Buchanan Comprehensive Plan
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ABSTRACT ROBINSON, JASON LESLEY. Discontinuities in Fish Assemblages and Efficacy of Thermal Restoration in Toxaway River, NC
ABSTRACT ROBINSON, JASON LESLEY. Discontinuities in fish assemblages and efficacy of thermal restoration in Toxaway River, NC (Under the direction of Peter S. Rand) Biogeographical studies in the Toxaway and Horsepasture Rivers, (Transylvania County, NC) were initiated along with the creation of a state park in the area. This region is noted for extreme topographic relief, high annual rainfall totals and many rare and endemic plants and animals. The study area encompasses a portion of the Blue Ridge Escarpment and the associated Brevard Fault Zone. These geologic features are important factors in determining the distribution of stream habitats and organisms. I hypothesize that major waterfalls and cascade complexes have acted to discourage invasion and colonization by fishes from downstream. This hypothesis is supported by longitudinal fish assemblage patterns in study streams. Fish species richness in Toxaway River increased from 4 to 23 between Lake Toxaway and Lake Jocassee, a distance of 10 river kilometers. No species replacement was observed in the study area, but additions of up to 7 species were observed in assemblages below specific waterfalls. A second component of the research examines the efficacy of a rapid bioassessment procedure in detecting thermal and biological changes associated with a reservoir mitigation project in an upstream site on Toxaway River. The mitigation project began in the winter of 2000 with the installation of a hypolimnetic siphon to augment the overflow release with cooler water during summer months. I record a greater summer temperature difference on Toxaway River below Lake Toxaway (comparison of pre- vs. post-manipulation), relative to control sites. -
15A Ncac 02B .0100-.0300
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY Division of Water Resources Administrative Code Section: 15A NCAC 02B .0100: Procedures for Assignment of Water Quality Standards 15A NCAC 02B .0200: Classifications and Water Quality Standards Applicable to Surface Waters and Wetlands of North Carolina 15A NCAC 02B .0300: Assignment of Stream Classifications Amended Effective: November 1, 2019 ENVIRONMENTAL MANAGEMENT COMMISSION RALEIGH, NORTH CAROLINA This document available at: https://files.nc.gov/ncdeq/csrrb/tri_rev_17to19/15A_NCAC_02B_.0100- .0300.pdf SUBCHAPTER 02B - SURFACE WATER AND WETLAND STANDARDS SECTION .0100 - PROCEDURES FOR ASSIGNMENT OF WATER QUALITY STANDARDS 15A NCAC 02B .0101 GENERAL PROCEDURES (a) The rules contained in Sections .0100, .0200 and .0300 of this Subchapter, which pertain to the series of classifications and water quality standards, shall be known as the "Classifications and Water Quality Standards Applicable to the Surface Waters and Wetlands of North Carolina." (b) The Environmental Management Commission (hereinafter referred to as the Commission), prior to classifying and assigning standards of water quality to any waters of the State, shall proceed as follows: (1) The Commission, or its designee, shall determine waters to be studied for the purpose of classification and assignment of water quality standards on the basis of user requests, petitions, or the identification of existing or attainable water uses, as defined by Rule .0202 of this Subchapter, not presently included in the water classification. (2) In determining the best usage of waters and assigning classifications of such waters, the Commission shall consider the criteria specified in G.S. 143-214.1(d). In determining whether to revise a designated best usage for waters through a revision to the classifications, the Commission shall follow the requirements of 40 CFR 131.10 which is incorporated by reference including subsequent amendments and editions. -
HAMPTON ROADS CLOSURES on WATER CROSSINGS, INTERSTATES and OTHER NOTABLE DETOURS for the Week of Jan
RELEASE: IMMEDIATE Dec. 31, 2020 CONTACT: Media Line: 757-956-3032 [email protected] HAMPTON ROADS CLOSURES ON WATER CROSSINGS, INTERSTATES AND OTHER NOTABLE DETOURS For the week of Jan. 3-9 NOTE: This list covers full closures of interstates, ramps, bridges and primary roads, and lane closures at the bridge-tunnels and the Berkley, Coleman, High Rise and James River bridges. *Scheduled closures are subject to change based on weather conditions and other factors.* For information on the many other lane closures necessary for maintenance and construction throughout Hampton Roads, visit 511Virginia.org, download the 511VA smartphone app, or dial 511. Bridges & Tunnels: Monitor-Merrimac Memorial Bridge-Tunnel, I-664: Single-lane closures northbound on Jan. 4-5 as early as 8 p.m. to 5 a.m. Single-lane closures southbound on Jan. 4-7 as early as 8 p.m. to 5 a.m. Alternating, mobile, single-lane closures northbound on Jan. 6 from 9 p.m. to 5 a.m. James River Bridge, Route 17: Single-lane closures in both directions on Jan. 4 from noon to 3 p.m. and on Jan. 5-8 from 9 a.m. to 3 p.m. HRBT Expansion Project: For lane closures and project updates related to the HRBT Expansion Project, visit HRBTExpansion.org. Elizabeth River Tunnels (Downtown/Midtown Tunnels): Go to Elizabeth River Tunnels for maintenance schedules on the Downtown Tunnel (I-264), Midtown Tunnel (U.S. 58) and MLK Expressway (Route 164). I-64 Widening Segment III Project, York County: Lane closures under flagger control on Lakeshead Drive at the I-64 overpasses on Jan. -
Watauga River Water Quality Management Plan (2002)
WATAUGA RIVER WATERSHED (06010103) OF THE TENNESSEE RIVER BASIN WATER QUALITY MANAGEMENT PLAN TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION DIVISION OF WATER POLLUTION CONTROL WATERSHED MANAGEMENT SECTION August 13, 2002 WATAUGA RIVER WATERSHED WATER QUALITY MANAGEMENT PLAN TABLE OF CONTENTS Glossary Chapter 1. Watershed Approach to Water Quality Chapter 2. Description of the Watauga River Watershed Chapter 3. Water Quality Assessment of the Watauga River Watershed Chapter 4. Point and Nonpoint Source Characterization of the Watauga River Watershed Chapter 5. Water Quality Partnerships in the Watauga River Watershed Chapter 6. Future Plans Appendix I Appendix II Appendix III Appendix IV Appendix V Glossary GLOSSARY 1Q20. The lowest average 1 consecutive days flow with average recurrence frequency of once every 20 years. 30Q2. The lowest average 3 consecutive days flow with average recurrence frequency of once every 2 years. 7Q10. The lowest average 7 consecutive days flow with average recurrence frequency of once every 10 years. 303(d). The section of the federal Clean Water Act that requires a listing by states, territories, and authorized tribes of impaired waters, which do not meet the water quality standards that states, territories, and authorized tribes have set for them, even after point sources of pollution have installed the minimum required levels of pollution control technology. 305(b). The section of the federal Clean Water Act that requires EPA to assemble and submit a report to Congress on the condition of all water bodies across the Country as determined by a biennial collection of data and other information by States and Tribes. AFO. Animal Feeding Operation. -
Nc Deq - Divison of Water Resources 2B .0300
NC DEQ - DIVISON OF WATER RESOURCES 2B .0300 . 0303 SAVANNAH RIVER BASIN Name of Stream Description Class Class Date Index No. CHATTOOGA RIVER (Cashiers From source to North B;Tr,ORW 03/01/89 3 Lake) Carolina-Georgia State Line (North) Fowler Creek (Hampton From source to Upper Dam at B;Tr:+ 07/01/61 3-1-(1) Lake) Hampton Lake (North) Fowler Creek From Upper Dam at Hampton Lake C;Tr:+ 07/01/61 3-1-(2) to Chattooga River Green Creek From source to Chattooga River C:+ 07/01/61 3-2 Norton Mill Creek From source to Chattooga River C;Tr:+ 07/01/73 3-3 Cane Creek From source to Chattooga River C;Tr:+ 07/01/61 3-4 Holly Branch From source to Cane Creek C:+ 07/01/61 3-4-1 Ammons Branch From source to Chattooga River C;Tr:+ 07/01/61 3-5 Glade Creek From source to Chattooga River C;Tr:+ 07/01/61 3-6 Scotsman Creek From source to Chattooga River C;Tr,ORW 03/01/89 3-7 Bryson Branch From source to Scotsman Creek C;Tr,ORW 03/01/89 3-7-1 (South) Fowler Creek From source to Chattooga River C;Tr:+ 07/01/73 3-8 Nicholson Licklog Creek From source to Fowler Creek C:+ 07/01/61 3-8-1 Chester Branch From source to Nicholson Licklog C:+ 07/01/61 3-8-1-1 Creek Bad Creek From source to North Carolina-South C 07/01/61 3-9 Carolina State Line East Fork Chattooga River From source to North Carolina-South C;Tr 07/01/73 3-10 Carolina State Line Jacks Creek From source to North Carolina-South B;Tr 03/01/77 3-10-1 Carolina State Line Overflow Creek From source to North C;Tr,ORW 03/01/89 3-10-2 Carolina-Georgia State Line East Fork Overflow Creek From source to Overflow -
US 64 from West of NC 281 at Lake Toxaway to Indian Creek Transylvania County WBS No
US 64 From West of NC 281 at Lake Toxaway to Indian Creek Transylvania County WBS No. 34428.2.2 T.I.P. No. R-2409C EXECUTIVE SUMMARY 1. FEDERAL HIGHWAY ADMINISTRATION This is a Federal Highway Administration (FHWA) Administrative Action Categorical Exclusion. 2. CONTACTS The following individuals may be contacted for additional information concerning this Proposal: Mr. John F. Sullivan, III, P.E. Mr. Edward A. Green, P.E., Division Engineer Division Administrator Highway Division 14 Office Federal Highway Administration North Carolina Department of Transportation 310 New Bern Avenue, Suite 410 253 Webster Road Raleigh, North Carolina 27601 Sylva, NC 28779 Telephone: (919) 856-4346 Telephone: (828) 586-2141 3. OTHER GOVERNMENTAL ACTIONS REQUIRED The proposed action will require permits pursuant to Sections 401 and 404 of the Clean Water Act of 1977, as amended. A 401 Water Quality Certification from the Water Quality Section of the North Carolina Department of Environment and Natural Resources (NCDENR), Division of Water Quality will be needed for fill activity in adjacent wetlands and surface waters. A Section 404 permit issued by the US Army Corps of Engineers will be required to discharge and place fill materials into wetlands. 4. PROPOSED ACTION The North Carolina Department of Transportation (NCDOT) and FHWA propose transportation improvements to US 64 from 0.3 mile west of NC 281 at Lake Toxaway to Indian Creek, Transylvania County. The proposed project is included in the NCDOT 2012-2020 State Transportation Improvement Program (STIP) as project number R-2409C. The project consists of upgrading this 1.5-mile, two-lane roadway to improve geometric design conditions and add a climbing lane. -
Special Structures
SPECIAL STRUCTURES Garrett Moore, PE July 17, 2018 Chief Engineer Keep Virginia Moving Virginia Department of Transportation Chapter 2 (2018) Requirements for Virginia’s Large & Unique Bridge and Tunnel Structures • CTB Report by December 1, 2018 • Overall condition • Funding needs • Recommendations for addressing funding* within the State of Good Repair program • Assess the Impact of • Establishing a set-aside from the State of Good Repair program • Limited use of allowing district minimum cap waiver (§33.2-369(B)) • Other options the Board identifies *Eligibility Virginia Department of Transportation Special Structures Challenges • Currently no dedicated funding mechanism in code • Typically do not qualify as structurally deficient • Legislative requirement for State of Good Repair (SGR) funding • No end of life decision protocol within current code • Continue to maintain • Rebuild • SGR fund not big enough • Potential for Reserve Fund Virginia Department of Transportation Special Structures Challenges Special Structure Needs Estimated $1.7 B over 30 years in FY 2017 dollars Projected FY 2019 – FY 2024 - $961 M* or SGR Funding Projected ITD - FY 2017 – FY 2024 - $1.1 B *935 Structurally Deficient Bridges as of July 1, 2017 (851 as of July 10, 2018) Structurally Deficient Bridges 243 funded with State of Good Repair 326 funded with other funds Virginia Department of Transportation What Makes Structures Special • Risk (Fracture-Critical) • Complexity • Maintenance Cost • Importance • Long Detours • High Traffic • Economic Significance -
Wild Trout Waters (Natural Reproduction) - September 2021
Pennsylvania Wild Trout Waters (Natural Reproduction) - September 2021 Length County of Mouth Water Trib To Wild Trout Limits Lower Limit Lat Lower Limit Lon (miles) Adams Birch Run Long Pine Run Reservoir Headwaters to Mouth 39.950279 -77.444443 3.82 Adams Hayes Run East Branch Antietam Creek Headwaters to Mouth 39.815808 -77.458243 2.18 Adams Hosack Run Conococheague Creek Headwaters to Mouth 39.914780 -77.467522 2.90 Adams Knob Run Birch Run Headwaters to Mouth 39.950970 -77.444183 1.82 Adams Latimore Creek Bermudian Creek Headwaters to Mouth 40.003613 -77.061386 7.00 Adams Little Marsh Creek Marsh Creek Headwaters dnst to T-315 39.842220 -77.372780 3.80 Adams Long Pine Run Conococheague Creek Headwaters to Long Pine Run Reservoir 39.942501 -77.455559 2.13 Adams Marsh Creek Out of State Headwaters dnst to SR0030 39.853802 -77.288300 11.12 Adams McDowells Run Carbaugh Run Headwaters to Mouth 39.876610 -77.448990 1.03 Adams Opossum Creek Conewago Creek Headwaters to Mouth 39.931667 -77.185555 12.10 Adams Stillhouse Run Conococheague Creek Headwaters to Mouth 39.915470 -77.467575 1.28 Adams Toms Creek Out of State Headwaters to Miney Branch 39.736532 -77.369041 8.95 Adams UNT to Little Marsh Creek (RM 4.86) Little Marsh Creek Headwaters to Orchard Road 39.876125 -77.384117 1.31 Allegheny Allegheny River Ohio River Headwater dnst to conf Reed Run 41.751389 -78.107498 21.80 Allegheny Kilbuck Run Ohio River Headwaters to UNT at RM 1.25 40.516388 -80.131668 5.17 Allegheny Little Sewickley Creek Ohio River Headwaters to Mouth 40.554253 -80.206802 -
Athletics | Directions
Alliance Christian School 5809 Portsmouth Blvd. Portsmouth, VA 757- 488- 5552 Take I-64 east to I-664 Take I-664 through Monitor-Merrimac tunnel Get off Portsmouth Blvd. ( Portsmouth) - exit 11B Go straight for about 4 miles and look for the school on the right Soccer games are held at Hodges Manor Elementary School:1201 CHerokee Rd. Portsmouth, VA 23701 (757) 465-2921 Merge onto I-664 E toward Norfolk Merge onto I-664 S/Hampton Roads Belt via exit 264 toward Downtown Newport News/Suffolk/Chespeake Merge onto VA-337 E/Portsmouth Blvd via exit 11B toward Portsmouth Turn right onto Elmhurst Lane Turn right onto Cherokee Road Tennis and Golf are played at Portsmouth City Park at City Park Ave., Portsmouth, VA 23321 Amelia Academy Merge onto I-64 W via the ramp on the LEFT toward RICHMOND. Take the I-295 S / US-60 exit- EXIT 200- toward ROCKY MT NC. Merge onto VA-895 W / POCAHONTAS PKWY via EXIT 25 toward RICHMOND (Portions toll). Keep LEFT to take VA- 150 N / CHIPPENHAM PKWY. Merge onto US-360 W toward AMELIA. Turn LEFT onto VA-153. Turn RIGHT onto VA-38. End at Amelia Academy . Atlantic Shores School 1217 N. Centerville Turnpike Chesapeake, VA 23320 757-479-3110 Take I-64 East to 2 nd Indian River Road exit and just past Founders Inn turn right on Centerville Turnpike and the school is 1 mile past the intersection of Kempsville Rd. on the left. If you come by I-664: Take I-64 West towards Virginia Beach Take 1 st Indian River Road exit Turn right on Centerville Turnpike and the school is 1 mile past the intersection of Kempsville Rd. -
French Broad River Basin
NC DENR - DIVISON OF WATER QUALITY NO RECORDS RETURNED! Check Basin Name. Alphabetic List of NC Waterbodies FRENCH BROAD RIVER BASIN Name of Stream Subbasin Stream Index Number Map Number Class Aaron Branch FRB06 7-2-64-12-4 C10SW4 C;Tr Adams Branch FRB01 6-19 G07NE6 C;Tr Adkins Branch FRB04 6-96-11 D08SE8 WS-II;HQW Aiken Mill Creek FRB01 6-18 G07NE6 C;Tr Ailents Cove Branch FRB01 6-38-23-7 G08NE1 C Alexander Branch FRB04 6-96-2-1 E09NW1 WS-II;HQW Allan Branch FRB06 7-4 C09SE7 C Allen Branch FRB02 6-55-11-14 F09SW2 C Allen Branch FRB06 7-2-52-33-4 D09NE9 C;Tr Allen Creek FRB05 5-16-7-(1) F07NW7 WS-I;Tr,HQW Allen Creek FRB05 5-16-7-(8.5) F06NE6 C;Tr Allen Creek FRB04 6-112-26-13-1 D07NE3 C Allison Creek FRB01 6-33-3-(1) F08SW7 B;Tr Allison Creek FRB01 6-33-3-(2) F08SW7 C;Tr Allman Branch FRB04 6-94 E08NW3 C Ammons Branch FRB04 6-96-16-1-5 D08SE1 C Ammons Branch FRB04 6-106-5 D08SW3 C Amos Creek FRB04 6-112-21-2-1 D08NE4 C;Tr Anderson Branch FRB04 6-107 D07SE6 C Anderson Creek FRB05 5-3-15-1 F07NE4 WS-III;Tr Andy Branch FRB05 5-41-10-1-1 E06NE4 C;ORW Anglin Branch FRB06 7-2-63-3 D09NE4 C Appletree Branch FRB04 6-106-1-1 D08SW3 C Arrington Branch FRB04 6-96-16-2-1 D08NE7 C Arrington Branch (Rogers Branch) FRB05 5-31 E07NW7 C Ashley Branch FRB02 6-65 F08NE1 C Ashley Branch FRB06 7-2-14-1 C11SW4 WS-V;Tr Ashworth Creek FRB02 6-57-10 F09NE1 C Assembly Lake FRB02 6-78-1 E09SE3 B Austin Branch FRB02 6-70 E08SE8 C Avery Creek FRB03 6-34-16 F07SE6 B;Tr Avery Creek (Dubose Lake) FRB02 6-60 F08NW6 B Ayles Creek FRB06 7-2-52-33-11 D10NW7 C;Tr Back Branch -
French Broad River Basin
NC DEQ - DIVISON OF WATER RESOURCES Alphabetic List of NC Waterbodies FRENCH BROAD RIVER BASIN Name of Stream Subbasin Stream Index Number Map Number Class Aaron Branch FRB06 7-2-64-12-4 C10SW4 C;Tr Adams Branch FRB01 6-19 G07NE6 C;Tr Adkins Branch FRB04 6-96-11 D08SE8 WS-II;HQW Aiken Mill Creek FRB01 6-18 G07NE6 C;Tr Ailents Cove Branch FRB01 6-38-23-7 G08NE1 C Alexander Branch FRB04 6-96-2-1 E09NW1 WS-II;HQW Allan Branch FRB06 7-4 C09SE7 C Allen Branch FRB06 7-2-52-33-4 D09NE9 C;Tr Allen Branch FRB02 6-55-11-14 F09SW2 C Allen Creek FRB05 5-16-7-(1) F07NW7 WS-I;Tr,HQW Allen Creek FRB05 5-16-7-(8.5) F06NE6 C;Tr Allen Creek FRB04 6-112-26-13-1 D07NE3 C;ORW Allison Creek FRB01 6-33-3-(1) F08SW7 B;Tr Allison Creek FRB01 6-33-3-(2) F08SW7 C;Tr Allman Branch FRB04 6-94 E08NW3 C Ammons Branch FRB04 6-96-16-1-5 D08SE1 C Ammons Branch FRB04 6-106-5 D08SW3 C Amos Creek FRB04 6-112-21-2-1 D08NE4 C;Tr,ORW Anderson Branch FRB04 6-107 D07SE6 C Anderson Creek FRB05 5-3-15-1 F07NE4 WS-III;Tr Andy Branch FRB05 5-41-10-1-1 E06NE4 C;ORW Anglin Branch FRB06 7-2-63-3 D09NE4 C Appletree Branch FRB04 6-106-1-1 D08SW3 C Arrington Branch FRB04 6-96-16-2-1 D08NE7 C Arrington Branch (Rogers Branch) FRB05 5-31 E07NW7 C Ashley Branch FRB06 7-2-14-1 C11SW4 WS-V;Tr Ashley Branch FRB02 6-65 F08NE1 C Ashworth Creek FRB02 6-57-10 F09NE1 C Assembly Lake FRB02 6-78-1 E09SE3 B Austin Branch FRB02 6-70 E08SE8 C Avery Creek FRB03 6-34-16 F07SE6 B;Tr Avery Creek (Dubose Lake) FRB02 6-60 F08NW6 B Ayles Creek FRB06 7-2-52-33-11 D10NW7 C;Tr Back Branch FRB04 6-108-4 D07SE5 C -
F HAMPTON ROADS PROJECT
f Commonwealth of Virginia Department of Highways r I ENGINEERING REPORT f on HAMPTON ROADS PROJECT I l including RAPPAHANNOCK RIVER BRIDGE GEO. P. COLEMAN MEMORIAL BRIDGE JAMES RIVER BRIDGE SYSTEM AUGUST 1954 L PARSONS, BRINCKERHOFF, HALL 8c: MACDONALD ' I ENGINEERS ISi BROADWAY, NEW YORK 6, N. Y. PARSONS, BRINCKERHOFF, HALL & MACDONALD ENGINEERS FOUNDED BY WILLIAM BARCLAY PARSONS IN 1885 EUGENE L. MACDONALD 5 I BROADWAY, NEW YORK 6, N. Y. CONSULTANTS LAWRENCE S. WATERBURY MAURICE N. QUA DE ..JOHN P. HOGAN WALTER S DOUGL AS w: E. A.COVELL ALF'RED HEDEFINE August 16, 1954 .JOHN O. BICKEL RUSH F. ZIEGENFELDER WILLIAM H. BRUCE, JR. General J. A. Anderson, Commissioner Virginia Department of Highways Richmond 19, Virginia Dear General Anderson: In accordance with your authorization, we have completed the services to be rendered under Stage 1 of our contract for engineer ing work in connection with the Hampton Roads Project. These services consist principally of investigations, studies, and the preparation of preliminary plans and estimates of cost of the Pro ject. We find that from an engineering viewpoint the construction of the Project as described in the ::i.ccompanying report is entirely feasible and that its estimated cost - exclusive of costs of financing - is $63, 000, 000. Inasmuch as the Hampton Roads Project is one of four toll facili ties that will be constructed or, in the case of existing facilities, re financed under a proposed new bond issue, we have included in our report pertinent factual data pertaining to the other three facilities. These are the Rappahannock River Bridge, which is a new project, the George P.