Dudley Pond pond - an indlcation that such nu- AS a result of alarming' and limlt1ng environmentalists to stop- alone." trients as phosphates aud nitrites confusing -bleb col1form bacteria gap measures, To accomplish this, DEQE would are entertDg the water at a b1gb coimts from board tests earUer this ' Last week, the state Department Ute to get Wayland interested in rate. summer, board members bave of E n vir 0 D men ta I Qua 11 t Y conducting studies of conditions on BoscJ1ettl said that a comprehen- expanded their program of pollution Engineering <DEQE) awarded a the pond in order to harness some stve study would help clear up re- testing on the pond and have $1,749 contract to Aquatic Control of the funds that may become avall- currtng questions about the source conducted spot-testing of septic sys- Technology, Inc. of Wayland, for able under the Water Pollution Con. of the pond's hIgh level of nutrients. tems for leaks. chemical treatment of the pond. 0 trol Act. "RIght now, we don't know If It's The more pennanent methods of According to DEQE offIcIal Mario ~"We bave talked to John LarkIn coming from natmal run~ff or weed control would last about five Boschetti, Dudley Pond was treated about the work he bas been doing from septIc tanks along the abore, " to 10 yean, Boschettl said. last Wed.aesday with the compound, on the pond, and we're IDterested ID be sald. "What we would lIke to do Dredging would remove the aquacfne, ID the second year of a gettIng a copy of bls f1Dal .rt." Is establIsh a nutrient budget for pond's thIck layer of mud _ Larkin three-year program to combat the BOIcheW said. the entire pond." estimates It Is nlDe feet thIck in algae and other submersed weeds. ~ Larkin, a resident ot Dudley ~Larldn said recently that he bas spots _ which serves as a breedlng The problem Is a recuning ODe on Pond, bas spent the past six months observed a burst of new algae place for the nutrients. Dudley Pond and other ponds In the research1n1 the pond, IDcludini Its growth after a peJ10d of heavy raJn, DEQE Is currently IDvolved wttb area, and what Is really needed is nutrient level, aquaUc growth, ftsb supporting the theory that nutrients a dredgIng program at Snake Brook some long-term methods, Bosc:hetti ute. His findings have ralsed ques- from outside areas are being where It enters Lake Coch1tuate, said. tions among town residents about washed IDto the water. but efforts so far bave been un.sue- "We could use about $1 mWion to pollution ID the pond. The Wayland Board of Health Is cessful at removing the .timatee! do a good job on the ponds, but It's As part of the study supervised by 0 ~ Interested ID U81ng the results nine feet of mud. -jcr'78 Vv\.,,~ '::10:. ~ c.. "'-_ ~I~ .\J. ~ Why is Wayland pond polluted? By PATRICIA HYDE . orne News Staff ~. WAYLAND - John Larkin Is trying to get to the bottom of the pollution problem that is plaguing Dudley Pond. o AJUlQugh the symptoms of Dudley Pond'. pollution are now being treated, Larkin said this week he hOpes that his current six-month study wUI help to locate the methods and fundIng needed to clean it up once aud for all. Since April, Larkin. a Ceta employee working under Sudbury's Elbanobscot Environmental Center, has been conducting a survey of all the ele- ments Involved in the health of the 8O-acre pond. Results wiD be published under the stale DivisIon of Water Pol- lution's Lake Classiflcation Program. This program aims to complle exten- sive scientific data on all publ1cly- owned fresh water lakes and ponds In the state. with an end goal of devisIng. steps that will restore and preserve waterquaUty. The amount of attention, In terms of finandal aid, that will be directed toward attacking water pollutIon Is largely determined by the program's "severity point" Index. Larkin places Dudley Pond's index between 12 and 15 points, with 18 being the highest. Larkin Is in the ideal position to do the pond probing. He was raised on the shores of the pond and recently returned to live In the house that his father built on DUdley Road. A committed environmentalIst, Larkin can be seen rowing his boat around the pond, mapping the types of aquatic plants it fosters, measuring the depth of cl~rlty in the water . . FDEP AND DOH APPROVED QUALITY ASSURANCE PLANS PUBLIC RECORD FILE Comprehensive QA Plan Data Query Results Direct from QA TS database QAPhH~ Pian Titie Capnbiliry Stafus 940217 ENVIRONMENTAL TACTICS- FIELD GRANTED MARATHON FULL APPROY AL Search has retrieved 1 plans. Last updated: April 01. 1999 http://www.dep.state.fl.us/labs/cgi-binlqap/compora2.asp 4/13/99 Page 22 of 51 940263 FIELD GRANTED FULL APPROVAL ENVIRONMENTAL SOLUTIONS-STEINHATCHEE 990186 FIELD GRANTED FULL APPROVAL ENVIRONMENTAL SYSTEMS MANAGEMENT-APOLLO BEACH 910054 FIELD GRANTED FULL APPROVAL ENVIRONMENTAL TACTICS-MARATHON 940217 FIELD GRANTED FULL APPROVAL ENVIRONMENTAL TECHNOLOGIES GROUP-TAMPA 980063 FIELD GRANTED FULL APPROVAL ENVIRONMENTAL TESTING & CONSULTING-POMPANO BEACH 970130 FIELD GRANTED FULL APPROVAL ENVIROSOUTH TECHNOLOGIES-LAKELAND 990138 FIELD GRANTED FULL APPROVAL ENVIROSPEC-LANTANA 960008 FIELD GRANTED FULL APPROVAL ENVIROTRAC LTD-TAMPA 960131 FIELD GRANTED FULL APPROVAL ENVIROW SCIENCE AND TECHNOLOGY-TAMPA 960076 FIELD GRANTED FULL APPROVAL EPAC ENVIRONMENTAL SERVICES-POMPANO BEACH 880915 FIELD GRANTED FULL APPROVAL ERM-SOUTHEAST INC-TAMPA (FORMERLY ERM-SOUTH) 860025 FIELD GRANTED FULL APPROVAL ESCAMBIA COUNTY NEIGHBORHOOD AND ENVIRONMENTAL SERVICES 990137 FIELD GRANTED FULL APPROVAL ESCAMBIA COUNTY SOLID WASTE MANAGEMENT DIVISION-CANTONMENT 980149 FIELD GRANTED FULL APPROVAL ESCAMBIA COUNTY UTILITIES AUTHORITY-PENSACOLA 860132 ANALYTICAL GRANTED FULL APPROVAL ET TECHNOLOGY-TAMPA 980002 FIELD GRANTED FULL APPROVAL EVANS ENVIRONMENTAL & GEOLOGICAL SCIENCE & MANAGEMENT-MIAMI 930184 FIELD GRANTED FULL APPROVAL EVERGLADES LAB-WEST PALM BEACH 870108 FIELD AND ANALYTICAL GRANTED FULL APPROVAL EXPONENT-LAKE OSWEGO OR 990147 FIELD GRANTED FULL APPROVAL FACILITIES & ENVIRONMENTAL CONSULTANTS-ALTAMONTE SPRINGS 930257 FIELD GRANTED FULL APPROVAL FAU DEPARTMENT OF OCEAN ENGINEERING-BOCA RATON ftp://quasi.dep,state,f},us/pub/assess/lists/approval.txt 1/31/01 880166 FIELD AND ANALYTICAL GRANTED FULL APPROVAL ANDERSON COLUMBIA ENVIRONMENTAL CONSTRUCTORS INC 890529 FIELD GRANTED FULL APPROVAL ANDREYEV ENGINEERING-WINTER PARK 950243 FIELD GRANTED FULL APPROVAL AOC-FLORIDA PLANT (FORMERLY ALPHA OWENS CORNING LABORATORIES)-LAKELAND 980160 FIELD AND ANALYTICAL GRANTED FULL APPROVAL APEX ENVIRONMENTAL ENGINEERING & COMPLIANCE-ORLANDO 970064 FIELD GRANTED FULL APPROVAL APOLLO ENVIRONMENTAL-GIBSONTON 910261 FIELD GRANTED FULL APPROVAL APOPKA CITY WATER RECLAMATION FACILITY-APOPKA 930293 FIELD AND ANALYTICAL GRANTED FULL APPROVAL APPLIED ASSOCIATES INTERNATIONAL-CASSELBERRY 910250 FIELD GRANTED FULL APPROVAL APPLIED EARTH SCIENCES-POMPANO BEACH 860104 FIELD GRANTED FULL APPROVAL APPLIED SCIENCE & ENGINEERING-PALM BEACH GARDENS 990031 ANALYTICAL GRANTED FULL APPROVAL APPLIED TECHNOLOGY & MANAGEMENT-GAINESVILLE 920301 FIELD GRANTED FULL APPROVAL AQUA PURE WATER AND SEWAGE SERVICE-SILVER SPRINGS 890398 FIELD AND ANALYTICAL GRANTED FULL APPROVAL AQUA TECH ENVIRONMENTAL LABORATORIES-MARION OH 920328 ANALYTICAL GRANTED FULL APPROVAL AQUA TERRA INC-MIAMI SPRINGS 940024 FIELD GRANTED FULL APPROVAL AQUAGEO-ORMOND BEACH 960095 FIELD GRANTED FULL APPROVAL ARCADIS GERAGHTY & MILLER-TAMPA 860091 FIELD GRANTED FULL APPROVAL ARDAMAN & ASSOCIATES-ORLANDO 900305 FIELD GRANTED FULL APPROVAL ASC GEOSCIENCES-LAKELAND 940061 FIELD GRANTED FULL APPROVAL ASH ENGINEERING-TAMPA 960101 FIELD GRANTED FULL APPROVAL ASSET RECOVERY GROUP-COCOA 970012 FIELD GRANTED FULL APPROVAL ASSOCIATED SCIENCES CORPORATION-ST AUGUSTINE ftp://quasi.dep.state.fl.us/pub/assessllists/approval.txt Page 4 of 51 1/3 1/0 1 Environmental Tactics bc. P.O. Box 38 · Big Pine Key, Florida 33043-0.03.8 FEE SCHEDULE 2001 COIlSJdUD.g .t'~ Senior Scientist Principal Consultant Marine Engineer Prlncipal Biologist Senior Ecologist Professional Engineer BIOlogistlEngineer II Biologisuengineer 1 Computer Oraphics Technician Secretarial Setvices Adminlstrative Services $125,00 per hour $125.00 per hour $100.00 per hour $105.00 per hour $ 90,00 per hour $ 85.00 per hour $ 75.00 per hour $ 55.00 per hour $ 45,00 per hour $ 25.00 per hour .$ 50.00 per hour Construction Manager Field Supervisor Project Foreman Equipment Operator Field Teclmician II Field Technician I 75 - 85 65 - 75 55 - 65 45 - 55 35 - 45 25 - 35 Draftsperson Computer Te61mician/Programmer Clerical/Report Production 30 - 40 30 - 40 25 - 35 Project Expenses and Supplies: All project related expenses are chargeable at cost plus ten percent (10%) and include travel costs, living expenses for personnel required to be away from their home office in connection with a specific project, rental cars, long distance telephone calls, reproductions, prints or reports, shipping costs, expendable sup.plies and specialized equipment purc~ased specifically for a project and premiwns for insurance required by the client in addition to normal coverage. SubContracts: Subcontractor charges and costs of specialized equipment necessary for the work togethe.r with any other costs not associated with normal overhead are billed at cost plus fifteen percent (15 %). Terms: Due upon receipt of invoice. A finance charge of one and one-half percent (1.5%) per month will be charged on accounts more than 30 days past due. .' STATEMENT OF QUALIFICATIONS To County of Monroe, Florida For Comprehensive Master Plan Addressing Methods of Improving Water Quality in Residential Canals in the Florida Keys From Dr. Curtis J. Richardson Director Duke University Wetland Center , Durham, North Carolina 27706 and Field Station, Loxahatchee, Florida (Phone 1-919-613-8006, e-mail curtr@duke,edu) And KCI Technologies Tampa, Florida and Raleigh, North Carolina January 31,2001 " Approach Our approach will consist of three major steps designed to address the objectives (below), The first step will be to assess the water quality data that is currently available on canal systems in the Florida Keys. This will include a random survey of canals over the region. These data will be entered into a GIS database in order facilitate a county-wide perspective on canal systems, In the second step, we will monitor a subset of canals that are chosen based on the information obtained in the first step. Selection criteria will include a measure of how representative a canal system is of the region and whether or not there is water quality data available for the canal system from previous studies. We will measure a suite of relevant physical and chemical variables, In addition, we will select variables that allow us to gain insight into the relative contributions of storm water flow and septic tank inputs to water quality degradation in canal systems. In the final step of our approach we will assess remediation techniques for storm water and septic tank treatment, This will include a review of new techniques, such as recirculating sand filters, anaerobic upflow filters, peat filters, wetland systems and mound systems (Center for Watershed Protection, 1999). We will evaluate the effectiveness of unplugging canal systems and the effect of future development on water quality in unplugged systems using a GIS model. This will allow us to determine whether unplugging will be a practical, ongoing solution to ameliorate water quality degradation in these canal systems. Research Objectives 1. We will provide a general inventory of canal systems by randomly selecting canals of the three different types over the Keys region. Emphasis will be placed on the areas with major development and highest density of canals. In addition we will also focus our attention on the Sunset Acres canal system, the locale for Objective 4. For these survey canals, physical measurements such as size, depth profiles, temperature, turbidity, and light attenuation will be made. Other measurements such as nutrients (total phosphorus, soluble reactive phosphorus, total nitrogen, N02-N, N03-N, ~-N and major cations), pH, salinity, and DO may also be taken as well depending on time and budgetary constraints. - We will compile and assess existing water quality data for the canal systems. This would include data collected by the EP A, studies conducted by the Florida DER, the Florida Department of Pollution Control, and data from the Florida Bay Watch program. Besides allowing us to compare current water quality to historical water quality, this strategy will allow us to make better decisions concerning the choice of canals to study and the most important parameters to analyze. If feasible, canal selection for the comprehensive monitoring program will include canals for which we have historical water quality data. For 1 instance, Kruczynski (1999) points out that the Sumrnerland Key Cove was assessed in the early 1970's and had excellent water quality. However, development in this area had only just begun at the time of sampling. Environmental sampling today would reveal the effects of both time and increased development. A canal from Sunset Acres will also be included in this portion of the study so that data may be used in conjunction with objective 4. These data along with any data we collect in the random survey will be entered into a GIS database. We will use existing GIS coverages of topography, land uselland cover, and planimetrics to build a GIS mapping/database structure for data manipulation and storage. This will allow for a more sophisticated analysis of the water quality data. Canal systems will be placed into one of three categories: 1) elevated nutrients 2) moderate nutrients, and 3) low nutrients. This type of analysis will facilitate the ranking of canal systems specified in the third objective, In addition to examining water quality data available for the canal systems, we will also assess the data available for surface waters adjacent to the canal systems. This would include an examination of the water quality data collected as part of the Water Quality Protection Program. Statistical analysis of these data may provide insight as to how the canal systems affect adjacent surface waters (as relates to objective 4). 2. We will provide comprehensive monitoring following a strict FDEP QAlQC plan (Duke University is a FDEP certified lab), of up to ten canals per each of three types: flow through canals, dead-end canals, and plugged canals for a period of one year. Specific site selection and total number of canals will depend upon the results of the first objective, Three sampling stations within each canal will be established, This will be particularly important in the study of dead-end canals, as we will be able to assess changes in water quality between the dead-end and the mouth. At each sampling station, we will sample at two depth intervals to assess vertical stratification. For each sample a total of three replicates will be taken, for a total of 18 samples per canal per sampling date. Sample parameters will include temperature, light, DO, turbidity, light attenuation, pH, salinity, nitrate, nitrite, ammonia, total phosphorus, ortho-phosphate, chlorophyll a, sulfur, cations, and fecal coliform, 3. We will provide a thorough examination and discussion of the feasibility and costs associated with alternative methods that can be used to improve water quality in unplugged canal /' systems. This will include an analysis of methods and associated costs to upgrade wastewater treatment and disposal systems, backfilling of canals, flushing of channels, installation, maintenance, and effectiveness of aeration devices, stormwater controls, weed gates and other factors, We will assess the feasibility of using wetland filters, and other new technologies, such as recirculating sand filters, anaerobic upflow filters, peat filters, and mound systems to mitigate wastewater nutrients (examples of this type of information can be found in Figure 1 and Table 1). Various stormwater best management practices (BMPs) 2 designs (bioretention, wet detention, filters etc.) will be evaluated based on topography, soils and space constraints. A GIS model will be used to rank and prioritize canal systems based on water quality data and GIS-derived development status criteria where applicable. Prioritization of canals for future work will be based on feasibility, cost, development potential and probability of success of improving water quality using storm water BMP's, innovative septic technology, and physical alteration of canal morphology, Conventional system with alternating absorption fields (-~ ~ T_ /! .;~ Conventional system with serial distribution on sloping field AbIorplion IleId ~ -~~~ ( -~ /-... " Drap bo_ Mound system Constructed wetland Figure 1. Examples of alternative treatment systems from The Center for Watershed Protection (2000), 3 Table 1. An example of treatment effectiveness and estimated costs of different sewage technologies from The Center for Watershed Protection (2000). Onsite wastewater Disposal practice A verage Effectiveness (system reductions) Cost* TSS BOD TN TP Pathogens Capital Maim. (%) (%) (%) (%) (Logs) ($/House) ($/Year) Conventional Septic System 72 Mound System NA Anaerobic Upflow Filter 44 Intermittent Sand Filter 92 Recirculating Sand Filter 90 Water Separation System 60 Constructed Wetlands 80 45 28 NA 44 62 59 92 55 92 64 42 83 81 90 57 3.5 NA NA NA NA 80 3.2 80 2.9 30 3.0 NA 4.0 4500 8300 5500 5400 3900 8000 710 70 180 NA 275 145 300 25 *shown in 1988 equivalent dollars; an average household with 4 occupants was assumed, 4, The final phase of the project will involve a demonstration project on a canal system that was recently unplugged to determine whether unplugging resulted in an improvement of water quality. If no prior water quality data are available for the unplugged canal, it may be recommended that a new canal, for which such data exists, be unplugged. This will allow us to effectively evaluate the effects of unplugging on water quality by comparing pre- and post unplugging water quality data. We will use a GIS model to determine the effectiveness of unplugging canals on a regional scale, Special attention will be given to the effects of future development on water quality of unplugged systems. Mallin et al. (2000) found in a study of five estuarine watersheds in North Carolina that strong relationships exist between percentage watershed imperviousness and mean estuary fecal coliform abundance. If requested, a simple GIS model can be constructed to facilitate prediction of impacts to water quality based on future development trends, This model could be used to perform sensitivity analyses, using specified water quality parameters, for various future development scenarios. Adjacent surface waters to the unplugged canal will be studied in order to determine whether unplugging has an adverse affect. We will include recommendations concerning additional action required to improve water quality of that particular canal system, 4 The Duke University Wetland Center Qualifications The Duke University Wetland Center (DUWC) conducts, sponsors, and coordinates research on critical wetland and estuarine issues. The Center brings together scientists from around the world to focus attention on environmental research of both regional and national interest. Curt Richardson, the director of the Duke University Wetland Center, has conducted research in South Florida and the Everglades for over 15 years. Facilities The Wetland Center is housed on the main campus at Duke University in the new (1994) 300,000 square foot Levine Science Research Center. Part of the Nicholas School of the Environment, The Duke University Wetland Center supports a well-equipped analytical laboratory for environmental testing purposes (Table 2), The Center has chemical analysis labs, an ultra-clean room, microbial labs with two laminar flow hoods, dedicated radioisotope facilities, and a state of the art ultra-clean lab for trace metal analysis, In addition, the Duke University Wetland Center maintains a field station with laboratory facilities in Loxahatchee, Florida, near the Everglades Water Conservation Area 2A (WCA-2A) and Everglades Agricultural Area. The station has an airboat and three field vehicles, The lab has sample preparation areas, a spectrophotometer, a centrifuge, a drying oven, freezers, refrigerators, D.O., pH, and redox meters, Hydrolabs, and deionized water, Table 2. Major equipment at Duke University Wetland Center. Total Hg analyzer (dual amalgamation) with Tekran atomic florescence spectrometer 1 Beckman LS 6500 Scintillation Counter 1 Dionex model 500 ion chromatograph w/columns for organic acid separation and in organic ions 1 Bran-Lubbe TRAACS 800 autoanalyzer 1 Carla-Erba 1112 Flash CHN Analyzer 1 Perkin-Elmer 5100 atomic absorption spectrophotometer with Zeeman furnace 1 Hewlett Packard gas chromatograph (model 5890-A) 1 Shimaclzu TOC 5000A analyzer for DOC and inorganic C analysis 1 EG & G Ortec Gamma-X HPGe gamma detector and alpha detectors e37Cs and 21Opb) 1 Lachat Quick Chern 8000 1 DU-64 Spectrometer Titrator, pH meters, DO meters, conductivity meter. 5 QAlQC DUWC has worked extensively with the state of Florida on water quality issues in the Everglades. The Center has a Comprehensive Quality Assurance Plan (CompQAP #950381) approved by the Florida Department of Environmental Protection (DEP), Our QAlQC Officers have in-depth knowledge of FDEP standard operating procedures (SOPs) and have prepared Quality Assurance Project Plans and Research Quality Assurance Plans for our research in South Florida. For instance, DUWC complies with the DEP sample custody and documentation requirements. The DUWC also participates in the inter-lab water quality analysis for the state of Florida. The following sections outline our data management protocols. Data Reduction Data reduction is completed on data generated from laboratory and manual analyses using: 1) the processing programs inherent in the lab instruments; and 2) spreadsheet programs developed by laboratory personnel which convert raw data to the appropriate final units. Data retrieved from electronic field monitoring units are reduced by the data manager using computer programs specifically developed for that purpose. Reduced data files are reviewed by the laboratory analyst and electronically posted in the Wetland Center information management system. Raw data, field records and sample information are not reduced. These data are placed in storage in the Wetland Center data archives. Integrity Verification and Validation All data generated by the Wetland Center are subjected to a minimum of three data review phases in the validation process. Sequentially, the data are reviewed by the following staff members: laboratory analyst, data manager, and principal investigator. The laboratory analyst is responsible for verifying the integrity of the data that he or she generates. This includes monitoring raw data entries and calculations, comparing final data files to raw data, performing equipment calibrations, and implementing daily QAlQC procedures, Outliers or other potential errors identified by the analyst in the data review process are treated by re-analyzing the problematic sample. As each data set is generated, the analyst posts the resultant data file in the Wetland Center information management system. Once the data file is posted, the data manager submits each file to electronic review using a series of Visual Basic programs written for each data set. This process identifies and flags outliers, data reversals and other questionable data points, based on historical information for that data set. 6 The data is then reviewed by the principal investigator, and evaluated in the context of his or her knowledge of the sample and historical perspective on the study variables. This includes review of field and laboratory QC data, review of sample documentation and review of the resultant data file. Final assessment of the data is ultimately the responsibility of the principal investigator, who validates the data or determines that re-sampling is necessary. After all phases of data validation are completed, field records, raw data and converted data files are stored in the Wetland Center data archive by the data manager. Analysis and results data sets are merged into the Wetland Center database, and selected data sets are placed on the Wetland Center FTP site for public internet access. Data reporting The Wetland Center database contains a series of standard reports for each data set that can be generated by the data manager upon request. Selected data sets are available online via anonymous FfP. A list of available data sets can be requested by sending an e-mail message to curtr@duke.edu that contains your e-mail address, your business affiliation and a brief description of your request. All final reports are produced by the principal investigators for a specific project. The PIs have the ultimate responsibility of submitting correct data to the client. Data storage All Wetland Center data are archived in triplicate. Data sets are stored in hard copy, tape and file server fonnats. Original hard copy documentation, such as field records, raw data print outs and sample logs, are bound in notebooks and stored in laboratory files, Electronic copies of this documentation are stored on magnetic tape in the Wetland Center data archives along with the data files for inactive projects. Active project data files are stored in the Wetland Center database. This database can be accessed on two computers in the Wetland Center. One machine is located in the laboratory computer cluster, and can be accessed only by laboratory analysts, the data manager, and the principal investigators. New data files are electronically posted to this machine as they are generated. The other database computer is located in the data manager's office, which is locked during periods of inactivity. This machine can only be accessed by the data manager and the Wetland Center Director. Every evening, the database on the laboratory computer is backed up to the network file server. The database is then downloaded from the network to the data manager's computer, resulting in a continuum of three protected online copies of the database. 7 The database is archived to tape storage weekly. All electronically archived records are stored in a fireproof safe in the Wetland Center lab, An index to archived files is kept in the safe. Archived data from all projects will be maintained a minimum of five years after a project becomes inactive. . Research and Staff A chart of the current DUWC staff is presented in Figure 2. The director of the wetland center, Curtis Richardson is an internationally acclaimed wetland ecologist and biogeochemist who has published over 200 papers and reports. He was recently named a fellow of the Soil Science Society of America. The honor is the highest bestowed by the society. Richardson is an expert on the biogeochemistry of phosphorus in wetland ecosystems around the world and particularly in the Everglades, He has directed a major Everglades research program for over twelve years, and has worked extensively with Florida state agencies. (See attached C.V.) Jacqueline Huvane, has a Ph.D. in ecology. She has been a member of the DUWC team for the last three years. Her main research has focused on a study of diatoms and water quality in Florida Bay. This study has included looking at changes in diatom distributions and how they relate to changes in salinity, nutrients, and seagrass cover in both the present and the past. Previous research has included studies of the effects of climate change and acidification on aquatic ecosystems. (See attached C. V.) Lisa Blumenthal serves at the Research Administrator of DUWC. Blumenthal oversees the administration of the Wetland Center's operations in Durham and Florida. She serves as the liaison for academicians, students, conservationists, and corporate and government officials to coordinate research on critical environmental issues. She also manages the center's public relations activities, including publications such as the annual report and newsletters. Paul Heine has served as the Laboratory Administrator since 1989. Heine is responsible for overseeing all aspects of lab operation, including employee supervision, student training, instrument maintenance, data review, expenditures, purchases, alterations, and inventories. He is experienced in methods of total elemental analysis in soils and plants, atomic absorption spectrophotometry, and protocols related to quality assurance and quality control. He is the Duke Wetland Center QA/QC officer. Jeff Johnson is manager of the Duke University Wetland Center field station in Florida, where he is responsible for the operation and maintenance of the lab facility and the phosphorus dosing study as well as technical support to Duke PIs and graduate students, He is also the QA/QC officer of the Florida lab. He has been involved with several other Everglades research projects, including gradient macrophyte surveys, fertilizer and disturbance studies, hydrological analyses, and the low-intensity chemical dosing study. He is an expert in water quality sampling protocols in the field. 8 Mengchi Ho is the DUWC Data Manager/Statistician. He has a Ph.D. in Ecology from Duke University. Ho returns to Duke from Harvard University, where he was a Statistical Data Analyst for the School of Public Health, In addition to being the Wetland Center's main liaison with the NSOE programming personnel, he provides statistical and graphical analyses in support of the center's research as well as technical guidance to faculty, staff, and students. 9 Figure 2. DUKE UNIVERSITY WETLAND CENTER QA/QC Organization Chart Director Curtis J, Richardson ~i'ic..-- :.:,. "''';''-J:' ~~,,~ 'y\,,' , '-:f ".,..-:,:,-," ''YL-i.;,:~:1~;; ~;r.~~,;,,~",.. '; ; 'ii',.',,-', " ,'; /. - ;,- , '''' ,',' - - DUkeCampus.'::',I>; :-~~",_fjtr~,,,, ;-7 ~ :' ~' , ~ .,< ,:.,',,':' ';-' - :,R~rh~"'!l,;;~~~:J:~~7~~~~>~\}1~-~ "~'~;,~~.'~" " . [--.-------...................................................................................................'..'.............................'.....'...........:::'::;..............'..: Jeff Johnson -, QAlQC Officer ',' , '. ," 'Paul Heine ":~ ~ Field Station Loxahatchee. FL ,.-.~..... '"'" "'- ~ --~~ ~ '-~ ,.._",-,.....- ... y~ - ~_.... ~'~:~:..,~~arch,and ,~ " .' ~.,'~.'.~T 'Ctl' "F 1...1.... '0'", oY.~;Ao1 \'; '. ea . ~r.g. ,~~ ~,:i" '.: 'i..: NEAL FlANAGAN, Ph.D. w.... re_... Research and Teaching Faculty JACKIE HUVANE, Ph.D, -- CURT_1UOWlD8oN. PlLD. p..... ~ p, V, --AR.PlLD, -. p, V. 8UNDARESHWAIl, Ph.D. -- Field Stat/on Manager ~~" ~~'~'*1~:.;..r~~;:iJt::.~~~~ :(~. '-~ : Graduate ~udents: i;~_.~ r~~~ 'it::_ c' ~ ".-", " <~,..lt .,..:..-:~~p.L.:.~ :'"':". :~1 llANO\' NEIOH8ARoER, Ph.D. ....- JEFF .IOtlNION...... ,.... - ........ OIlEo 1IIIUUlND, Ph.D. ..-. ~ ..-... PAUl. HEINE. 8.8. ---- oIUUE RICE. 8.8. II'- ......._~ TROY IIOOEAS,II.& r:...,..........~ WU W1LU8. 8,8, ~,... .........,. Research Technician Loxahatchee .....TT HANCHEY, Ph.D, _1cIII1. We_ ..-..... AY AN KINO. Ph.D. OIMdkIlIle "-- EVIE TURLEY,II.E.II.__ -- "- V_, 8.a. -- -- Research Activities at DUWC DUWC faculty and staff have been working on environmental issues in South Florida since 1985. DUWC has published numerous reports and papers on water quality issues, including phosphorous storage rates, plant and animal response to P concentrations, P- removal techniques via low intensity chemical dosing, and recommended P threshold level for the Everglades (see attached publications list), Over $10,000,000 of research has been funded over the past 10 years by Florida's Everglades Agricultural Area Environmental Protection District and FDEP and EPA 319 funds. These funds have supported research by over 10 Ph.D. research faculty, 3 MS research associates, 5 research technicians, 10 student theses, and more than 20 student research assistants, The DUWC has submitted 40 papers to peer reviewed journals for publication, published 10 annual reports, and presented over 80 scientific addresses and presentations. Research has emphasized experiments with controls versus observational data. Our studies have encompassed long-term experiments (years vs. months or days) as well as different scales of research (lab, microcosm, and field). Four central questions have been addressed: 1. What are the effects of increased nutrients and hydroperiod alterations on the native plant and animal communities in the WCA's? 2. What is the long-term nutrient storage of the WCA's? 3. What are the effects of water level and hydroperiod on ecosystem structure and function? 4. What ecological criteria can be used to determine the P threshold for maintaining Everglades Ecosystem structure and function? DUWC has collected and analyzed over 20,000 water samples from the Florida Everglades and Big Cypress. In addition we have conducted extensive surveys of macrophytes, pollen, periphyton, diatoms and benthic invertebrates. Representative Projects Conducted by DUWC The modern diatom flora of Florida Bay. J.K. Huvane. Funded by the U.S. Geological Survey. A study of the modem diatom flora of Florida Bay, involves the examination of diatoms from surface sediment samples and from samples of seagrass (Thalassia). Samples were collected from 26 U.S. Geological Survey sampling sites in Florida Bay (see http://fIaecohi st.er.usgs. gOY Idatabase/). 10 To date several diatom species have been identified as indicators of salinity conditions. Other diatom species have been identified as indicators of the presence of sub-aquatic vegetation, Preliminary findings will be published in Huvane (in press). Diatoms as indicators of historical water quality in Florida Bay. J.K. Huvane and S.R. Cooper. Funded by the U.S. Geological Survey. At DUWC, we have examined diatom remains preserved in sediment cores taken from Florida Bay. Diatoms are microscopic algae that are generally well preserved in sedimentary environments and their distributions are closely linked to water quality and other environmental factors, This study has been done in conjunction with U.S. Geological Survey South Florida Ecosystem History Project. Sediment core chronologies were developed by USGS researchers through the use of radioisotope techniques (e,g. 21Opb). The top of a sediment core generally represents the youngest materials deposited and the bottom the oldest. By examining biotic and geochemical indicators found in sediment cores, it is possible to infer environmental changes that have occurred through time. Investigations of diatom indicators from sediment cores suggest that salinity has fluctuated during the last century. The data also suggest that salinity has increased in recent decades. Changes in diatom assemblages include floristic shifts related to the die- off of sea grass beds. The findings from this study will be published in Huvane and Cooper (in press). Dosing Study chemistry analysis: Six-year response (1992-1998) of Everglades sloughs to increased concentrations of P04: Operation of experimental field mesocosms and water quality analysis. C.J. Richardson, P. Vaithiyanathan, R.G. Qualls, and C. Stow. Funded by Everglades Agricultural Area Environmental Protection District (EAAEPD) This study involved the examination of the response of Everglades slough communities to increased concentrations of P04 over a six-year period. This was achieved through the operation of experimental field microcosms. A photograph of the experimental set-up is shown in Figure 3. Gradient Study. Richardson et at. Funded by EAAEPD This study examined nutrient profiles along a eutrophication gradient in WCA-2A in relation to a variety of factors. Several researchers were involved in various aspects of the gradient study, Results showed that the highest P concentrations occurred in both water and soil closest to the EAA, which decreases, to non-impact levels at distances below 6.0 km (Richardson et at 1997). 11 Diversity of macroinvertebrates was highest in the moderately enriched areas (Rader and Richardson, 1992, 1994). Diatom species diversity also showed an increase at the moderately enriched sites (Copper et al. 1999), These data follow the subsidy stress model in which communities initially respond positively to nutrient enrichment. Estimating the area affected by phosphorus runoff in an Everglades wetland (WCA-2A) 8.8. Qian. Funded by EAAEPD In this study, Bayesian kriging and universal kriging were used to estimate the area by analyzing previously collected data, The area of the affected region was represented by the integration of the indicator function over the entire wetland. Low-intensity chemical dosing experiments. Bachand, P., P. Vaithiyanathan, and C.J. Richardson. Funded by FDEP through EPA 319 Program This study investigated ways to improve phosphorous removal capabilities of constructed wetlands by in-marsh addition of chemical coagulants, and considered both the effectiveness and ecological impact of these applications. The research involved large-scale field experiments in combination with small bench scale experiments. Present and Historical Water Quality on the Cape Fear River: Effects of Lock and Dam structures. P.V. 8undareshwar, and C.J. Richardson. Funded by the Water Resources Research Institute of North Carolina. Monthly water quality monitoring of the 3 Lock and Dam sites began in April 2000, Measurements of nitrate, nitrite, and phosphorus are being analyzed in the Cape Fear River along a coastal gradient of salinity. Preliminary results show that there are marked differences in water quality at these sites. For instance, nutrient concentrations are higher at Lock and Dam #2 than at Lock and Dam #3 (located upstream of #2). Collected sediment cores from these areas are being used to assess historical changes in nutrient concentrations and water quality from the coastal plain to the estuary. 12 .... r. ., rr.; ,.; r,:; r. :E. 'J. rr.; 'J. r. LIST OF EVERGLADES-RELATED PUBLICATIONS of Duke University Wetland Center, Nicholas School of the Environment, Duke University, Durham, North Carolina 27708-0333 Updated June 2000. The Duke University Wetland Center has reprints available of published papers and annual reports. Pleb.: _ ~i1tact Lisa Blumenthal, Duke University Wetland Center, Box 90333, Nicholas School of the Environment, Duke University, Durham, NC 27708-0333, email <lblu@duke.edu>. Allow 2 to 4 weeks for delivery. A processing and duplication fee is charged for annual reports. PubUcations ~ Chiang, C.,C.B.Craft, D.W. Rogers and C.J. Richardson. 2000. Effects of 4 years of nitrogen and pho:;~, 'CUS additions on Everglades plant communities, Aquatic Botany 68:61-78. Pan, Y., RJ. Stevenson, P. Vaithiyanathan, J. Slate and C.J. Richardson. 2000. Changes in algal assemblage~.;,:ng observed and experimental phosphorus gradients in a subtropical wetland. U.S.A. Freshwater Biolog) .O:;:d- 15. Qualls, RO., and C.J. Richardson. 2000. Phosphorus enrichment affects litter decomposition, immobilization. and soil microbial phosphorus in wetland mesocosms. Soil Sci. Soc. Am. J. 64:799-808. Richardson C.J., P. Vaithiyanathan, R.J. Stevenson, RS. King. C.A. Stow. RO. Qualls, and S.S. Qian. 2000. Final Report. The ecological basis for a phosphorus (P) threshold in the Everglades: Directions for sustaining ecosystem structure and function. Duke Wetland Center publication 2000-02. Nicholas School of the Environment, Duke University, Durham. NC. 165 p. 1222:. Cooper, S. R., J. Huvane, P. Vaithiyanathan and C. J. Richardson. 1999, Calibration of diatoms along a nutrient gradient in Florida Everglades Water Conservation Area-2A, USA. Journal of Paleolimnology 22:413-437. Jensen, J.E., S.R. Cooper and C.J. Richardson, 1999. Calibration of modem pollen along a nutrient gradient in Everglades Water Conservation Area 2A, USA. Wetlands 19:675-688. Qualls, R.O. and C.J. Richardson. 1999. Decomposition of litter and peat in the Everglades: The influence of P concentration. Journal of Environmental Quality (Accepted). Qualls, R.O. and C.J. Richardson. 1999. Geochemistry and microbial availability of dissolved organic nutrients in the Everglades of Florida. Ecology (In review). 13 Richardson, C.J. 1999. Ecological functions of wetlands on the landscape. pp. 9-26. In: Lewis, M.A., et aI. (eds.), Ecotoxicology and Risk Assessment for Wetlands. SET AC Press, Pensacola, FL. 376 pp. Richardson, CJ. 1999. The role of wetlands in storage, release, and cycling of phosphorus on the landscape: A 25 year retrospective. pp. 47-68. In: Reddy, K.R (ed.), Phosphorus Biogeochemistry in Sub-Tropical Ecosystems. CRC PresslLewis Publishers. Richardson, C.J. and S.S. Qian. 1999. Long-term phosphorus assimilative capacity in freshwater wetlands: A new paradigm for sustaining ecosystem structure and function. Environmental Science and Technology 33( 10): 1545-1551. Richardson, C.J., Ferrell, O.M. and Vaithiyanathan, P. 1999. Nutrient effects on stand structure, resorption efficiency and secondary compounds in Everglades sawgrass. Ecology 80(7):2182-2192. Richardson, C.J" J. Johnson and P. Vaithiyanathan. September 1999. Quarterly Report: June 16, 1999 - September 15, 1999. Effects of Phosphorus and Hydroperiod Alterations on Ecosystem Structure and Function in the Everglades. Duke Wetland Center publication 99-03. Nicholas School of the Environment, Duke University, Durham, NC. 19 p. Richardson, C.J., J. Johnson and E.R Romanowicz. June 1999. Quarterly Report: March 16, 1999 - June 15, 1999. Effects of Phosphorus and Hydroperiod Alterations on Ecosystem Structure and Function in the Everglades. Duke Wetland Center publication 99-02. Nicholas School of the Environment, Duke University, Durham, NC. 18 p. Richardson, C.J., E.R Romanowicz and P. Vaithiyanathan. March 1999. Quarterly Report: December 16, 1998 _ March 15, 1999. Effects of Phosphorus and Hydroperiod Alterations on Ecosystem Structure and Function in the Everglades. Duke Wetland Center publication 99-01. Nicholas School of the Environment, Duke University, Durham, NC. 18 p. Stevenson, R.J. 1999. Diatom indicators of stream and wetland stressors in a risk management framework. Environmental Monitoring and Assessment (In press). Vaithiyanathan. P. and C.J. Richardson. 1999. Macrophyte species changes in the Everglades: Examination along a eutrophication gradient. Journal of Environmental Quality 28(4): 1347 -1358. 1998: Bachand, P.A.M., RO. Qualls, P. Vaithiyanathan and C.J. Richardson. Quarterly Report No.1: May 1998 - August 1998. Phase I: Low Intensity Chemical Dosing of Stormwater Treatment Areas: An Approach to Enhance Phosphorus Removal Capacity of Storm water Treatment Areas to Florida Department of Environmental Protection and Everglades Agricultural Area Environmental Protection District. October 1998. (Accompanying presentation to FOEP on October 29, 1998 at SFWMD). Craft, C.B. and C.J. Richardson. 1998. Recent e37Cs), long-term elOpb) and historical e4C) peat accretion and nutrient accumulation in Everglades peatlands. Soil Science Society of America Journal 62:834-843. Jensen, J. E. 1998. Calibration of Everglades Modern PolIen with Vegetation and Nutrient Levels in Water Conservation Area 2A. Master of Science thesis, Nicholas School of the Environment, Duke University, 71 pages. 14 McCormick. P.V. and RJ. Stevenson. 1998. Periphyton as a tool for ecological assessment and management in the Florida Everglades. Journal of Phycology 34(5):726-733, Pyle, L., S.R Cooper and J.K. Huvane. 1998. Diatom Paleoecology of Pass Key Core 37, Everglades National Park, Florida Bay, U. S. Geological Survey Open File Report 98-522, Qian, S.S. and K.H. Reckhow. 1998. Modeling phosphorus trapping in wetlands using nonparametric Bayesian regression. Water Resources Research 34(7): 1745-1754. Richardson, C.I., P.A.M. Bachand, S.R. Cooper, E.R. Romanowicz, R.I. Stevenson, and P. Vaithiyanathan. March 1998. Quarterly Report: December 16, 1997 - March 15, 1998. Effects of Phosphorus and Hydroperiod Alterations on Ecosystem Structure and Function in the Everglades. Duke Wetland Center publication 98- 01. Nicholas School of the Environment, Duke University, Durham, NC. 17p. Richardson, C.J., P.A.M. Bachand, S.R Cooper, E,R Romanowicz, R.I, Stevenson, and P. Vaithiyanathan. June 1998. Quarterly Report: March 16, 1998 - June 15, 1998. Effects of Phosphorus and Hydroperiod Alterations on Ecosystem Structure and Function in the Everglades. Duke Wetland Center publication 98- 03. Nicholas School of the Environment, Duke University, Durham, NC. 18p. Richardson, C.J., P.A.M. Bachand, S.R Cooper, E.R. Romanowicz, R.J. Stevenson, and P. Vaithiyanathan. September 1998. Quarterly Report: June 16, 1998 - September 15, 1998. Effects of Phosphorus and Hydroperiod Alterations on Ecosystem Structure and Function in the Everglades. Duke Wetland Center publication 98-04. Nicholas School of the Environment, Duke Uni versity, Durham, NC. 18p. Richardson, C.J., P.A.M. Bachand, S.R Cooper, E.R. Romanowicz, RJ. Stevenson, and P. Vaithiyanathan. December 1998. Quarterly Report: September 16, 1998 - December 15, 1998. Effects of Phosphorus and Hydroperiod Alterations on Ecosystem Structure and Function in the Everglades. Duke Wetland Center publication 98-05. Nicholas School of the Environment, Duke University, Durham, NC. 19p. Vaithiyanathan, P. and C.J. Richardson. 1998. Biogeochemical characteristics of the Everglades sloughs. Journal of Environmental Quality 27:1439-1450. 1997: Craft, C.B. and C.J. Richardson. 1997. Relationships between soil nutrients and plant species composition in Everglades peatlands. Journal of Environmental Quality 26:224-232. Lemly, D.A. and C.J. Richardson. 1997. Guidelines for risk assessment in wetlands. Environmental Monitoring and Assessment 47:117-134. Qian, S.S. 1997. Estimating the area affected by phosphorus runoff in an Everglades wetland: A comparison of universal kriging and Bayesian kriging. Environmental and Ecological Statistics 4: 1-29. Qian, S.S. 1997. An illustration of model structure identification. Water Resources Bulletin 33(4):811-824. Qian, S.S. and C.l. Richardson. 1997. Estimating the long-term phosphorus accretion rate in the Everglades: A Bayesian approach with risk assessment. Water Resources Research 33(7):1681-1688. 15 Richardson, C.J., S.R. Cooper, S.S. Qian, R.G. Qualls, E.A. Romanowicz, R,J. Stevenson and P. Vaithiyanathan. 1996-1997 Biennial Report. December, 1997. Effects of phosphorus and hydro period alterations on ecosystem structure and function in the Everglades. Duke Wetland Center publication 97-05. Nicholas School of the Environment, Duke University, Durham, NC. 691p. Richardson, C.J., S. Qian, R.G. Qualls and C.B. Craft. 1997. Predictive models for phosphorus retention in wetlands. Wetlands Ecology and Management 4:159-175. Vaithiyanathan, P. and C.J. Richardson. 1997. Nutrient profiles in the Everglades: Examination along the eutrophication gradient. Science of the Total Environment 205:81-95, !22fu Bartow, S.M., C.B. Craft and C.J. Richardson. 1996. Reconstructing historical changes in Everglades plant community composition using pollen distributions in peat. Journal of LAke and Reservoir Management 12(3):313-322. Vaithiyanathan, P., C.J. Richardson, R. Kavanaugh, C.B. Craft and T. Barkay. 1996. Relationships of eutrophication to the distribution of mercury and to the potential for methylmercury production in the peat soils of the Everglades. Environmental Science and Technology 30(8):2591-2597. 1995: Bartlett, K.B., R.S. Clymo, C,B. Craft and C.J, Richardson. 1995. Non-coastal wetlands, Chapter 6, In: Oquist, M.G. and B. H. Svensson (eds.), Intergovernmental Panel on Climate Change (!PCC) Working Group II Second Assessment Report, International Council of Scientific Unions, Paris, France. Craft, C.B., J. Vymazal and C.J. Richardson. 1995. Response of Everglades plant communities to nitrogen and phosphorus additions. Wetlands 15(3):258-271. Qualls, R.G. and C.J. Richardson. 1995. Forms of soil phosphorus along a nutrient enrichment gradient in the northern Everglades. Soil Science 160(3):183-198. Richardson, C.J. and P. Vaithiyanathan. 1995. Phosphorus sorption characteristics of the Everglades soils along a eutrophication gradient. Soil Science Society of America. 59: 1782-1788. Richardson, C.J., C.B. Craft, R.G. Qualls, J. Stevenson, P. Vaithiyanathan, M. Bush and J. Zahina, Annual Report December, 1995. Effects of phosphorus and hydroperiod alterations on ecosystem structure and function in the Everglades. Duke Wetland Center publication 95-05. Nicholas School of the Environment, Duke University, Durham, NC. 372p. Richardson, C.J., C.B. Craft, R.G. Qualls, J. Stevenson, P. Vaithiyanathan and J. Zahina. April 1995. Quarterly Report: January 16, 1995 - April IS, 1995. Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 95-02. School of the Environment, Duke University, Durham, NC. IIp. Richardson, C.J., C.B. Craft, R.R. Johnson, R.G. Qualls, J. Stevenson, P. Vaithiyanathan and J. Zahina. January 1995. Quarterly Report: October 16, 1994 - January 15, 1995. Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 95-01. School of the Environment, Duke University, Durham, NC. IIp. 16 Vymazal, J. 1995. Algae and Element Cycling in Wetlands. Lewis Publishers, Chelsea, MI. ca. nOp. Vymazal, J. and C.J. Richardson. 1995. Species composition, biomass and nutrient content of periphyton in the Florida Everglades. Journal of Phycology 31 :343-354. !22$ Bartow, S.M. 1994. Historical changes in Everglades plant community structure and composition. Master's Project. Duke University Wetland Center, School of the Environment, Duke University, Durham, NC. 26p. Chiang, C. 1994. The effects of nutrient additions on photosynthesis by cattail (Typha domingensis Pers.) and sawgrass (Cladium jamaicense Crantz) in the Everglades. Master's Project. Duke University Wetland Center, School of the Environment, Duke University, Durham, NC. 23p. Rader, RB. 1994. Macroinvertebrates of the northern Everglades: Species composition and trophic structure, Florida Scientist 57:22-33. Rader, RB. and C.J. Richardson. 1994, Response of macroinvertebrates and small fish to nutrient enrichment in the Northern Everglades. Wetlands 14(2): 134-146. Reckhow, K.H. and S.S. Qian. 1994. Modeling phosphorus trapping in wetlands using generalized additive models. Water Resources Research 30(11):3105-3114. Richardson, C.J., C.B. Craft, RG. Qualls, J. Stevenson and P. Vaithiyanathan. July 1994. Annual Report Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 94-08. School of the Environment, Duke University, Durham, NC. 368p. Richardson, C.J., C,B. Craft, RR Johnson, RG. Qualls, J. Stevenson, P. Vaithiyanathan and J. Zahina. January 1994. Quarterly Report: November I, 1993 - January 31, 1994, Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 94-01. School of the Environment, Duke University, Durham, NC. IIp. Richardson, C.J., C.B. Craft, R.R Johnson, RG. Qualls, J. Stevenson, P. Vaithiyanathan and J. Zahina. April 1994. Quarterly Report: February 1 - April IS, 1994. Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 94-02. School of the Environment, Duke University, Durham, NC. lOp. Richardson, C.J., C.B. Craft, R.R Johnson, RG. Qualls, J. Stevenson, P. Vaithiyanathan and J. Zahina. October 1994. Quarterly Report: July 16 - October IS, 1994. Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 94-09. School of the Environment, Duke University, Durham, NC. lOp. Vymazal, J., C.B. Craft, and C.J., Richardson. 1994. Periphyton response to nitrogen and phosphorus additions in the Florida Everglades. AIgological Studies 73:75-97. 17 ~ Craft. C.B. and C.J. Richardson. 1993. Peat accretion and N. P and organic C accumulation in nutrient enriched and unenriched Everglades peatlands, Ecological Applications 3(3):446-458. Craft. C.B. and C.J. Richardson. 1993. Peat accretion and phosphorus accumulation along a eutrophication gradient in the northern Everglades. Biogeochemistry 22:133-156. Craft. C.B. and C.J. Richardson. 1993. Response of plant communities to nitrogen and phosphorus additions. p. 460. In: Landin. M.C.. (ed.). Wetlands: Proceedings of the 13th Annual SWS Conference, New Orleans, LA, June 1992. SWS South Central Chapter. Utica. Mississippi. 990 pp. Rader. R.B. and C.J. Richardson. 1993. The effects of agricultural run-off on small fish and macroinvertebrates in the Everglades. pp. 462-465. In: Landin. M.C.. (ed.). Wetlands: Proceedings of the 13th Annual SWS Conference, New Orleans, LA, June 1992. SWS South Central Chapter. Utica. Mississippi. 990 pp. Richardson. C.J. and C.B. Craft. 1993. Effective Phosphorus Retention in Wetlands -- Fact or Fiction? pp.271-282. In: Moshiri. G.A. (ed.). Constructed Wetlands for Water Quality Improvement. Lewis Publishers. Boca Raton. FL. (93-05) Richardson. C.J.. C.B. Craft. R.R. Johnson. R.G. Qualls. R.B. Rader. L. Sutter and J. Vymazal. Revised April 1993. Annual Report Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion. Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 92-11. School of the Environment. Duke University. Durham. NC. 439p. Richardson. C.J.. C.B. Craft, R.R. Johnson. R.G. Qualls. R.B. Rader. L. Sutter and J. Vymazal. March 1993, Final Annual Report Appendices Volume II: Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion. Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 92-12. School of the Environment. Duke University. Durham. NC. 202p. Richardson. C.J.. C.B. Craft. R.R. Johnson. R.G. Qualls. P. Vaithiyanathan and J. Zahina. March 1993. Quarterly Report: January - March 31.1993. Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion. Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 93-01. School of the Environment. Duke University. Durham, NC. lOp. Richardson. C.J.. C.B. Craft. R.R. Johnson. R.G. Qualls. J. Stevenson. P. Vaithiyanathan and J. Zahina. July 1993. Quarterly Report: April 1 - July 31, 1993. Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 93-02. School of the Environment. Duke University, Durham. NC. IIp. Richardson, C.J.. C.B. Craft, R.R. Johnson. R.G. Qualls. J. Stevenson. P. Vaithiyanathan and J. Zahina. October 1993. Quarterly Report: August 1 - October 31. 1993. Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion. Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 93-03. School of the Environment. Duke University. Durham. NC. 13p. Sutter. L.A.. J. Vymazal. C.B. Craft and C.J. Richardson. 1993. Effects of phosphorus loading and hydroperiod on sawgrass. Cladiumjamaicense. p. 467. In: Landin. M.C.. (ed.). Wetlands: Proceedings of the 13th Annual SWS Conference, New Orleans, LA, June 1992. SWS South Central Chapter. Utica. Mississippi. 990 pp, 18 Vymazal, J., C.B. Craft and C.J. Richardson. 1993. Response of the Everglades periphyton community to nitrogen and phosphorus additions. pp. 468-472. In: Landin, M.C., (00.), Wetlands: Proceedings of the 13th Annual SWS Conference. New Orleans, LA. June 1992. SWS South Central Chapter, Utica, Mississippi. 990 pp. 1992: Rader, R.B. and C.J. Richardson. 1992. The effects of nutrient enrichment on algae and macroinvertebrates in the Everglades: A review. Wetlands 12(2):121-135. (92-04) Raikes, J.A. 1992. Effects of salinity and hydroperiod on the relative growth of sawgrass and cattail. Master's Project. Duke University Wetland Center, School of the Environment, Duke University, Durham, NC. 4Op. Richardson, C.J., C.B. Craft, R.R. Johnson, R.G. Qualls, R.B. Rader, L. Sutter and J. Vymazal. October 1992. Annual Report Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida Annual Report: Duke Wetland Center publication 92-11. School of the Environment, Duke University, Durham, NC. 441p. Richardson, C.J., C.B. Craft, RG. Qualls, R.B. Rader and J. Vymazal. March 1992. Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida Quarterly Report: January - March 1992. Duke Wetland Center publication 92-08. School of the Environment, Duke University, Durham, NC. 9p. Richardson, C.J., C.B. Craft, RG. Qualls, R.B. Rader and J. Vymazal. June 1992. Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida Quarterly Report: April - June 1992. Duke Wetland Center publication 92-09. School of the Environment, Duke University, Durham, NC. IIp. Richardson, C.J., C.B. Craft, RR. Johnson, R.G. Qualls, R.B. Rader and J. Vymazal. September 1992. Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida Quarterly Report: July - September 1992. Duke Wetland Center publication 92-10. School of the Environment, Duke University, Durham, NC. lOp. Richardson, C.J., C.B. Craft, RR Johnson, R.G. Qualls, and RB. Rader. December 1992. Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida Quarterly Report: October - December 1992. Duke Wetland Center publication 92-13. School ofthe Environment, Duke University, Durham, NC. IIp, Sutter, L.A. 1992. Effects of phosphorus concentrations and water depth on sawgrass (Cladiumjamaicense Crantz) growth and nutrient uptake, Master's Project. Duke University Wetland Center, School of the Environment, Duke University, Durham, NC. 23p. l22!i Richardson, C.J., C.B. Craft, RG. Qualls, RB. Rader and RR. Johnson. August 1991. Annual Report Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion, Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 91-08. School of the Environment, Duke University, Durham, NC. 318p. 19 Richardson. C.J.. C.B. Craft. R.R. Johnson. R.O. Qualls and R.B. Rader. September 1991. Annual Report Appendices Effects of Nutrient Loadings and Hydroperiod Alterations on Control of Cattail Expansion. Community Structure and Nutrient Retention in the Water Conservation Areas of South Florida. Duke Wetland Center publication 91-09. School of the Environment. Duke University. Durham. NC. 92p. 1990: Richardson. C.J. and C.B. Craft. 1990. Phase One: A Preliminary Assessment of Nitrogen and Phosphorus Accumulation and Surface Water Quality in Water Conservation Areas 2A and 3A of South Florida: Annual Report. Duke Wetland Center publication 90-01. School of Forestry and Environmental Studies. Duke University, Durham, NC. 149p. 20 Curtis J. Richardson Biographical Sketch APPOINTMENTS: Professor of Resource Ecology, and Director of the Duke University Wetland Center Chair, Division of Environmental Science and Policy ADDRESS: Nicholas School of the Environment and Earth Sciences Box 90333 Levine Science Research Center Duke University, Durham, North Carolina 27708-0333 Office Phone: (919) 613-8006 Social Security No: 105-34-0262 EDUCATION: B.S. State University of New York, 1966 (Biology) University of Florida, 1967 (Botany) Ph.D. University of Tennessee, 1972 (Ecology) APPOINTMENTS AND HONORS: Soil Science Society of America Fellow, 2000. Professor of Resource Ecology, Nicholas School of the Environment, 1991 - Professor of Resource Ecology, School of Forestry and Environmental Studies, Duke University, 1988-1991. Elected President Society of Wetland Scientists. 1987-88. American Men & Women of Science, 1986-. Senior Research Fellow in Applied Ecology and Forestry, University of Edinburgh, U.K., 1982. Associate Professor of Resource Ecology, School of Forestry and Environmental Studies, Duke University, 1977-87. Assistant Professor of Resource Ecology, School of Natural Resources, University of Michigan, 1972-77. RESEARCH INTERESTS: My research interests in applied ecology are centered on long-term ecosystem response to large-scale perturbations such as acid rain, toxic materials, trace metals, flooding, or nutrient additions. I have specific interests in phosphorus nutrient dynamics in wetlands, and the effects of environmental stress on plant metabolism and growth response. Major research efforts have focused on wetlands as nutrient sinks and transformers. The central hypothesis being tested is that wetland ecosystems function as natural sinks (i.e., nutrient removal systems) for downstream ecosystems. Current research activities include: 1) the effects of agricultural runoff and hydrologic alterations on Everglades nutrient cycling and storage, 2) wetland restoration and its effects on regional water quality and nutrient biogeochemical cycles, 3) development of ecosystem metrics as indices of wetland restoration success, 4) the effects of highway construction on wetland functions, 5) wetland development trends in the southeastern United States, and 6) the effects of wetland land development on regional hydrologic flux and water quality. The objectives of my field research are to test ecological principles and develop new approaches to environmental problem solving. The goal of these studies is to provide predictive models to aid in the management of ecosystems. 21 Selected Publications (from >100) Pan, Y., RJ. Stevenson, P. Vaithiyanathan, J. Slate and C.J. Richardson. 2000. Using experimental and observational approaches to determine causes of algal changes in the Everglades. Freshwater Biology 43: l- IS. Qualls, RG., and C.J. Richardson. 2000. Phosphorus enrichment affects litter decomposition, immobilization, and soil microbial phosphorus in wetland mesocosms. Soil Sci. Soc. Am. J. 64:799-808, Richardson, C.J. 2000. Freshwater Wetlands. Pp. 448-499 (Chapter 12) in: Barbour, M,G. and W,D. Billings (Eds.) Nonh American Terrestrial Vegetation. Cambridge University Press, New York. 708 p. Chiang, C., C.B. Craft, D.W. Rogers and C.J. Richardson. 1999. Plant community response to Nand P fertilization across a hydrologic gradient in the Everglades. Journal of Environmental Quality (In press). Cooper, S. R, J. Huvane, P. Vaithiyanathan and C. J. Richardson. 1999. Calibration of diatoms along a nutrient gradient in Florida Everglades Water Conservation Area-2A, USA. Journal of Paleolimnology 22:413-437. Jensen, J.E., S.R. Cooper and C.J. Richardson. 1999. Development of a calibration model of modern pollen along a nutrient gradient in Everglades Water Conservation Area 2A, USA. Wetlands 19:675-688. Richardson, C.J. 1999. Ecological functions of wetlands on the landscape. Pp. 9-26. In Lewis, M.A., et al. (eds.), Ecotoxicology and Risk Assessment for Wetlands. Setac Press, Pensacola. Richardson. C.J. 1999. The role of wetlands in storage, release, and cycling of phosphorus on the landscape: a 25 year retrospective. pp. 47-68. In Reddy, K.R (Ed.) Phosphorus Biogeochemistry in Sub-Tropical Ecosystems, CRC PresslLewis Publishers. Richardson, C.J., and K. Nunnery. 1999. Field investigations of wetland functions after disturbance at the ecosystem level. pp. 359-372. In: McComb, A.J., and J.A. Davis (eds.), Wetlands for the Future: Contributions from INTECOL's 5,h International Wetland Conference. 1998. Gleneagle Publishing, Adelaide. 780 pp, Richardson, C.J. and S. Qian. 1999. Phosphorus assimilative capacity in freshwater wetlands: A new paradigm for maintaining ecosystem structure and function. Environmental Science and Technology 33(10):1545-1551. Richardson, C.J., a.M. Ferrell and P. Vaithiyanathan. 1999. Nutrient effects on stand structure, resorption efficiency, and secondary compounds in Everglades sawgrass. Ecology 80(7):2182-2192. Rogers, J.H., Jr., G.W. Dickson, T. Dillon, P.B. Dorn, J.E. Farmer, RA. Gearheart, J.F. Hall, B. McFarland, M.K. Nelson, P. Nix, C.J. Richardson, D.P. Tierney. 1999. Workshop V synopsis: Constructed wetlands as a risk mitigation alternative. Pp. 315-342. In Lewis, M.A., et al. (eds.), Ecotoxicology and Risk Assessmentfor Wetlands. Setac Press, Pensacola. Vaithiyanathan, P. and C.J. Richardson. 1999. Macrophyte species changes in the Everglades: Examination along a eutrophication gradient. Journal of Environmental Quality 28(4): 1347-1358. Craft, C.B. and C.J. Richardson. 1998. Recent (137Cs), long-term elOpb) and historical (14C) peat accretion and nutrient accumulation in Everglades peatlands. Soil Science Society of America Journal. 62:834-843. Craft, C.B. and C.J. Richardson. 1997. Relationships between soil nutrients and plant species composition in Everglades peatlands. Journal of Environmental Quality 26:224-232. Lemly, D.A. and C.J. Richardson. 1997. Guidelines for risk assessment in wetlands. Environmental Monitoring and Assessment 47: 117-134. Qian, S.S. and C.J. Richardson. 1997. Estimating the long-term phosphorus accretion rate in the Everglades: a Bayesian approach with risk assessment. Water Resources Research 33(7):1681-1688. Richardson, C.J., S. Qian, C.B. Craft and R.G. Qualls. 1997. Predictive models for phosphorus retention in wetlands. Wetlands Ecology and Management 4: 159-175. 22 Vaithiyanathan, P. and C.J. Richardson. 1997. Nutrient profiles in the Everglades: Examination along the eutrophication gradient. Science of the Total Environment 205:81-95. . Bridgham, S.D., l. Pastor, C.A. McClaugherty, and C.J. Richardson. 1995. Nutrient-use efficiency: A littcrfall index, a model, and a test along a nutrient-availability gradient in North Carolina peatlands. The American Naturalist 145(1):1-21. Craft, C.B., l. Vymazal and C.l. Richardson. 1995. Response of Everglades plant communities to nitrogen and phosphorus additions. Wetlands 15(3):258-271. Qualls, RG. and C.l. Richardson. 1995. Fonos of soil phosphorus along a nutrient enrichment gradient in the northern Everglades. Soil Science 160(3):183-198. Richardson. C.l. 1995. Wetlands Ecology. Chapter 3 (pp. 535-550). In: Encyclopedia of Environmental Biology. Academic Press, New York. Vymazal, l. and C.J Richardson. 1995. Species composition, biomass, and nutrient content of periphyton in the Florida Everglades. Journal of Phycology 31 :343-354. Rader, RB. and C.l. Richardson. 1994. Response of macro invertebrates and small fish to nutrient-enrichment in the Northern Everglades. Wetlands 14: 134-146. Richardson, C.l. 1994. Ecological functions and human values in wetlands: A framework for assessing impact. Wetlands 14:1-9. Richardson, C.l. and E,l. McCarthy. 1994. Effect of land development and forest management on hydrologic response in southeastern coastal wetlands: A review. Wetlands 14:56-71. Bridgham, S.D. and C.l. Richardson. 1993. Hydrology and nutrient gradients in North Carolina peatlands. Wetlands 13(3):207-218. Richardson. C.l. and L.W. Gibbons. 1993. Pocosins, Carolina bays and mountain bogs. In: Martin, B. et al. (eds.). Biodiversitv ofthe Southern United States: Terrestrial Communities. Wiley Press. Cashin. G.E., l.R Dorney and C.J. Richardson. 1992. Wetland trends on the North Carolina coastal plain. Wetlands 12(2):63-71. Richardson, C.J. 1991. Pocosins: An ecological perspective. Wetlands 11 :335.354. Faulkner, S.P. and C.l. Richardson. 1989. Physical and chemical characteristics of freshwater wetland soils. pp. 41-72. In: Hamner, D.A. (ed.), Constructed Wetlands for Wastewater Treatment. Lewis Publishers. Chelsea. MI. 831 p. Whigham, D.F. and C.l. Richardson. 1988. Soil and plant chemistry of an Atlantic White Cedar wetland on the inner coastal plain of Maryland. Can. J. Botany 66:568-576. Stockton, M.B. and C.l. Richardson, 1987. Wetland development trends in coastal North Carolina, USA, from 1970 to 1984. Environmental Management 11(4):1-9. Richardson, C.J. and P.E. Marshall. 1986. Processes controlling the movement, storage. and export of phosphorus in a fen, peatland. Ecol. Monogr. 56:279-302. Richardson. C.l. and B.R Schwegler. 1986. Algal bioassay and gross productivity experiments using sewage effluent in a Michigan wetland. Water Research Bulletin 22: 111-120. Richardson. C.J. 1985. Mechanisms controlling phosphorus retention capacity in wetlands. Science 228:1424- 1427. Richardson. C.J. 1983. Pocosin wetlands: Vanishing wastelands or valuable wetlands? Bioscience 33:626-633. 23 JACQUELINE K. HUV ANE Duke University Wetland Center, Box 90333 Nicholas School of the Environment Durham, NC 27708 Voice (919)613-8110 FAX (919)683-8741 Email jhuvane@duke.edu EDUCA TION 1993 Ph.D.:Indiana University, Bloomington, Indiana. 1985 B.S.: State University of New York at Albany, Summa Cum lAude. PROFESSIONAL EXPERIENCE January 1998 to present: Research Associate: Duke University. "A Paleoecological Study of Florida Bay and South Florida Wetlands" · Identify and analyze diatom remains from both modem and sediment core samples; · Prepare written reports, papers, and oral presentations; · Statistical analyses of data. January 1995- December 1997: Post-doctoral Fellow: University of Alberta. "Effects of Climatic Warming and Increased UV Light on DOC-Mediated Processes in Canadian Aquatic Ecosystems." & "Paleolimnolgical Reconstruction of Fire History of Jasper National Park". · Develop diatom-based inference equations; · Plan and supervise sediment coring field trips; · Analyze charcoal and pollen stratigraphies to reconstruct fire history. June 1994 - December 1994: Honorary Research Associate: Academy of Natural Sciences of Philadelphia. "The Effects of Acidic Deposition on Pocono Mountain Lakes in Eastern Pennsylvania". · Add data to larger database (PIRLA); · Perform multivariate analyses of diatoms in surface sediment samples and measured environmental variables; · Develop transfer functions for pH and alkalinity. 1991 - June 1994: Research Assistant/Associate: Indiana University. "The Influence of Climatic Change on the Long-term Hydrogeological and Biogeochemical Trajectories of North American Watershed-Lake Ecosystems". · Analyze diatom stratigraphies and perform statistical analyses; · Train technicians and supervise student projects. 1989 - 1990: Research Assistant: Indiana University. "Paleoecological Investigations of Recent Lake Acidification in the Sierra Nevada". · Database input and retrievals; · Perform multivariate statistical analyses of the data. 1985 - 1990: Associate Instructor: Indiana University. · Deliver short lectures; · Lead discussion and answer periods; · Assist students during the lab period; · Write and grade both written and practical exams. 24 1985: Research Assistant: State University of New York at Albany. Assisted with two projects "Investigation of the Effects of Light Quality upon Oospore Germination in Nitellaflexilis and "Changes in the Light Environment along the Hudson River, NY". · Set up germination experiments; · Analyze water turbidity in the Hudson River. GRANTS AND FELLOWSillPS · Presidential Award for undergraduate research, SUNY Albany. · Thomas H. Macbride Scholarship in Natural Sciences, University of Iowa,. · Floyd Fellowship awarded by the Plant Sciences Department at Indiana University. · L.A. Natural History Museum grant for "Paleoecological Study of Recent Lake Acidification in the Sierra Nevada". · U.S. Geological Survey grant for: "Quantifying Estuarine Disturbance: A Paleoecological Study of Florida Bay and South Florida Wetlands Using Diatoms as Ecological Indicators" PAPERS PRESENTED Huvane, J.K. and D.R. Whitehead, 1988. The effects of watershed events on the dynamics of North Pond during the late and post-glacial. American Society of Limnology and Oceanography, Boulder, CO. Huvane. J.K. and D.R Whitehead. 1989. Lake response to mid-Holocene watershed disturbances at North Pond, Mass. X North American Diatom Symposium. Lake Itasca. MN. Huvane. J,K. and D.R. Whitehead. 1990. Lake response to post-glacial vegetational Changes at North Pond. Mass. XI International Diatom Symposium. San Francisco. CA. Whiting. M.C., D.R. Whitehead, R.W. Holmes, H.J. Carney. J.K. Huvane, A.S. Dixit, and J.P. Smol, 1990. An eight lake comparison of pH trends in the Sierra Nevada. XI International Diatom Symposium. San Francisco. CA. Huvane. J.K.. M.C. Whiting. D,R Whitehead and RW. Holmes, 1991. Diatom inferred pH reconstructions for the Sierra Nevada. American Society of Limnology and Oceanography. Nova Scotia. Canada. Sweets, P.R. Whitehead, D.R. White, J.R. and J.K. Huvane. 1992. Holocene paleolimnology of Lake Barco, Florida. U.S.A.: implications for lake acidification and global climate change. XII International Diatom Symposium. Renesse, The Netherlands. Huvane, J.K.. D.R. Whitehead. and P.R. Sweets. 1993. The effects of Holocene climate change on lake level in northern Indiana. American Society of Limnology and Oceanography, Edmonton, Alberta. Canada. Huvane. J.K., D.F. Charles, and J.W. Sherman, 1993. The relationship between surface sediment diatom assemblages to pH and alkalinity in 38 Pocono Lakes. XII North American Diatom Symposium, Manitoba. Canada. Huvane. J.K.. P.R. Sweets. D.R. Whitehead. and J.R. White, 1993. The influence of Holocene climate change on the paleolimnology of two northern Indiana lakes. XII North American Diatom Symposium, Manitoba, Canada. Huvane. J .K., D.L. Findlay, and D. W. Schindler, 1995. A comparison of historical and diatom inferred changes in dissolved organic carbon concentrations in western Ontario. Canada. American Society of Limnology and Oceanography. Reno. NV. Huvane. J.K.. 1996. The fire history of Jasper National Park. Canada. Ecological Society of America. Providence, RI. Huvane, J.K. 1997. A paleoecological fire history of Jasper National Park. Canada, XIV North American Diatom Symposium. Douglas Lake. MI. Huvane, J.K. 1997. Charcoal as a proxy for fire history in Jasper National Park. Canada. International Boreal Forest Research Association, Duluth. MN. 25 Pyle. L.. S.R Cooper. and J.K. Huvane. 1998. Ecosystem history of Florida Bay: Diatom paleoecology. Paleoecology and Ecosystem History of Florida Bay and the Lower Everglades, a workshop sponsored by the Florida Bay Program Management Committee. Key Largo, FL. Huvane, J.K, L. Pyle, and S.R Cooper, 1998. Diatoms as paleoecological indicators of environmental change in the Florida Bay ecosystem. Florida Bay Science Conference. Miami, FL. Huvane, J.K., D.F. Charles, J.W. Sherman. and E.W.S. Russell, 1998. Sediment surface diatom assemblages in Pocono lakes: Relationships to environmental variables and comparisons to other regions in the northeastern U.S.A. Pocono Comparative Lakes Program Meeting, Lacawac Sanctuary, PA. Huvane, J.K. and S.R Cooper. 1999. Diatoms as Indicators of Environmental Change in Florida Bay. Florida Bay Science Conference. Key Largo. FL. Huvane, J.K. Modern Diatom Assemblages From Surface Sediment and Sub-Aquatic Vegetation Samples from Florida Bay. USA. 1999. XV North American Diatom Symposium. Pingree. CO PUBLICA TIONS Stross, RG.. J.K. Huvane. and RC. Sokal. 1988. Internal structure of deep dwelling Nitella meadows. Aq. Bot. 29:329-345 Whiting. M.C.. D.R. Whitehead, S.A. Norton, and J.K. Huvane. 1991. A Paleoecology of Eastern Brook Lakes watershed. In Eastern Brook Lakes Watershed Study. Eds. G.Taylor and L.Piehl. Desert Research Institute. University of Nevada. Huvane, J.K. and D.R Whitehead. 1996. The paleolimnology of North Pond. Massachusetts: watershed- lake interactions. J. Paleolimnology 16:323-354. Pyle. L., S.R Cooper. and J.K. Huvane. 1998. Diatom paleoecology, Pass Key core 37, Everglades National Park. Florida Bay. U.S. Geological Survey Open-File Report 98-522. Huvane. J.K. Charcoal in dated lake sediments as a proxy for fire history in Jasper National Park, Canada. 1997 Conference of the International Boreal Forest Research Association Proceedings. 1999. Cooper, S.R, J.K. Huvane. P. Vaithiyanathan. and C.J. Richardson. Calibration of diatoms along a nutrient gradient in Florida Everglades Water Conservation Area-2A. U.S.A. Journal of Paleolimnology. 22:413-437. Huvane. J.K. 2000. Modern diatom distributions in Florida Bay: A preliminary analysis, In Linkages between ecosystems in the South Florida hydroscape: The river of grass continues. J.W. Porter and K.G. Porter. eds. CRC Press. in press. Huvan. J.K.. and S.R. Cooper 2000. Diatoms as indicators of environmental change in sediment cores from northeastern Florida Bay. Bulletins of American Paleontology Special Volume. in press. MANUSCRIPTS Huvane, J.K., D.F. Charles, J.W. Sherman, and E.W Russell. Factors influencing diatom distributions in Pocono Mountain lakes and comparisons to other regions in the northeastern U.S.A. Submitted to the Journal of Biogeography. 26 KCI Qualifications KCI Technologies Firm Profile KCI is a multi-disciplinary consulting engineering firm specializing in transportation, environmental testing and modeling, infrastructure design, and construction. Serving clients in Florida and along the eastern seaboard, KCI has a notable 42 year history of providing quality engineering and environmental services to both public and private clients. The firm is currently ranked 13Sth in the Engineering News Record listing of the top 500 firms. KCI has won repeated selection by agencies and firms including FHW A, FOOT, GDOC, NCDOT, NC Wetlands Restoration Program, DELDOT, PENDOT, MOOT, VDOT, Nextel Corp., Mastec Corp., Bechtel Corp., Attws Corp., Goff Corp., Bell South Corp" Primesite Corp, KCI was recently selected to provide engineering services for the Monroe County Sheriffs dispatch center and all remote locations throughout the Florida Keys. KCI Water Qualitv Analvsis and Plannim! Proiects Watershed Restoration Plan For New Hanover County, Lower Cape Fear River Basin Wetland Restoration Program, Division of Water Quality, State of North Carolina KCI is evaluating HU 03030007140010 in the Lower Cape Fear River to; 1.) collect and develop geographical and water quality data for the unit, 2.) evaluate the current and historical conditions of each subcatchment within the unit, 3.) prioritize the subcatchments for restoration, 4.) collect detailed field data to support the development of a restoration plan based on prioritization, 5.) Prepare a watershed restoration alternatives plan that addresses the problems and utilizes the water quality opportunities in HU 03030007140010, The watershed is being characterized with a collection and review of all available pertinent watershed scale data, providing a framework for assessing site conditions, opportunities, and constraints within the watershed. Recommendations for subcatchment prioritization, water quality/storm water BMP's and stream and wetland restoration are being analyzed. Spatial, linear and point data are being collected on a watershed scale to support the analysis of the existing watershed characteristics and aid in the prediction of future conditions. This data includes but is not limited to; physiography, geology, soils, land use, development patterns (past, present, future), types of agriculture, natural resources and hydrography, water quality monitoring points, existing stormwater controls and other spatial features. An inventory of the streams in each subcatchment is being conducted to characterize the condition of the riparian buffers and channel. The initial step in the inventory is the review of recent aerial photographs (approximately 1: 1000 scale), from which the streams are being broken into segments of similar makeup i.e. buffer composition, width, adjacent land uses, channel type, etc. Identified segments are being developed as a coverage for attribute entry, data storage and retrieval. Stormwater outfall surveys and bacterial source studies are being conducted to identify contamination sources and to identify where water quality/stormwater Best Management Practices are needed. 27 A detailed search is being conducted to identify stream and wetland restoration and stonnwater BMP opportunities in the watershed. A site evaluation fonn will be completed for each accepted site. Each accepted site will be ranked based on an analysis of its potential to provide water quality improvement, flood water retention and habitat enhancement by subcatchment. A specific goals and objectives statement will be developed for each subcatchment. Restoration opportunities will be ranked for implementation based on their estimated contribution to the goals established. These data will be presented in mapped and tabular fonn identifying sites that will directly qualify for compensatory mitigation and those which cumulatively contribute to the identified impainnents in the watershed. KCI will present this infonnation by prioritized subcatchment using GIS and photographs and by compiling a report of each recommended water quality activity and the benefits associated with it within the study watershed, The specifics of how each activity will improve water quality/flood storage will be described. An estimation of costs for each recommended water quality activity, including land costs for compensatory mitigation, will be included. Utilizing current development trend infonnation, infrastructure improvement plans, zoning, tax map and resource regulation information, a 10 year model of build-out in each subcatchment will be developed. The model will predict future land use/land cover and estimate development impacts on existing resources including channel drainage network modification, land use changes, bridge/culvert road crossing dimensions and nutrient loading for both point and non- point sources. Existing conditions will be used to calibrate the model. Both with and without project scenarios will be modeled. Where infonnation is available, KCI will also model how development will affect fecal colifonn levels and erosion/sedimentation rates over the next 10 years. This analysis will be based on a lO-year interval and will include existing conditions with current ordinances (no action), restoration opportunities and ordinances as necessary to maintain current water quality, and restoration opportunities and ordinances as necessary to improve water quality. Watershed Assessment Plan, McIntosh and St. Mary's River Watersheds St. Mary's County, Department of Planning and Zoning, Maryland KCI perfonned a watershed evaluation and planning report for portions of the Breton Bay and St. Mary's River watersheds, KCI identified areas that are unsuitable for development, areas that have constraints for development, and identification of potential forest and wetland mitigation sites. The goal of the project, funded through the Coastal Zone Management Act, is to promote the protection, restoration, and preservation of the sensitive coastal area resources in the two study watersheds. KCI perfonned a preliminary investigation of the two study watersheds beginning with a review of available mapping and documents. KCI primarily reviewed the draft sensitive areas ordinances requirements, Chesapeake Bay Critical Area requirements, and the St. Mary's County Comprehensive Master Plan, In addition, KCI conducted numerous infonnational interviews with the various regulatory officials and agencies. From the investigation a preliminary environmental assessment was made including an environmental features map, analysis/assessment of the mapped features, resources and constraints in the two study watersheds, and selection of sites for filed verification and ground truthing. The environmental features map was constructed using the County's digital mapping of shorelines, streams and wetlands. Features that were added to the base mapping to create the 28 environmental features maps included: impervious areas, land uses, zoning including the location of agricultural, preservation or conservation districts and easements. All mapping was performed in an Arcllnfo and ArcNiew Geographic Information Systems (GIS) platform. St. Mary's County mapping consisting of shorelines, streams, stream buffers, hydric soils, steep slopes and wetlands was used as base mapping. Development of environmental features maps that were needed to perform the watershed assessment included County planimetrics and contours, rare and protected habitat areas, Maryland Property View, County Zoning maps, existing soils, slopes, stream buffers and Maryland Department of Natural Resources (MD-DNR) Priority Riparian Areas. Forest Areas were determined based on St. Mary's County land use coverage. Additionally, KCI identified! verified parcels that were approved by the County for development but not yet built. Features maps for St. Mary's River Watershed and McIntosh Run Watershed were developed and plotted at 1 "=1000'. Watershed and subwatershed boundaries were obtained from the County's 600-scale / 5' contour mapping with spot elevations. Watershed and subwatershed boundaries were digitized in CADD format from the contour mapping and imported into the GIS as polygon coverage, Likely zoninglland use scenarios based on other similar watershed development were developed to estimate the potential carrying capacity of the land as well as preliminary analyses of impervious surface intensities within each watershed, Additional case study impact analyses were performed based on several development types existing in each watershed. Areas for field verification and ground truthing focused on existing land features such as wetlands and forests and potential forest and wetland mitigation sites, KCI staff performed ground truthing of the two study watersheds. Ground tIUthing focused on existing land features such as wetlands and forests and potential forest and wetland mitigation sites. KCI published the findings in a Findings Report for Environmental Assessment, The report included a methodology section describing how the various resources were evaluated, a findings section including how land was determined to be either suitable or unsuitable for development including describing the process for determining the carrying capacity of the land. From our findings, we developed preliminary recommendations. The recommendations focused on implementation methods and measures to preserve, protect and enhance sensitive areas in the two study watersheds, Font Hill Tributary Assessment Howard County Department of Public Works, Maryland To meet the requirements of its annual NPDES permit, Howard County has added a physical and biological stream assessment component to the required chemical analysis for its long-term monitoring program. The physical and biological assessments will serve to compliment the chemical sampling. Biological assessments, based on RBP II methodology and physical assessments utilizing Rosgen's Stream Classification System, were conducted at an unnamed tributary to the Little Patuxent River. The physical assessment includes a determination of the degree of stream channel impairment such as sedimentation and bank erosion using the Rosgen Classification System. The biological assessment aids in evaluating water quality through the presence or absence of various macroinvertebrates. These organisms vary in their tolerance to 29 changes in water quality including sedimentation and pollutants, so their presence or absence is a good indicator of water quality. An unnamed tributary within the Font Hill subwatershed to the Little Patuxent River, referred to as the Font Hill Tributary, was used to assess different land uses relevant to existing water quality. Existing and anticipated land uses within the subwatershed include agricultural land, forest cover, residential with stonnwater management, and residential without stormwater management. An evaluation of the surface water quality, physical features, habitat, and the biological resources was conducted during the Spring, Summer, and Fall of 1996, and the Winter of 1997 at five sampling locations along the tributary. To accomplish this analysis, various water quality parameters were measured, stream cross-sections were surveyed, physical habitat features were assessed, and benthic macroinvertebrate communities were sampled in the field following the United States Environmental Protection Agency's (USEP A) Rapid Bioassessment Protocol II (RBP II) guidelines (USEPA 1989). The Font Hill Tributary Stream Assessment was continued through the third pennit year from late spring of 1997 through March of 1998. The results of the first year were compared to the second year in order to detennine potential trends in overall water quality and biological health. Herring Run Sewershed, InflowlInfiltration Study Baltimore City Department of Public Works, Maryland KCI developed a computerized GIS database for the sewershed. The GIS database was used in conjunction with the XP-SWMM hydraulic model to be used as a tool for analyzing the capacity and perfonnance of the collection system under current and future flow scenarios. The GIS was developed in an ARC/INFO software environment, with graphic databases developed and maintained as ARC/INFO coverages. Tabular databases of non-graphic attribute data was developed and maintained using the INFO database management system. KCI selected and utilized XP-SWMM hydraulic modeling software to run in the ARC/INFO software en vironment. KCI utilized digital mapping including (scanned) City and County 1" = 500' scale sanitary sewer maps, (scanned) City 1" = 40" scale utility record plat maps covering the entire Moores Run Pilot Area, and other digital maps as appropriate. The ARCIINFO coverage includes the 12" diameter and larger sanitary sewers within the Herring Run Sewershed (within City and County). The locations of these lines, and appurtenant manholes, were taken from scanned and digital utility record plats, as available within the City, and the 1" = 500" scale sanitary sewer maps within the County, and digitized as line and point features, respectively. In addition to the sanitary sewer system network, sewer service area boundaries, temporary and pennanent flow monitoring points, and emergency overflow locations were digitized and appear as ARC/INFO coverages. For 12" diameter and larger sewers, database records, imported from the City Wastewater Analyzer Office's database were linked to the lines and manholes. A similar inventory of the entire (including 10" diameter and smaller) sanitary sewer system within 30 Moores Run Pilot Area was be created. Development of the sewer system attribute database facilitated hydraulic modeling analyses within the GIS environment. KCI conducted an environmental screening of each capital project proposed by the design team to determine the need for additional studies such as environmental site assessments. The purpose of the environmental screening was to identify special permitting requirements andlor "fatal flaws" before a design contract is advertised. The preliminary environmental screening generally consisted of all or part of, but not limited to identification of the presence of suspected wetlands, the presence of forest stands, identification of existing land use, and proximity to mapped floodplains. KCI developed a Community Involvement Program which was designed to build support for the Moores Run Pilot Area study, and the overall Herring Run Sewershed Project. In addition, KCI coordinated two public meetings to explain the Pilot study and to give citizens the opportunity to provide input to the project. The first public meeting was held prior to the beginning of the pilot study. KCI developed a media list and a press kit, in coordination with the City's public Information Office. The press kit was updated periodically as the Project progresses. With the newsletters and public meetings, KCI described to the community what to typically expect to occur within their neighborhoods during the infrastructure investigation and testing. For example, smoke testing was performed to detect presence of inflow points within the sanitary sewers. This testing consists of inputting smoke into the sewers and looking for places where the smoke escapes through the sewers, such as house connectors. Therefore, it was important for the residents to know that such smoke escapes were not signs of fire or alann, This was accomplished through education of the residents with newsletters and meetings. In addition, door hangers were designed to further explain the testing and to let the residents know exactly when the testing was to occur. RESUMES OF KEY PERSONNEL KCI has the experience and expertise to provide water quality planning, analysis and natural resources investigative services as requested by Monroe County, including, but not limited to: environmental permitting, agency coordination, natural inventory/analysis, terrestrial/aquatic ecosystems analysis, protected species identification/assessment, water quality monitoring, and stormwater BMP design and construction The KCI team is highly qualified to assist in the development of the requested water quality improvement plan as outlined in the Request for Statement of Qualifications. Our realistic approach and practical field knowledge, coupled with our past experience, provides us with the capabilities to provide quality services on time and within budget for our customers. The resumes of the key personnel that will be assigned on specific projects are as follows; 31 JAMES P. FIORENZO, PE Resident Engineer EDUCATION: BFJ1967 Civil EngineeringEnvironmental Planning CERTIFICA TION: 1974/PFlFL #29223 EXPERIENCE: Mr. Fiorenzo serves as Resident Engineer for the Construction Services Department at KCI in Tampa, Florida. He has 37 years experience in the civil engineering field, with broadly based experience ranging from project inspector, designer, Resident Engineer on two FOOT projects in District No.1 to FOOT 0-6 Structures and Facilities Engineer and FOOT 0-6 Maintenance Engineer for the Florida Keys. Mr. Fiorenzo also managed his own consulting firm in the Florida Keys. Among his clients was the City of Key West where he managed the construction of Clayton Sterling Ball Park. Bayview Park. The Key West Bight Marina. the Mallory Square birthing dolphin. and aided in the inspection of the Key West Park and Ride. and the Truman Avenue sanitary sewer project. Reference: Mr. John Jones. Key West Assistant City Manager (305) 292-8117. REPRESENTATIVE PROJECTS: Winkler Safe Neighborhood Improvement Project, Fort Myers, Florida, City of FL Myers. Resident Engineer for $6 million lighting. storm sewers. sanitary sewers. sidewalks and roadway relocation. Martin Luther King Blvd. Florida Department of Transportation, District #1. SR 82. Assisted Resident Engineer for $10 million new construction project, including storm sewers, sanitary sewers, lighting, 6 ponds, sidewalks, curbing, and 2 miles of new highway Bridge Inspections. Florida Department of Transportation. District #6. Assistant District Maintenance Engineer and District Structures and Facilities Engineer. Performed bridge inspections on all state-owned bridges in Dade and Monroe Counties. Included were segmental bridges such as the '-Mile Bridge in Marathon and numerous moveable bridges in Dade County. Also, he served as Engineer of Record on all bridge rehabilitation projects in both counties. James Fiorenzo & Associates, Marathon. Florida. Owned and managed a consulting engineering firm in the Florida Keys. Projects included: Clayton Sterling Park; CEI services, Key West Bight Marine; plan review and CEI services; Bayview Park: plan revisions and CEI services; Truman A venue Sanitary Sewer Project; CEI services, Key West Park and Ride: CEI services. 32 JOSEPH J. PFEIFFERt JR.t PWS Project Manager EDUCATION: MAIl993 Environmental Planning BSIl988 Natural Science AAll986 Wildlife Management CERTIFICA TION: 19951Professional Wetland Scientist (#927) 1999/Rosgen Level I - Applied Fluvial Geomorphology 2000/Rosgen Level II - River Morphology and Applications (Sept.) EXPERIENCE: Mr. Pfeiffer is the Southeast Environmental Manager in KCI's Raleigh, North Carolina Office and is responsible for all environmental work in the southeast. Since joining KCI in 1988, Mr. Pfeiffer has been responsible for coordinating all aspects of environmentaVengineering projects for both public and private clients. Mr. Pfeiffer utilized his diverse background to integrate engineering and environmental planning to develop a comprehensive project approach that facilitates effective working relationships among his design teams, This management style aids his abilities to coordinate design requirements with permitting, minimizing unnecessary comments from the regulatory agencies and providing seamless participation between all parties involved. Mr, Pfeiffer is currently managing a $700,000 open-end environmental services contract for NCDOT. During his tenure at KCI, Mr. Pfeiffer has been responsible for wetland/stream restoration, bioengineering design, shoreline stabilization, wildlife/fisheries habitat assessment and design, recreation planning, GIS database development and analysis, water quality analysis, wetland delineation, mitigation and permitting, NPDES permit processing, image processing, and biological inventories. REPRESENTATIVE PROJECTS: Open End Environmental Services 1996t 1998t North Carolina Department of Transportation. Project Manager. Provided management and technical oversight for the execution of $1.5 million in consulting services over 3 years. Primary products produced during the contract period included; . Wetland/Stream Mitigation Site Searches - in five basins covering 4,500 square miles identifying over 2,000 acres of potential wetland mitigation and 150,000 feet of stream channel . Wetland/Stream Feasability Studies - evaluating over 1,000 acres of potential wetland and 100,000 linear feet of stream channel. . Wetland/Stream Mitigtion Plans - for the approval of 350 acres of wetland and 25,000 linear feet of stream channel . Wetland/Stream Restoration Design Plans - for 215 acres of wetland and 35.000 linear feet of stream channel. . Construction Oversight - of six wetland/stream restoration projects. . Policy Consultations -for the development of stream restoration protocals in response to agency guidelines. Open End DesignlBuild Stream and Wetland Restorationt North Carolina Wetlands Restoration Program. Project Manager. Provided management and technical oversight for the execution of three task assigments. Primary products produced included; . Burnt MiD Creek Watershed Plan Feasability Study - Developed plan to evaluate Burnt Mill Creek watershed to implement watershed restoration. . Watershed Management Plan - development of a watershed management plan for 5.4 square miles of Hominy Swamp Creek in Wilson, NC. . Stream Restoration Plan - development of feasibility studies, reference reach, preliminary and final design criteria for a 2,000 linear feet stream restoration project. . Water Quality BMP Design - development of conceptual design plans for a constructed wetland to treat strom water runoff. . Chattahoochee River Basin Watershed Plant Georgia Deparment of Transportation. 33 KEVIN T. NUNNERY, Ph.D. Senior Restoration Specialist EDUCATION: Ph.DJ1997 Wetland Ecology, Restoration Ecology MS/1993 Restoration Ecology, Forestry BSI1991 Forestry EXPERIENCE: Dr. Nunnery is a member of the Environmental Planning Division in KCI's Raleigh Office and is responsible for permitting, design and construction in water quality related areas, especially wetland and stream mitigation. He also has experience in storm water BMP design and implementation, wetland delineations, biological inventories, water quality sampling and analysis, soils sampling and analyses, biological inventories, and environmental assessments. Dr. Nunnery has worked in ecosystems from New Jersey south to the Everglades and south Texas and from the barrier islands of North Carolina to western Kentucky. Prior to joining KCI, Dr. Nunnery was a supervisor at an environmental firm, in charge of wetland mitigation projects totaling over 4000 acres, and proposed stream restoration totaling over 15,000 feet. In addition. he authored proposals to the N.C. Clean Water Management Trust Fund resulting in water quality enhancement awards totaling in excess of 3.7 million dollars. Dr. Nunnery has done research investigating wetland functions and their response to disturbance in the coastal plain of North Carolina, the Everglades in Florida, and in bottomland hardwood wetlands in western Kentucky and Tennessee. His doctoral research investigated the impacts of highway crossings on wetland functions in the coastal plain of North Carolina. REPRESENTA TIVE PROJECTS: Goose Creek Water Quality Project, Mecklenburg and Union Counties, North Carolina, N.C. Clean Water Management Trust Fund. Developed a plan to assess the Goose Creek watershed, analyze the conditions present and design and implement water quality solutions to protect the endangered Carolina Heelsplitter mussel. Grants Creek Water Quality Project, Rowan County North Carolina, N.C. Clean Water Management Trust Fund. Designed a plan to restore water quality to the Grants Creek watershed using riparian buffers, storm water BMP's and stream bank stabilization. Water quality sampling and analysis was incorporated into the design to document water quality response to project activities. Wetland Mitigation Bank Development, Great Desert Carolina Bay, Robeson County North Carolina. Developed the conceptual plan for the restoration of a 1600-acre Carolina bay in the coastal plain near St. Pauls, N.C. Tasks included the restoration of wetland hydrology, vegetation, and soils. Wetland Mitigation Bank Development, Johns River, Burke and Caldwell Counties, North Carolina. Developed the strategy to restore and create piedmont riverine wetland credits on a 2000-acre site along with approximately 15,000 feet of stream restoration. Negotiated with the regulatory agencies for all facets of the project. Flat Swamp Mitigation Bank Development, Neuse River Basin, Craven County, North Carolina. Developed the conceptual plan to restore approximately 350 acres of drained. nonriverine wetlands. Negotiated with the regulatory agencies for all facets of the project. Stormwater BMP Design, Life Cycle Software, Corps of Engineers, Redstone Arsenal, HUntsville, Alabama. Designed and oversaw the construction of a bioretention device used to filter runoff from developed site into a creek containing the Federally Endangered Alabama Cave Shrimp. Great Sandy Run Mitigation Project, Onslow County, North Carolina. Conducted a Hydrogeomorphic Classification analysis on short pocosin, tall pocosin, and bottomland hardwood habitats on a 3000-acre mitigation project for the Department of Defense on Camp Lejeune Marine Base. 34 DANIEL O. REDGA TE Senior Restoration Specialist EDUCA TION: BSI1989 EcologylWildlife Science MS/I997 Wetland Hydrology CERTIFICATION: 1998/Rosgen Level I - Applied Fluvial Geomorphology 1999/North Carolina State University, DRAINMOD Workshop by Dr. R. W. Skaggs 1999/Rosgen Level II - River Morphology and Applications 1999/North Carolina Stream Restoration Institute, Stream Mechanics and Restoration Workshop by Dr. R. Hey and Dr. P. Johnson 1999/North Carolina Stream Restoration Institute, Field Monitoring Techniques for Stream Assessment & Restoration 1999/Rosgen Level II1- River Assessment and Monitoring 1999Nirginia Erosion and Sediment Control Contractor, Certificate #547C 2ooo/Rosgen Level IV - River Restoration and Natural Channel Design (Oct.) EXPERIENCE: Mr. Redgate has recently joined KCI's Raleigh, North Carolina office and brings with him an extensive background in wetland mitigation in both Virginia and North Carolina. Prior to joining KCI, Mr. Redgate worked as an environmental scientist for two consecutive 2-year terms on the open-end contract for wetland and water quality services with the Virginia Department of Transportation. In this capacity, Mr. Redgate was responsible for both technical and managerial tasks on numerous wetland mitigation projects, ranging from 0.2 to 3000 acres in size. He has performed site search and feasibility studies, wetland concept designs and plan preparation, construction and regulatory monitoring, and site remediation designs. In completing these projects, he has attained a technical proficiency in performing site investigations, hydrologic analyses, water budgets, OIS applications and automated data colIection. REPRESENTATIVE PROJECTS: Dick Cross Wetland Mitigation Site, Mecklenburg Co., Virginia, VDOT. Environmental Scientist. Performed hydrologic modeling and produced unique groundwater-driven design for an 80-acre mitigation site. Performed frequency analysis of reservoir stage data, conducted groundwater monitoring and wrote a design rationale report to provide sufficient evidence for design success for agency review. Design responded to goals of V ADOlF, USACE. and VDOT and was unanimously accepted. Southeast Virginia Wetland Bank, Chesapeake, Virginia, VDOT. Environmental Scientist. Analyzed feasibility of restoring wetland hydrology to 3,000-acre prior converted farm being evaluated for a wetland bank. SuccessfulIy utilized DRAINMOD, a field-scale soil water balance computer model, to predict water table elevations on a daily basis for a 5-year climatological record and evaluate critical design features. Manassas Bypass Wetland Mitigation Site, Prince William Co., Virginia, VDOT. Environmental Scientist. Coordinated a multi-agency effort to create compensatory wetlands on an 89-acre site. Responsible for performing preliminary and final water budget analyses, design, presentation to agencies, writing supporting documentation, preparation of grading plans, and obtaining USACE approval. This project was successfulIy guided through an extensive constraint analysis including steep slopes and bedrock, cultural resources, sewer line, beaver activity, and proximity to airport runway. Route 199 Site Monitoring and Remediation, Charles City County, Virginia, VDOT. Environmental Scientist. Designed and obtained agency approval for monitoring plan utilizing atypical materials and methods on a failed 51.32-acre wetland site with high clay substrate. Monitored site performance, identified problem areas, conducted field investigations and hydrologic modeling, and provided remediation alternatives. 35 R. MICHAEL HANLEY Restoration Specialist EDUCATION: BS/1999 Physical Geography/Geology minor US Army Engineer Corps, PROSPECT Wetland Professional Development US Army GPS Proficiency Technical Training CERTIFICA TION: 1997/USACE Wetland Identification and Delineation Course 1997/GPS Certification, Mississippi State University, Forestry Department 1998/USACE Wetland Mitigation Bank Development and Management Course 1999/Certified, Health and Safety for Hazardous Waste Operations, 40-Hour OSHA EXPERIENCE: Mr. Hanley is a member of the Environmental Planning Staff in KCf's Raleigh Office and has extensive experience in wetland delineation, mitigation, and design. Mr. Hanley was a commissioned office in the US Army Engineer Corps and his professional development field was wetland science. He has extensive experience in water resources consisting mainly of fluvial and wetland hydrology research, modeling and design. He has participated in large-scale drainage basin assessments and restoration operations. Mr. Hanley has conducted wetland mitigation operations on several military posts throughout the Southeastern United States. REPRESENTATIVE PROJECTS: GADOT Chattahoochee River Basin Mitigation Plan - Staff scientist - Undertook detailed watershed analysis, search and feasibility studies to locate stream and wetland mitigation sites in support of transportation improvement projects. Development of Commercial Mitigation Bank Sites, in Mississippi River Valley, Memphis TNlEastern AR. Conducted site assessments and natural resource inventories in order to facilitate wetland mitigation bank development in the Mississippi River Valley. Managed mitigation banking instrument (MBI). Responsible for coordination with federaViocal agencies, commercial and residential developers, and land speculators as well as USACE 404/401 permitting negotiations. Cypress Creek Mitigation Site for the Multi-Purpose Range Complex-Heavy (MPRCH). Acted as a military liaison officer for U.S. Army construction projects in the Southeastern U.S. governed by the USACE, including the siting of large-scale Armor Tank Range Complexes (MPRC-H). Managed a large-scale wetland mitigation project on more than 215,000 acres within Camp Shelby and Camp McCain, MS. Services included wetland delineations, functional assessments, USACE permit applications, and agency coordination. Stream Assessment Projects, Camp Shelby and Camp McCain, MS, Conducted detailed stream assessments in order to document baseline conditions and identify restoration potential of tributaries to Little Bougue Creek and Black Creek located on more than 215,000 acres within the two military posts. Assessment included GPS-based surveys, habitat evaluations, water quality analyses, and stream stability analyses. Rare, Threatened and Endangered Species Assessment Projects, Camp Shelby and Camp McCain, MS. Performed detailed RTE surveys and associated permit negotiations for Range and Maneuver Corridor Development Projects at Camp Shelby and Camp McCain. Mississippi. Species surveys were executed for the Red-cockaded woodpecker, Gopher tortoise, Black Pine snake. Eastern Indigo snake, Louisiana black bear, and the Louisiana quillwort. Prepared all permit applications in accordance with Section 7 of the Federal Endangered Species Act (ESA) and conducted coordination/negotiation with resource agencies. 36 JEFFREY L. RECK, PE Hydrologic Engineer EDUCA TION: MSCFJ1992/HydrologylHydraulicslWater Resources/Clemson University BSCEl19911Civil Engineering/Clemson University CERTIFICA TION: 1997/PFJMD122473 EXPERIENCE: Mr. Reck has considerable experience in the field of Civil Engineering with particular emphasis on hydrology and hydraulic design. He has reviewed detailed studies of stream stability and scour evaluation for state and local governments. Mr. Reck has completed numerous projects involving hydraulic design, closed system drain design, scour analysis, countermeasure design, storm water management, and erosion and sediment control design for federal, state, and local government agencies. REPRESENTATIVE PROJECTS: Knapps Narrows Bridge, Bioretention Area, Talbot County, MD. Design Engineer. Bridge replacement for the SHA in Talbot County. Prepared the joint federaVstate permit application and 10% pollution reduction plan for the Chesapeake Bay Critical Area Commission. Central Light Rail Line, Baltimore County, MD, MTA. Project Engineer. Designed stream diversion concepts, evaluated the need for storm water management, and designed sediment and erosion control devices from the Timonium Station to the Hunt Valley Station. Developed a hydraulic model of Goodwin Run for a pedestrian crossing and related floodplain fill at Timonium Station. Developed a hydraulic model of the Jones Falls floodplain for an elevated rail connection between Penn Station and Mount Royal Station. Salisbury Bypass, Wicomico River, Wicomico County, MD, SUA. Design Engineer. Developed a hydraulic model of the Wicomico River for a 345' three span bridge with three culverts through the east abutment. Delineated the floodplain and flood way for the submission to FEMA. Performed scour analysis for new bridge. Designed storm water management and extended detention facilities for design points at Coty Cox Branch and Wicomico River. Colonial Heights, Carroll County, MD, Private Developer. Project Manager. Generated construction plans and computations for development layout, road profiles. storm drain profiles. water profiles. sanity sewer profiles. storm water management. and water quality management. Jackson Ridge, Carroll County, MD, Private Developer. Project Manager. Designed road layouts. drainage. storm water management, and water quality. 37 Literature Cited Cooper, S. R, Huvane J. K., Vaithiyanathan, p" and Richardson C. J. 1999. Calibration of diatoms along a nutrient gradient in Florida Everglades Water Conservation Area-2A, U.S.A., J. Paleolimnology, 22,413, 1. Center For Watershed Protection. 1999. Dealing with septic system impacts. Feature Article #5, Watershed Protection Techniques, 32(1):233-238. Huvane, J.K. Modem Diatom Distributions in Florida Bay: A preliminary analysis. in Linkages Between Ecosystems in the South Florida Hydroscape: The River of Grass Continues, Porter, J, W. and Porter, K. G., Eds., CRC Press. In press. Huvane, J.K., and S. R Cooper. Diatoms as Indicators of Environmental Change in Sediment Cores from Northeastern Florida Bay. American Bulletin of Paleontology, in press Kruczynski, W.L. 1999. Water quality concerns in the Florida Keys: Sources, effects, and solutions. White Paper, Environmental Protection Agency. See http://www .fknms.nos.noaa.gov Iresearch_moni toringlwqpp.html Mallin, Michael A., Kathleen E. Williams, E. Cartier Esham, R Patrick Lowe. 2000: Effect of human development on bacteriological water quality in coastal watersheds. Ecological Applications: Vol. 10, No.4, pp. 1047-1056. Rader, R.B. and c.J. Richardson. 1992. The effects of nutrient enrichment on algae and macroinvertebrates in the Everglades: A review. Wetlands 12(2):121-135. (92-04). Rader, RB. and C.J. Richardson. 1994. Response of macroinvertebrates and small fish to nutrient enrichment in the Northern Everglades. Wetlands 14(2):134-146 D.S.Geological Survey, South Florida Ecosystem History Database Web Site, http://flaecohi st.er.US2S. 2ov/database/, 1999. 38 RAnt Ry: HP 1~~A~IAt ~1nn; 11)1 ; .I il n . ;~l) . III 1 1 : ~"H'M ; l""iHJH ":" DRUG-FREE WORKPLACE FORM The undcniancct vendor in accordance With Florida Statute 287.087 hereby certifies that: 0.-. "'...-. (Name of Bl.lIineu) 1. Publish. swement notifying employees that the unlawful manufacture. distribution. dispensina. pols.;on, or UK of a caaaoJIed 5ubllance is prohibi kid in the workpllCC and specifying the actions that will be taken apinle employeea for violations of such prohibition. 2. lnform employca about dla dIlJpn or dlus abUle in the workpl,,", dw INainCSl" policy of maintainina a drug-free workplllCe, any available dNl counseling. n:habiUradon, and cmplo~ assistance prognml. and the penalties that may be imposed upon employees for drUg abuse violations, 3. Oive each employee c:npaecl 11'1 ptovidinl the commodities or conncnW services thai u. under bid a copy ot the statement specified in subsection (1). 4. In the statement specified in lubseclion (1), notify the employees that, &$ il condition of worldn, on the commodities 01' contractUalscrvicc$ that are under bid, the employee will abide by the termI of the ItatemeDt aDd will nodf'y the employer' of any conviction of, or plea of auilt)' or nolo con'" to, an)' violation of Chapter 893 (Florida StatuteS) or of any contrOlled substaN:lc law of the United Sr.ares or any StalC, for a violation occwring in the wOl1cplace no latJ:r thllll five <,> da)'6 after such conviction. s. Impose a suctioa on, or require the satisfactOry participation in _ drug abuse assistance or Jehabilitalioa program jf such is available in the employee's community, or any employee who is so convicted. 6. Make a &OOd faith effort to oontinue to maintain I WI-free workplace throup implementation of this section. AI. the pcracm authorized to Ii!" the awcmcnt, I ~ertify that. this firm compliea fulJy with the above requirements. I~ _' (--- _' /' '_ ''---4i~ 1/,--"" ~t Judith Dillon Bidder's Sisnauire Acting Director I / Office of Research Support \- C('<!.0-" C / Dale 12 ~~nt Ry: HP 1~~A~IAt ~10n; 101 j ,1~n-~n-n1 11 :~AAM; P::lOP. ~J4 NON-COlJ..USION AFFJDA VTI t Judith Dillon, on behalf of Duke University of the city of Durham according to law on my oath. and under penalty of peljury, depose and say that; 1) I am .Judith Dillon , the bidder making the . -Propoaal for the project dca.&i~ u follows: liTO PIUtl' ARE A COMPJI'F,'A'DfSl'VX MASTER. PLAN ADDRESSING l\fETHODS OF IMPROVING WATER QUALITY IN RESIDENTIAL CANALS IN TIlE FLORIDA KEYS" 2) The prices in this bid have been arrived at indt:pencknlly without collusion, consultation, communication or agreement for the purpose of 1'C$tricting competitiol'l. as \0 an)! matter relating to such prices with any other bidder or with any competitOr; 3) Unless otherwise required by law, the prices whicn have been quoted in this bid have not been lmowinsJy diaclond. by tho bidder and will not knowingly be disclosed by the bidder prior to bid opening, directly or indirectly, to any other bidder or to any competir.or. and 4) No anempt has been made or wi lJ be made by the bidder to induce any other penon. plil'U1~ip or corporation (0 submit. or not to submit. a bid for the purpose of reslricting competition: S) The statements contained in this atfidavit are true and correct. aDd made with fulI knowledge that Monroe County relies upon the truth of the atab9Dent& contained in this affidavit in awwDI c:ontra.:tI for said [tmjeet. /1 , " .' l- , _ / - STATEOF North Carolina l AA!LL /Ud<-..JudtthDillon , (Signature of BidCu) Acting Director (-, of _ _ ~ Office of Research Support COUNTY OF Durham County r/. -'->,- . l..... ( DA'rn PERSONALLY APPEARED BEFORE ME. the \n\dmigncd authority, ").urU:ih :Di \\ {)(\ who, after fi~ bc;in; swom by me. (nlUIle uf individual signing) affiud hislher iign81we in the space provided above on this ?1:J day of -sa. fU.1Q (" Y . 20 Q 1 , J(~ 1.0.. 8M ~F My c:onunission expi....: tJoveftlbu ~ JLlJ~ -- -NOT'"Af{y PUDLIC KIMBERLY BASNIGHT NOTARY PUBLIC DURHAM COUNTY, NORTH CAROLINA 13 MY COMMISSION EXPIRES NOVEMBER 7, 2004 RAnt Ry: HP IA~A~ ~- ~1nn; 1 () 1 ; .1~n';1')-I)' 11 :~"""M; r-"'\J~ ..,.. SWORN STA1>>.mNT UNDmt. ORDINANCE NQ. 10-1900 MONROE COtlNTV. PLORltlA Ennes CLAUSE Duke University warranu that he/ir has not employed. recained or otherwise had act on hislits behalf any fonner Count)' officer or employee in violation of Section 2 of Ordinance No. 10-1990 or any County officer or employee in violation of Section 3 of Ordinance No. 10.1990. For breach or vinlation of this provision .he Cnunty may, in ita discretion, tcnninate mi. contnlct wichoU1Ii~i1ity and mayallO. in ha dilClUion, deduct from the contract or purchase price. or otherwise recover. the fullllJlount of any fee, commilSion. percentaae.lift. or consideration paid to me former Counry officer or emplo)'ee. '/J ~ _ - ,I /c;Cr ,J7{ \ _ //~lCiith Qill9n / - (silt\ature) Acting Director / Office of Research Support Date: L'I. .~~, C"I STATE OF North Caro1in~ COUNTY OF Durham PERSONAlJ.. Y APPBARED BEFORE ME. the undersigned authority, ~d..d:h '1)\ \ \on who. attar finn beinS sworn by 1M. affixed hialher signawlc; (mlnle uf illdi vidual $illling) In dte space provided above on this 3n day of 3anu D--r '/ t 2O.!l.L. -X(~t . ~ NOr~Y~ My commission expires: 1JI 0 V. 7,. ?:gO t{ KIMBERlY BASNIGHT NOTARY PUBLIC DURHAM COUNTY. NORTH CAROLINA MY COMMISSION EXPIRES NOVEMBER 7. 2004 14 $~ n., ~ Memorandum Department of Marine Resources 2798 Overseas Highway, Suite 420 Marathon, Florida 33050 Voice: (305) 289 2507 FAX: (305) 289 2536 Email: garrettg@mail.state.f1.us Board of County Commissioners Mayor George Neugent, Dist. 2 Mayor Pro Tem Nora Williams, Dist. 4 Commissioner Dixie Spehar, Dist. I Commissioner Charles "Sonny" McCoy, Dist. 3 Commissioner Murry Nelson, Dist. 5 DATE: 5 February 2001 TO: SUBJECT: Monroe County Board of Commissioners George Garrett, Director of Marine Resources h ~ Review of Statements of Qualification - Canal Study FROM: Background In October of 2000, the Board of County Commissioners approved a Request for Statements of Qualification (RSQ) entitled: "A COMPREHENSIVE MASTER PLAN ADDRESSING METHODS OF IMPROVING WATER QUALITY IN RESIDENTIAL CANALS IN THE FLORIDA KEYS" The study of options for the improvement of water quality in Keys' canals is set out in the Monroe County 2010 Comprehensive Plan. Thus, the completion of this Canal Study project fulfills a Comprehensive Plan goal. The project is funded through a grant with the Florida Department of Community Affairs in the amount of$175,000. The actual request for Statements of Qualifications was advertised in late December in local news media and in engineering trade magazines. Responses were due on 31 January 2001. Three responses were received from Applied Technology and Management, Duke University Wetland Center, and LawGibb Group. Review of the Statements of Qualification began on 2 February 2001 and was completed early the following week. Technical Advisory Committee members reviewing the RSQs were Jerry Buckley (DCA), George Garrett (Marine BCO 1022l.doc 02/20/0 I 5:37AM Resources), Bill Kruczynski (USEP A), Sandra Lee (Marathon), Gus Rios (FDEP), and Zully Williams (Islamorada). Review of Statements of Qualification The Technical Advisory Committee reviewed the Statements of Qualification from the three respondents based on five sets of criteria. These review criteria were described in the Request for Statements of Qualification and were refined for detail by the Technical Advisory Committee. These review criteria are provided below: 1. Professional experience . Engineering Expertise . Water Quality Expertise . Have identified a qualified Certified Lab . The Certified Lab is associated with the project team . Ability to comply with Federal/State Quality Assurance requirements . Demonstrated project management ability . Demonstrated ability to meet schedules 2. RSQ Response addresses the four project objectives . Team members/presentation in line with Objectives . Insight to Local Issues . Thoughtful presentation - knowledge of specifics . Project Management Approach 3. Respondent can demonstrate related experience . Environmental restoratiOn/mitigation . Canal/hydrologic restoration 4. The respondent demonstrates need for implementable strategies . Need for practicality/feasibility considered . Need for Minimum CostILow maintenance alternatives recognized . Provides implementation strategy - Funding mechanism 5. The Respondent has demonstrated appropriate consideration of the Keys regulatory climate . Apparent knowledge of regulations The results of the Technical Advisory Committee's review and cumulative ranking are provided for your review in the attached table. 2 In general, two respondents LawGibb and Duke University provided outstanding proposals, responding well to the stated objectives of the Request for Statements of Qualification. The third firm, AMT, provided a detailed list of employees and previous projects, but failed to address the objectives of the study and how their team could accomplish them for the County. Thus this firm ranked considerably lower than the other two. The Technical Advisory Committee chose to rank them rather than determining them to be "non-responsive." The first Ranked firm was LawGibb. Five of six committee members ranked this firm as their first choice. The sixth individual rankedLawGibb as their second choice. In each of the five review criteria areas noted above, the Committee ranked LawGibb first in cumulative score. Thus in all review areas LawGibb showed the greatest strength of the firms submitting Statements of Qualification. All firms ranked well in the area of "Professional Experience," thoughLawGib and Duke ranked nearly the same and well ahead of ATM. Again LawGibb and Duke ranked well ahead of ATM in the review area "Addressed Project Objectives." However, in this area LawGibb stood out by themselves, ranking well ahead of Duke University as well. In the area of "Related Experience," Implementable Strategies," and "Consideration of Regulatory Climate," againLawGibb was ranked well above the other respondents. In general, LawGibb demonstrated themselves as a capable, professional firm. They presented their team well on paper, addressed their response to the four principal objectives of the project, demonstrated related experience, and knowledge of the Keys' regulatory climate. Clearly, two respondents demonstrated significant interest in the project leading the Technical Advisory Committee to recognize both LawGibb and Duke University as worthy firms and capable of completing the project. However in the end, the Technical Advisory Committee recognized the greater strength of the LawGibb response in the T ACs . virtually unanimous vote for LawGibb. Recommendation: The Technical Advisory Committee recommends the firm of LawGibb for completion of the "Canal Study". Should the Commission agree, County staff will begin contract negotiations with this firm immediately. 3 ,!; ~ m :> o Qj ~ 01 c: '> rJl Q) e ~ Q) ~~ V5:::~ g' ~ 'g :J2-gi:i: ~ ;; Q) a:::Q);; Q) :!: ,!; Q) 01 rJl ~C:m E 'iij c: E rJl CIS of!!u U:g]! ;=<("E ,!!! c: Q) > CIS "0 & a:: '~ Qja::: iii :!: Q) > 'iij c: Q) ..c: f!! c. E o u f!! 8 rn ~~~~~:g:g~~ ~~ "2 ;= CIS CIS a:::....J en CON 0...... COCO NNNNNNN f!! o o rn COIOO......COCOCON ............enNIO~~N ~ .:.: Q) c:.:.: CIS :> a:::Cl colOo......enC'>~ NNC'>NNNN f!! o o rn ~ffi~CO~~~(; C'> ..c: .:.: 0 ~~ a:::c. <( ~~(j)CON~N 1:C'> ,!2l 0 Q)- :;:..... C'>C'>C'>.....NNN j!l c: Q) E f!! '5 >. C" - ro ~:ctIJ- <(CIS"*.s O"E"O.c E Q) Q) ~ ,~ iii E 0 v, ; @ ~ ~ .~ o~~m~ ,~~ CIS E u Q) 5l ... Q) E 0 ~ ,!!l 'E c. u.. t5 ;:. :ii a; 2i ~ ~ ,~,:: 'fii ~ an ~ ~ Q. .g ~WCl:~.o $ ~-g-g W c: m CIS ,!!! 0 iii iii ro "t: =' ...J g ~ ~ .; c:Q)O-glZ-c:c: O:gQ)"''ECIS~OO 'iij 'c, - 1:: == E E rJlC:~Q).g.oQ)Q) ,*W:>U....J<(ClCl It Q) :c 'iij rJl o c. m '0 I- .....COCO~.....O CO............CONCO C'>C'> ...... CO coco N N N N CO......~.....CO COIOIOION N Nenco...... N~~T"" ......NNC'>~ N~..... co en~~..... ..... C'>C'>C'>C'> rJl Q) > n Q) :c o ~ rJl rJl Q) -c ~ rJl Q) > U Q) :c o ;; ";: Q) ~ ,!; c: ,2 iii "E en g ~~:;"E ~CI)"E(l) .e-.!!lQ)E f!?"iii ~ & ~gc.:g E....J-CIS Q).s~:!: E1:~t5 ~ ,!2lg ,~ Q.)(/)..c...... I-EI-o.. rJl o <;::: '0 Q) C. rJl - mOl o :9:0 ~ ..6 'u) "0 :>rJl Ol rn 8- -;:..c: CIS o o"i:: co ~~!!o I a. 'L:; I- c.U <( c: o .~ 01 "" ~ ~ c::.;::::; g ~ ~U) Ui ~ ~ f!!,~ ~~.Q 'c ai e 2iE~ Xc:..c: Wo::::' $'~ ~ ClSWU Qi a::: Nen.....o IOCONIO ..... ..... co C'> N N CO......C'> ~100 ..... C'> en N..... co N 0 C'>~CO en~ ..... ..... N C'> m Ol B:c ..6 '(ii :> rJl rn8- ClSm ~o Ul- COCO~OO ~C'>C'>NCO ..... ..... ~ en ...... N..... ..... ONN~ ~C'>Nen OCO..... N..... ..... CO~NN T"" .,.... T"" -.:t CO......CO N N N "0 Q) N '2 01 o o f!! rJl ~ Ol '2 > CIS ~"fi c: Q) ~ E mOl "0 Ol ,!; _ ~g-g.s ~:gLf~ "oo!! I ..c ~,~ ~~ o E $ ,!!! ~;=~~ ..c 0 VJ "C '~ S c: U rJl Q) rJl ,2 Q)~oC6 'c, ~ U "E Q) m E Q) ~o:>E (j) 13 ,~ .!!1 Q) CIS ,!; ~ :c Q.:!: ,- m ..... ..... tIJ cJ2.E~ Q) "0 -g '> ~ * Q) e Ci.zzo.. E Ol :c 'iij rJl o c. m '0 I- Q) iii ,~ u m :9 ~rJl.c ~,~ ~ C) 10 .~ Q):; Q) a::: 01 ,..: o~O c:o ,2 Q) ~O'J Q)"O "0 Q) 'iij -;: c: 0 o c: u.:.: !!C CIS f!! 'i:: C'O c.c. [~ c. <( 10100 ...... ...... en 10 N ~~ 1010 co ..... N N ~~ ~ ..... C'> Q) :c 'iij rJl o c. m '0 I- 00 co co ON ..... ..... ...... co co co to ...... ..... (; en ...... co co ..... c:i 10 ..... en ~ 10 ~ 0; CIS '-~ Q) :c 8'iij rJl <i:~ ~(ij me el- l- rJl f!! 8 rn Q) 01 ~ Q) > <(