Disposition of Wastewater-Associated Polybrominated Diphenyl Ethers in a Freshwater Receiving Stream

Total Page:16

File Type:pdf, Size:1020Kb

Disposition of Wastewater-Associated Polybrominated Diphenyl Ethers in a Freshwater Receiving Stream W&M ScholarWorks Dissertations, Theses, and Masters Projects Theses, Dissertations, & Master Projects 2006 Disposition of Wastewater-Associated Polybrominated Diphenyl Ethers in a Freshwater Receiving Stream Mark Joseph La Guardia College of William & Mary - Arts & Sciences Follow this and additional works at: https://scholarworks.wm.edu/etd Part of the Environmental Sciences Commons, and the Hydrology Commons Recommended Citation La Guardia, Mark Joseph, "Disposition of Wastewater-Associated Polybrominated Diphenyl Ethers in a Freshwater Receiving Stream" (2006). Dissertations, Theses, and Masters Projects. William & Mary. Paper 1539626851. https://dx.doi.org/doi:10.21220/s2-5pjx-m003 This Thesis is brought to you for free and open access by the Theses, Dissertations, & Master Projects at W&M ScholarWorks. It has been accepted for inclusion in Dissertations, Theses, and Masters Projects by an authorized administrator of W&M ScholarWorks. For more information, please contact [email protected]. Disposition of Wastewater-Associated Polybrominated Diphenyl Ethers In a Freshwater Receiving Stream A Thesis Presented to The Faculty of the Department of Chemistry The College of William and Mary in Virginia In Partial Fulfillment Of the Requirements for the Degree of Master of Science by Mark Joseph La Guardia 2006 APPROVAL SHEET This thesis is submitted in partial fulfillment of the requirements for the degree of Master of Science Marlt J. La Guardia Approved by the Committee, December 2006 TABLE OF CONTENTS Page List of Tables iv List of Figures v Abstract viii Introduction 2 Study Goal 19 Study Site and Sample Location 21 Samples, Methodology and Quality Control 29 Results 42 Discussion 64 Conclusion 84 Appendix 87 References 101 Vita 106 iii LIST OF TABLES Table Page 1. Technical flame-retardant (penta-, octa-, and deca-PBDEs) compositions (%, w/w) 5 2. PBDEs detected in various environmental and biological matrixes 8 3. Sample ID, location, % lipids and %TOC 24 4. PBDE congener analysis, Relative Retention Indices (RRIs) and major fragmentation ions (El and ECNI) 36 5. Matrix spiking solution 41 6. PBDEs (pg/kg, dry weight) in wastewater sludge, Roxboro WWTP, NC. 47 7a. PBDEs (pg/kg, %TOC) in sediments from Marlowe/Storys Creek and tributaries, collected 2002 53 7b. PBDEs (pg/kg, %TOC) in sediments from Marlowe/Storys Creek and tributaries, collected 2005, plus analytical blanks 54 8. PBDEs (pg/kg, %lipid) in biota collected at Roxboro WWTP outfall and analytical blank 59 9. Matrix (NaSC> 4, sediments and fish tissue) PBDEs fortified recoveries and replicate analysis 63 LIST OF FIGURES Figure Page 1. Representative PBDE structure 4 2. Tetra- to hexa-BDEs in biosolids compared to DE-71 composition 16 3. Hyco River subbasin, North Carolina, U.S. (NCDENR, 2000) 22 4a. Sample locations on lower Marlowe/Storys Creek, Person County, NC. 27 4b. Sample locations on upper Marlowe/Storys Creek and tributaries (Ghent and Storys Creeks), Person County, NC. 28 5a. Representative chromatograph of 27 PBDEs, ptclb and DCDE by on-column injection, ECNI-SIM (DB-5HT, 30 m, 0.25mm i.d., 0.1 pm) 33 5b. Representative chromatograph of 27 PBDEs, ptclb and DCDE by split/splitless injection, ECNI-SIM (DB-5HT, 30 m, 0.25mm i.d., 0.1 pm) 33 6. BDE-209 comparison using on-column and split/splitless injectors 35 7. Relative Retention Indices (RRIs) formula 39 8. ECNI “full-scan” spectra of octa-PBDEs illustrating differences in spectra as a function of bromine positioning 43 9. ECNI-SIM chromatograph of PBDEs in wastewater sludge (#5BW001) 45 10. El chromatograph of PBDE major ions in wastewater sludge (#5BW001) 46 11. ECNI-SIM comparison of sludge collected in 2005 and 2002 48 12a. El spectra of hexabromocyclododecane (HBCD) in sludge 50 12b. El spectra of 1,2-bis (2,4,6-tribromophenoxy) ethane (TBE) in sludge 50 v LIST OF FIGURES (continued) Figures Page 13. ECNI-SIM chromatograph of PBDEs in sediments (#0BS016) and (#5BS003) 51 14. El chromatograph of PBDE major ions in sediment (#5BS003) 52 15. ECNI-SIM chromatograph of PBDEs in biota (#0BF072) 56 16a. El chromatograph of tri- trough hexa-PBDEs major ions in biota (#0BF072) 57 16b. El chromatograph of hepta- through deca-PBDEs major ions in biota (#0BF072) 58 17a. Roxboro WWTP sludge (2002 and 2005) tri- through hexa-PBDEs 65 17b. Roxboro WWTP sludge (2002 and 2005) hepta- through deca-PBDEs 65 18. BDE-209 transfers to Roxboro WWTP (USEPA, TRI. 2006) 67 19. Penta-formulation (DE-71) compared to Roxboro WWTP sludge (2002 and 2005) and U.S. sludges (n=l 1) 69 20. Total PBDEs in Marlowe/Storys Creek surficial sediments, collected from Roxboro WWTP to 10.8 km downstream 71 21a. Marlowe/Storys Creek surficial sediment congener profiles (tri through octa-PBDEs), 2002 and 2005 73 21b. Marlowe/Storys Creek surficial sediments congener profiles (nona- through deca-PBDEs), 2002 and 2005 73 vi LIST OF FIGURES (continued) Figures Page 22. Tetra- through hepta-PBDEs homologue of surficial sediments and sludge (2002 and 2005) compared to DE-71 76 23 a. PBDEs in biota (tri- through hexa-PBDEs) 77 23b. PBDEs in biota (hepta- through deca-PBDEs) 77 24. Chromatograph of PBDEs in creek chub compared to common carp BDE-209 exposure study 81 25. Chromatograph of PBDEs in sunfish compared to rainbow trout BDE-209 exposure study 82 vii ABSTRACT Polybrominated diphenyl ethers (PBDEs) are commonly used brominated flame- retardants (BFRs). They are environmentally persistent and have become widely distributed. PBDEs can bioaccumulate and disrupt biological processes, e.g. the endocrine system. However, identification of their major routes of release into the environment is lacking. To date, the majority of PBDEs detected in biota contain six or fewer bromines, presumably from the recently discontinued commercial penta-PBDE product. However, the dominant PBDE product in commerce, the deca- formulation (containing >97% decabromodiphenyl ether (BDE-209), by weight), remains in commerce, as it is believed to pose comparatively minimal risk. Nonetheless, concerns exist over the possible debromination of deca- into more bioaccumulative congeners. However, this has only been shown under laboratory conditions. To evaluate the potential for debromination under realistic environmental conditions the distribution of PBDE congeners was tracked in a variety of matrices from a wastewater treatment plant (WWTP) sludge to receiving stream sediments and associated aquatic biota. Samples were collected in 2002 and 2005. GC/MS identified tri- through deca-PBDEs in these matrices. BDE-209 was the major congener in sludge (58.8 and 37.4 mg/kg, d.w., respectively), sediments (6.2 to 3150 mg/kg, %TOC) and some biota (non-detect to 21,650 pg/kg, l.w.). Also detected in these matrixes were 22 additional PBDEs, other major congers BDE- 206, -99 and -47 in sludge, -206, -207 and -99 in sediments and BDE-47, -99 and - 153 in biota. Sludge congener profiles were similar to the penta- and deca- formulations, suggesting minimal -209 debromination during wastewater treatment. Similar profiles were also observed in surficial sediments collected at the outfall and several km downstream, again indicating minimal debromination. Sludge and sediments contained additional BFRs of emerging concern, e.g. hexabromocyclododecane (< 8 mg/kg) and 1,2-bis (2,4,6-tribromophenoxy) ethane (<1.1 mg/kg). Sunfish (Lepomis gibbosus), creek chub (Semotilus atromaculatus) and crayfish (Cambarus puncticambarus sp. c) collected in 2002 near the outfall and sunfish collected in 2005, were depurated and whole body PBDE analyses conducted. Sunfish (2002, 2005) profiles were similar, but -209 (2880 pg/kg) was only detected in the 2002 sample. BDE-179, -184, -188, -201 and -202 were also detected in these biota samples, but not in sludges or sediments. A previous laboratory study identified these same BDE-209 debromination products in fish. This suggests that metabolic debromination of -209 does occur in the aquatic environment under realistic conditions. Hence risk assessments that assume no BDE-209 debromination may underestimate associated bioaccumulation and toxicity attributable to the less brominated congeners produced. Disposition of Wastewater-Associated Polybrominated Diphenyl Ethers In a Freshwater Receiving Stream INTRODUCTION Polybrominated diphenyl ethers (PBDEs) [Figure 1] are widely used flame- retardant additives in polymers and textiles. The demand for polymer-based products for electrical and electronic equipment, as well as automotive equipment, construction materials, and textiles has increased over the past decade. Accordingly, the demand for brominated flame-retardants (BFRs) for these products has doubled from an estimated 145,000 metric tonnes (MT) in 1990 to 310,000 MT in 2000 (Alaee et al., 2003). These continue to be produced at high volumes (237,727 and 223,482 MT for 2002 and 2003, respectively) (http://www.bsef.com/bromine/our industry/ (BSEF, 2006)). Of the BFRs, PBDEs were only surpassed by tetrabromobisphenol-A (TBBPA) in regards to production volume (2001 global demand 67,390 versus 119,700 MT respectively (BSEF, 2006)). PBDEs were typically produced commercially at three different levels of bromination, nominally penta-, octa- and deca-PBDEs. The deca-PBDE formulation made up 83.3% of the 2001 PBDE global market demand, followed by penta- 11.1% and octa- 5.6% (BSEF, 2006). PBDEs have been commonly used in furniture (polyurethane foam), wire and cable insulation (styrene copolymers), electronics and computers (high- impact polystyrene). The vast majority of the global penta-PBDE production was consumed in North America (e.g. 98% in 2001), mostly to flame retard polyurethane foams used in furniture padding (Renner, 2000a). However, unlike reactive BFRs like TBBPA, PBDEs are simply blended with the polymers during their formation and thus may migrate from products more readily (Alaee et al., 2003). 2 Since the 1981 report of PBDEs in fish from Sweden (Anderson and Blomkuist, 1981), subsequent papers have documented their widespread distribution in the environment (de Boer et al., 1998, Hale et al., 2001a and Renner, 2000b).
Recommended publications
  • Basinwide Assessment Report Roanoke River Basin
    BASINWIDE ASSESSMENT REPORT ROANOKE RIVER BASIN NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Division of Water Quality Environmental Sciences Section December 2010 This Page Left Intentionally Blank 2 TABLE OF CONTENTS Section Page LIST OF APPENDICES ...............................................................................................................................3 LIST OF TABLES.........................................................................................................................................3 LIST OF FIGURES.......................................................................................................................................4 INTRODUCTION TO PROGRAM METHODS..............................................................................................5 BASIN DESCRIPTION..................................................................................................................................6 ROA RIVER HUC 03010103—DAN RIVER HEADWATERS.......................................................................7 River and Stream Assessment .......................................................................................................7 ROA RIVER HUC 03010104—DAN RIVER……………………………………………………………………...9 River and Stream Assessment……………………………………………………………………….…..9 ROA RIVER HUC 03010102—JOHN H. KERR RESERVOIR………………………………………………..11 River and Stream Assessment………………………………………………………………………….11 ROA RIVER HUC 03010106—LAKE GASTON………………………………………………………………..13 River and Stream Assessment………………………………………………………………………….13
    [Show full text]
  • Drinking Water
    PERSON COUNTY 2011 COMMUNITY HEALTH ASSESSMENT Volume Two: Environmental Data October, 2011 Person County Community Health Assessment – Volume Two Table of Contents Table of Contents Introduction . 5 Chapter One: Water Quality . 6 Water Resource Agencies in North Carolina . 7 Surface Water . 7 River Basins and Watersheds . 8 Roanoke River Basin . 8 Biological Parameters of Water Quality . 9 Chemical and Physical Parameters of Water Quality . 10 Whole Effluent Toxicity . 11 Lake and Reservoir Water Quality . 11 Impaired Water Bodies in the Roanoke River Basin . 14 Neuse River Basin . 15 Tar-Pamlico River Basin . 16 Fish Kills . 16 Fish Consumption Advisories . 17 Groundwater . 18 Aquifers . 18 Surficial Aquifer . 18 Fractured Bedrock Aquifer . 18 Groundwater Incidents . 19 Chapter Two: Air Quality . 20 Outdoor Ambient Air . 20 Criteria Air Pollutants . 20 Annual CAP Maxima . 22 Air Quality Index . 23 Sources of Criteria Air Pollutants . 24 EPA Air Quality Non-Attainment Areas . 25 Vehicle Inspection Mandates . 25 Vehicle Miles Driven . 25 Vehicles Powered by Alternative Fuels . 26 Mass Transportation . 27 Hazardous Air Pollutants . 28 Caveats Using HAP Data . 28 Cancer and Noncancer HAP Risks . 29 Indoor Ambient Air . 30 Carbon Monoxide . 31 Carbon Monoxide Poisoning Deaths . 31 Radon . 32 Health Risks of Radon . 32 Environmental Tobacco Smoke . 33 Other Health Effects of Air Pollution . 35 Sick Building Syndrome/Building-Related Illness . 35 2 Person County Community Health Assessment – Volume Two Table of Contents Asthma . 36 Cardiovascular Events . 37 Chapter Three: Toxic Chemical Releases . 39 Toxic Release Inventory . 39 Land Contamination . 52 Superfund Sites . 52 Brownfields . 52 Inactive Hazardous Sites . 53 Hazardous Substances Emergency Events . 53 Chapter Four: Lead Hazards .
    [Show full text]
  • ABSTRACT HENSON, MARY NELL. Assessing the Influence of Tilapia
    ABSTRACT HENSON, MARY NELL. Assessing the Influence of Tilapia on Sport Species in North Carolina Reservoirs (Under the direction of Dr. D. Derek Aday and Dr. James A. Rice). Redbelly Tilapia Tilapia zilli, Blue Tilapia Oreochromus aureus and Nile Tilapia Oreochromis niloticus are indigenous to Africa and the Middle East, but now are globally popular in aquaculture and for private and public stocking as a forage fish for sport species and as a biological control for nuisance vegetation. It is fairly well understood that foraging flexibility and wide salinity, oxygen and temperature tolerances have led to general invasion success for most tilapia species. The invasive nature of these species at a global scale and the lack of recent and applicably tested thermal tolerance methodology requires research to assess the current potential for invasion risk in North Carolina and elsewhere. In addition, conflicting empirical information about the influence of tilapia on native sport species leaves natural resource managers unable to anticipate potential risks to native sport species associated with possible additional introductions. This investigation focuses on assessing thermal cold tolerance of popular tilapia species, thought to be one of the only factors limiting their expansion, as well as investigating effects of tilapia on sport species in two NC reservoirs with extant tilapia populations: Hyco Lake, a large reservoir in northcentral NC and Lake Julian, a small impoundment in western NC. These reservoirs receive heated effluent from power-generating plants, which is assumed to provide winter refuge for tilapia at a time when temperatures would otherwise lead to mortality. We assessed abundances of tilapia and native sport species (Bluegill Lepomis macrochirus, black basses and Black Crappie Pomoxis nigromaculatus) in these systems and examined their trophic interactions via diet and stable isotope analyses in both lakes.
    [Show full text]
  • Xv WATER RESOURCES DATA—NORTH CAROLINA, 2005
    xv WATER RESOURCES DATA—NORTH CAROLINA, 2005 DISCONTINUED SURFACE-WATER DISCHARGE STATIONS The following continuous-record streamflow stations in North Carolina have been discontinued or converted to partial-record stations. Daily streamflow or stage records were collected and published for the period of record shown for each station. Station Drainage Period of number Station name area (mi2) record Albemarle Sound Basin 02043200 West Neck Creek at Indian River Road at Pungo, VA Indeterminate 1998-1999 0204343500 Intracoastal Waterway at Coinjock, NC Indeterminate 1998-1999 Chowan River Basin 02053400 Ahoskie Creek near Rich Square, NC 3.70 1964-73 02053450 Ahoskie Creek at Mintons Store, NC 24.0 1964-73 02053510 Ahoskie Creek tributary at Poortown, NC 2.60 1963-73 Roanoke River Basin 02068000 Dan River near Asbury, NC 71.4 1924-26 02069000 Dan River at Pine Hall, NC 501 1924-26 1986-91 02071500 Dan River at Leaksville, NC 1,150 1929-49 02074218 Dan River near Mayfield, NC 1,778 1976-84 02075160 Moon Creek near Yanceyville, NC 29.90 1961-74 1988-89 02077230 South Hyco Creek near Hesters Store, NC 29.9 1964-67 02077240 Double Creek near Roseville, NC 7.47 1964-75 1977-82 02077250 South Hyco Creek near Roseville, NC 56.5 1966-80 02077300 Hyco River at McGehees Mill, NC 191 1964-73 02077660 Mayo Creek near Woodsdale, NC 52.7 1975-77 Pamlico River Basin 02081800 Cedar Creek near Louisburg, NC 47.8 1956-75 02082000 Tar River near Nashville, NC 701 1928-71 02082500 Sapony Creek near Nashville, NC 64.8 1950-70 02082610 Tar River near Rocky Mount,
    [Show full text]
  • EPA Partial Approval and Decision Document for North Carolina 2014
    DECISION DOCUMENT for the Partial Approval of the North Carolina Department of Environment and Natural Resources’ 2014 Section 303(d) List submitted on March 31, 2014 Prepared by U.S. Environmental Protection Agency, Region 4 Water Protection Division July 2014 1 Contents I. Executive Summary ............................................................................................................................. 4 II. Statutory and Regulatory Background ............................................................................................... 4 A. Identification of Water Quality Limited Segments for Inclusion on the Section 303(d) List .............. 4 B. Consideration of Existing and Readily Available Water Quality Related Data and Information (40 CFR Part 130.7(b)(5)(i-iv)) ......................................................................................................................... 5 C. Priority Ranking .................................................................................................................................. 6 III. Analysis of the North Carolina Submittal ........................................................................................... 6 A. Review of North Carolina’s Identification of Waters (40 CFR 130.7(b)(6)(i - iv)) .............................. 6 1. North Carolina’s Water Quality Standards and Section 303(d) List Development .......................... 7 2. Consideration of Existing and Readily Available Water Quality-Related Data and Information ... 8 3. Assessment Unit Delineation
    [Show full text]
  • Person Class: %
    Report Date: 09/01/07 North Carolina Waterbodies Listed by County Records Found: 59 Search Parameters: Note: Waterbodies are listed in more than one county if they cross county lines. County: Person Class: % No Records Returned! SpDes: % Name: % Index#: % Name of Stream Description Curr. Class Date Basin Stream Index # Person County Winns Creek From source to North B 03/01/77 Roanoke 22-57 Carolina-Virginia State Line Brandon Creek From source to North B 03/01/77 Roanoke 22-57-1 Carolina-Virginia State Line Hyco River, From source in Hyco WS-V,B 04/01/99 Roanoke 22-58-(0.5) including Hyco Lake to dam of Hyco Lake below Lake, including elevation 410 tributary arms below elevation 410 Hyco River From dam of Hyco Lake C 07/17/79 Roanoke 22-58-(9.5) to North Carolina-Virginia State Line, includding all portions in North Carolina Ghent Creek From source to Hyco C 09/01/74 Roanoke 22-58-10 River Powells Creek From North C 09/01/74 Roanoke 22-58-11 Carolina-Virginia State Line to Hyco River Storys Creek From a point 0.9 mile WS-II;HQW,CA 08/03/92 Roanoke 22-58-12-(1.5) [Roxboro City downstream of N.C. Lake (Lake Issac Hwy. 57 to Roxboro Walton)] City Lake Dam Storys Creek From source to a point WS-II;HQW 08/03/92 Roanoke 22-58-12-(1) 0.9 mile downstream of N.C. Hwy. 57 Storys Creek From Roxboro City Lake B 09/01/57 Roanoke 22-58-12-(4) (Chub Lake) Dam to dam at Chub Lake Storys Creek From dam at Chub Lake C 07/01/73 Roanoke 22-58-12-(5) to Hyco River Satterfield Creek From source to a point WS-II;HQW 08/03/92 Roanoke 22-58-12-2-(1) 0.5 mile downstream of N.C.
    [Show full text]
  • NATURAL HERITAGE PROGRAM 2021 BIENNIAL REPORT Compiled
    Roy Cooper Governor D. Reid Wilson Secretary, Department of Natural and Cultural Resources Walter Clark Director, Division of Land and Water Stewardship Executive Director, NC Land and Water Fund NATURAL HERITAGE PROGRAM 2021 BIENNIAL REPORT Compiled by Misty Buchanan, Deputy Director for Natural Heritage Division of Land and Water Stewardship Department of Natural and Cultural Resources Raleigh, North Carolina www.ncnhp.org Table of Contents REPORT ON ACTIVITIES OF 2019-2020 .................................................................................................................... 2 INFORMATION SERVICES ................................................................................................................................................. 2 INVENTORY .............................................................................................................................................................................. 5 NATURAL AREA CONSERVATION ............................................................................................................................ 19 NATURAL HERITAGE PROGRAM STAFF ............................................................................................................... 26 MAJOR ACTIVITIES PLANNED FOR 2021-2022 ................................................................................................. 27 APPENDIX A: PUBLICATIONS AND REPORTS .................................................................................................... 28 APPENDIX B: BIENNIAL PROTECTION
    [Show full text]
  • VNIIO^VD HI>ION
    CNV 1-H1TVHH '1N3WNOHIAN3 3O lN3FSLLHVd3CI VNFIOW3 H1HON 1N3W3DVNVIM 1V1N3WNOHIAN3 3O NOISIAIQ 3i[j HJTM uopmadooo ui paj^dajj v.r. < ' ^ V f JSAiy Y_ > 031[UIEJ \ -JB1 V'%. 43AI» S5JOUBOJj A3AHAS1V3IDO1O3D * S'fl VNIIO^VD HI>ION GLOSSARY Base flow. The contribution of flow to a stream from ground water or spring effluent. Climatic year. A continuous 12-month period during which a complete annual cycle occurs. In low-flow analyses, the climatic year typically is from April 1 through March 31, designated by the calendar year in which the climatic year begins. The year begins and ends during the period of increased flows so that all flows during a single dry season are included in annual values for that year. Continuous-record gaging station. A site on a stream where continuous records of gage height are collected and discharge records are computed. Drainage area. The drainage area of a stream at a specified location is that area, measured in a horizontal plane, which is enclosed by a drainage divide. Gage height. The water-surface elevation referenced to some arbitrary gage datum, often used interchangeably with the term "stage." Low flow. Base flow or sustained fair weather flow. Partial-record gaging station. A site on a stream where periodic discharge measure-ments are collected, usually for a period of years. The data collected at partial-record stations are often correlated with data at nearby continuous- record stations to estimate low-flow characteristics at the partial-record stations. Recurrence interval. The average interval of time within which the magnitude of an extreme event will be equaled or exceeded once.
    [Show full text]
  • Lake & Reservoir Assessments Roanoke River Basin
    LAKE & RESERVOIR ASSESSMENTS ROANOKE RIVER BASIN Lake Isaac Walton Intensive Survey Unit Environmental Sciences Section Division of Water Quality March 15, 2010 TABLE OF CONTENTS TABLES ............................................................................................................................ 3 GLOSSARY ...................................................................................................................... 4 OVERVIEW ....................................................................................................................... 6 ASSESSMENT METHODOLOGY .................................................................................... 6 ASSESSMENT BY 8-DIGIT HUC HUC 03010102 John H. Kerr Reservoir ........................................................................................ 8 HUC 03010103 Hanging Rock Lake .............................................................................................. 9 Kernersville Reservoir ......................................................................................... 10 Belews Lake .......................................................................................................... 11 HUC 03050104 Farmer Lake .......................................................................................................... 12 Hyco Lake.............................................................................................................. 14 Lake Roxboro .......................................................................................................
    [Show full text]
  • Bacteria TMDL Development for the Dan River, Blackberry Creek, Byrds
    Bacteria TMDL Development for the Dan River, Blackberry Creek, Byrds Branch, Double Creek, Fall Creek, Leatherwood Creek, Marrowbone Creek, North Fork Mayo River, South Fork Mayo River, Smith River, Sandy Creek, and Sandy River Watersheds Submitted by Virginia Department of Environmental Quality Prepared by and 2445 M Street, NW Washington, DC 20037 September 2008 Bacteria TMDLs for Dan River, Blackberry Creek, Byrds Branch, Double Creek, Fall Creek, Leatherwood Creek, Marrowbone Creek, North Fork Mayo River, South Fork Mayo River, Smith River, Sandy Creek, and Sandy River Watersheds Executive Summary This report presents the development of bacteria TMDLs for the Dan River, Blackberry Creek, Byrds Branch, Double Creek, Fall Creek, Leatherwood Creek, Marrowbone Creek, North Fork Mayo River, South Fork Mayo River, Sandy Creek, Sandy River, and Smith River watersheds. These water bodies were listed as impaired on Virginia’s 303(d) Total Maximum Daily Load Priority List and Reports (DEQ, 1998, 2002, 2004, 2006) because of violations of the state’s water quality standards for E. coli and fecal coliform bacteria. Description of the Study Area The Dan River watershed is located within the borders of Carroll, Floyd, Franklin, Halifax, Henry, Mecklenburg, Patrick, and Pittsylvania counties in Virginia, as well as Caswell, Forsyth, Granville, Guilford, Orange, Person, Rockingham, Stokes, and Surry counties in North Carolina. Within the watershed’s boundaries there are also the cities of Danville, Martinsville, and South Boston in Virginia. All
    [Show full text]
  • Estimating the Magnitude and Frequency of Floods in Rural Basins of North Carolina
    Estimating the Magnitude and Frequency of Floods in Rural Basins of North Carolina By Benjamin F. Pope and Gary D. Tasker U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 99–4114 Prepared in cooperation with the North Carolina Department of Transportation Raleigh, North Carolina 1999 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Charles G. Groat, Director The use of firm, trade, and brand names in this report is for identification purposes only and does not constitute endorsement by the U.S. Geological Survey. For additional information write to: Copies of this report can be purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Information Services 3916 Sunset Ridge Road Federal Center, Box 25286 Raleigh, NC 27607-6416 Denver, CO 80225 CONTENTS Abstract ................................................................................................................................................................................. 1 Introduction........................................................................................................................................................................... 1 Purpose and scope....................................................................................................................................................... 2 Approach..................................................................................................................................................................... 2 Data compilation
    [Show full text]
  • Categorical Exclusion Action Classification Form
    CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM TIP Project No. B-5327 W.B.S. No. 46041.1.1 Federal Project No. BRZ-1300(13) A. Project Description: The purpose of this project is to replace Person County Bridge No. 49 on SR 1300 (Concord Church Road) over South Hyco Creek (see Figure 1 and Figure 2). Bridge No. 49 is 201 feet long. This project is being designed under Sub Regional Tier Guidelines. The replacement structure will be a bridge approximately 210 feet long providing a minimum 24-foot clear deck width. The bridge will include two 10-foot lanes to match existing lane widths and 2-foot offsets. The bridge length is based on preliminary design information and is set by hydraulic requirements. The roadway grade of the new structure will be approximately the same as the existing structure. The approach roadway will extend approximately 360 feet from the west end of the new bridge and 520 feet from the east end of the new bridge. The approaches will be widened to include a 20-foot roadway width providing two 10-foot lanes. Four-foot shoulders (7-foot shoulders where guardrail is included) with 2-foot paved will be provided on each side. The roadway will be designed as a Rural Local Route with a 45 mile per hour (mph) design speed. Traffic will be detoured off-site during construction (see Figure 1). B. Purpose and Need: NCDOT Bridge Management Unit records indicate Bridge No. 49 has a sufficiency rating of 27.11 out of a possible 100 for a new structure.
    [Show full text]