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HomeMy WebLinkAbout25-22 City of WilmingtonPermit Class Permit Number NEW 25-22 STATE OF NORTH CAROLINA Department of Environmental Quality and Coastal Resources Commission for X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to City of Wilmington, PO Box 1810, Wilmington, NC 28402 Authorizing development in New Hanover County at adj. to the AIWW, between 5601 Marsh Bay Dr. & 6424 Hawks Bill Dr. in Wilmington, as requested in the permittee’s application dated 9/29/21(MP-1, 2) & 11/12/21(MP-5), incl. workplan drawings (9) Sheets C0, S0.1, S0.2, S1.0, S2.0, S3.0, S3.1, S3.2, S3.3 of 9, dated 10/8/20. This permit, issued on March 11, 2022 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. This permit must be accessible on-site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on December 31, 2025 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DE Q and the Chair of the Coastal Resources Commission. For Braxton C. Davis, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Bulkhead 1) No vegetated wetlands shall be excavated or filled, even temporarily, outside of the approved bulkhead alignments. 2) The bulkheads shall extend a maximum of 4 feet from the mean high-water level at any point along its alignment at the time of construction. 3) The bulkheads shall be constructed in accordance with the alignment depicted on the attached workplan drawings. (See attached sheets for Additional Conditions) City of Wilmington Permit No. 25-22 Page 2 of 3 ADDITIONAL CONDITIONS 4) The bulkheads shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles, or other suitable materials approved by Division personnel. 5) The bulkheads shall be constructed prior to any backfilling activities. 6) The bulkheads shall be structurally tight so as to prevent seepage of backfill materials through the structure. 7) This permit does not authorize any excavation waterward of the approved alignment. 8) The fill material shall be clean and free of any pollutants except in trace quantities. 9) Unless altered herein, all backfill material shall be obtained from a high ground source and confined behind the permitted bulkheads. 10) No backfill material is to be placed within 30 feet of the mean high-water level, except that which will be used to backfill the area behind the permitted bulkheads. 11) If the crossing of wetlands with mechanized construction equipment is necessary, temporary construction mats shall be utilized for the areas to be crossed. The temporary mats shall be removed immediately upon completion of construction. Culvert 12) The proposed box culvert shall be placed in the existing footprint at least one foot below normal bed elevation to allow for passage of water and aquatic life when they are placed within the Public Trust Area of Environmental Concern (AEC) as designated by the Coastal Area Management Act (CAMA). Moratorium 13) In order to protect juvenile shrimp and finfish populations, no excavation or filling shall be permitted between April 1 and September 30 of any year without the prior approval of the Division of Coastal Management, in consultation with appropriate resource agencies. Sedimentation and Erosion Control 14) In order to protect water quality, runoff from construction shall not visibly increase the amount of suspended sediments in adjacent waters. 15) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses or properties. 16) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately landward of the bulkhead cap immediately following completion of backfilling activities. City of Wilmington Permit No. 25-22 Page 3 of 3 ADDITIONAL CONDITIONS General 17) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the written approval of the Division of Coastal Management. 18) All construction debris associated with the removal or construction of the permitted docking facilities shall be contained within the authorized project area and disposed of in an approved upland location. 19) The permittee and/or his or her contractor shall meet with a representative of the Division prior to project initiation. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. NOTE: The U.S. Army Corps of Engineers has assigned the proposed project SAW Action Id. No. 2021- 00608 NOTE: The N.C. Division of Water Resources authorized the proposed project by way of Individual Water Quality Certification 4619 and assigned the project DWR Project No. 20211736. NOTE: Future development of the permittee’s property may require a modification of this permit. Contact a representative of the Division at (910) 796-7215 prior to the commencement of any such activity for this determination. The permittee is further advised that many non-water dependent activities are not authorized within 30 feet of the mean high-water level. NOTE: An application processing fee of $400 was received by DCM for this project. DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 August 24, 2022 Regulatory Division Action ID No. SAW 2021-00608 City of Wilmington Attn: Anthony Caudle PO Box 1810 Wilmington, NC 28402 Dear Mr. Caudle: Reference your application for a Department of the Army permit to install a bulkhead on the north and south side of the project area (Hawks Bill Drive) within coastal and “404” wetlands and to replace the existing 36 inch culvert with a 4 foot by 6 foot box culvert to stabilize and repair the existing public road. An approximate 400 feet long by 2.5 feet wide vinyl bulkhead will be installed along the north side of the Hawksbill Drive project site and a bulkhead of the same dimensions will be installed along the south side within the city owned right of way and easement. The bulkheads will be placed an average of 2 feet waterward of MHWL with a maximum distance of 4 feet below MHWL on both the north and south side of the roadway. The installation of the new bulkheads will result in the filling of an area of coastal wetlands measuring approximately 590 feet long by 2.5 feet wide for a total of 1,476 square feet. The installation of the new bulkhead will also result in the filling of an area of “404 Wetlands” measuring approximately 224 feet long by 2.5 feet wide for a total of 561 square feet. Wetland impacts would total 2,037 square feet or 0.05 acre. The proposal is also to possibly remove the existing 36 inch wide by 33 feet long round culvert underneath the roadway and to replace it with a 4 feet tall by 6 feet wide box culvert that is 25 feet long. This is listed as an alternative currently for planning purposes. The proposed box culvert would be placed in the existing footprint at the existing elevation. Approximately 37 cubic yards of material would be excavated below MHWL, in an area measuring 33 feet long by 13.25 feet wide by 2.25 feet deep, for the installation of the gravel bed to support the proposed culvert. Sixteen (16) square feet of coastal wetlands would be filled by this culvert installation. The site is located along wetlands and open water along Hawks Bill Drive adjacent to the AIWW in Wilmington, New Hanover County, NC. Your proposal has been reviewed and found to be consistent with the provisions and objectives of the CAMA-Corps Programmatic Permit process, via Regional General Permit 291 (copy attached), for construction activities that receive authorization from the State of North Carolina. Therefore, you may commence construction activity in strict accordance with the applicable State authorization, attached Federal special conditions, RGP-291 conditions and the -2- approved plan. Failure to comply with the State authorization or conditions of the Federal permit could result in civil and/or administrative penalties. If any change in your work is required because of unforeseen or altered conditions or for any other reason, plans revised to show the change must be sent promptly to this office and the North Carolina Division of Coastal Management prior to performing any such change or alteration. Such action is necessary as revised plans must be reviewed and the authorization modified. Questions or comments may be addressed to Greg Currey, Wilmington Field Office, Regulatory Branch, telephone 910-523-1151 or email Gregory.e.currey@usace.army.mil. Sincerely, Greg Currey, Project Manager Wilmington Regulatory Field Office Enclosures: Plans Manatee Guidelines GP 291 conditions Copies Furnished by Email (with enclosures): NOAA/NMFS; Mr. Fritz Rhode/Ms. Twyla Cheatwood NOAA/NMFS; Dr. Pace Wilber NCDEQ/DCM; Mr. Jonathan Howell NCDEQ/DCM; Ms. Tara McPherson NCDEQ/DWR; Ms. Holley Snider NCDEQ/DCM; Mr. Cameron Luck NCDEQ/DCM; Ms. Amanda Cannon NCDEQ/DCM; Mr. Bryan Hall USFWS; Mr. Pete Benjamin/Mrs. Kathy Matthews USEPA; Mr. Todd Allen Bowers USCG; BOSN3 Mr. Paul Bertram Criser Troutman Tanner Consulting Engineers; Mr. David Criser -2- Special Conditions 1. All work authorized by this permit must be performed in strict compliance with the submitted plans, dated October 8, 2020, which are a part of this permit. Any modification to these plans must be approved by the US Army Corps of Engineers (USACE) prior to implementation. 2. All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to the N.C. Division of Water Resources at (919) 733-5083, Ext. 526 or (800) 662-7956 and provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act will be followed. 3. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this permit. A copy of this permit, including all conditions, shall be available at the project site during construction and maintenance of this project. 4. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 5. The activity will be conducted in such a manner as to prevent a significant increase in turbidity outside the area of construction or construction-related discharge. Increases such that the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not considered significant. 6. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must implement the U.S. Fish and Wildlife Service’s Manatee Guidelines, and 7. The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of the work will, without expense to the United States and in such time -3- and manner as the Secretary of the Army or his authorized representative may direct, restore the water or wetland to its pre-project condition. 8. Violations of these conditions or violations of Section 404 of the Clean Water Act or Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the permittee’s discovery of the violation. #8238.00305 Chestnut StreetWilmington, NC 28401(910) 341-7807P.O. Box 1810Development ServicesEngineering DivisionI L M I N G T ONWNorth CarolinaSCALESHEETS6-1015.1 CALL#2of 10.08.202010.08.2020CRISER TROUTMAN TANNERCONSULTING ENGINEERS NC3809 Peachtree Ave., Suite 102Wilmington, NC 28403910.397.2929 Ph.910.397.2971 Faxwww.cttengineering.comFirm License Number: F-0113JRTJRTSKSJRTANot For Construction - For Review9Hawks Bill DriveEmbankment Roadway RepairsISSUED FOR PERMITNOT FORCONSTRUCTIONBNot For Construction - For ReviewCIssued For Permit - Not For Construction05.13.1909.10.1910.08.20AS SHOWNC0LOCATION MAPS & NOTESHAWKS BILL DRIVEEMBANKMENT ROADWAYREPAIRSCity of WilmingtonWilmington, NCContract No: S6-1015.1 CALL#2City ManagerSterling B. CheathamCity EngineerDavid E. Cowell, P.E.Oleander DriveHawks Bill Drive Bridge76Project SiteSee 1/S1.0DRAWING INDEXC0LEGENDS & ABBREVIATIONSS0.1STRUCTURAL NOTESS1.0DEMOLITION PLANS2.0NEW WORK PLANS3.0DEMOLITION SECTIONS & DETAILSS3.1NEW SECTIONS & DETAILSIntraco a s t a l W a t e r w a yHawksbillDrive Bradley CreekSeagate(UNINC)GreenvilleLoop RoadS1.0SUB SHEET NUMBERING SYSTEMPROJECT WORK SCOPE11ABBREVIATIONSDELTA GRAPHIC LEGEND/ DESCRIPTIONPL%x<>#@=ft&/xMATERIAL SYMBOLSINTERIORINT1SIM1SIMS1081View Name1/8" = 1'-0"S1S70224132S108SYMBOLS AS ABBREVIATIONSVICINITY PLANENLARGED MAPHawks Bill DriveCreekProject Site: EmbankmentRoadway RepairsTowles RoadS0.2STATEMENT OF SPECIAL INSPECTIONSS3.3CULVERT PLAN & SECTIONS (ADD ALT #3)S3.2RCP PENETRATION SECTION & DETAILS #8238.00305 Chestnut StreetWilmington, NC 28401(910) 341-7807P.O. Box 1810Development ServicesEngineering DivisionI L M I N G T ONWNorth CarolinaSCALESHEETS6-1015.1 CALL#2of 10.08.202010.08.2020CRISER TROUTMAN TANNERCONSULTING ENGINEERS NC3809 Peachtree Ave., Suite 102Wilmington, NC 28403910.397.2929 Ph.910.397.2971 Faxwww.cttengineering.comFirm License Number: F-0113JRTJRTSKSJRTANot For Construction - For Review9Hawks Bill DriveEmbankment Roadway RepairsISSUED FOR PERMITNOT FORCONSTRUCTIONBNot For Construction - For ReviewCIssued For Permit - Not For Construction05.13.1909.10.1910.08.20AS SHOWNS0.1STRUCTURAL NOTESSTRUCTURAL NOTES””” #8238.00305 Chestnut StreetWilmington, NC 28401(910) 341-7807P.O. Box 1810Development ServicesEngineering DivisionI L M I N G T ONWNorth CarolinaSCALESHEETS6-1015.1 CALL#2of 10.08.202010.08.2020CRISER TROUTMAN TANNERCONSULTING ENGINEERS NC3809 Peachtree Ave., Suite 102Wilmington, NC 28403910.397.2929 Ph.910.397.2971 Faxwww.cttengineering.comFirm License Number: F-0113JRTJRTSKSJRTANot For Construction - For Review9Hawks Bill DriveEmbankment Roadway RepairsISSUED FOR PERMITNOT FORCONSTRUCTIONBNot For Construction - For ReviewCIssued For Permit - Not For Construction05.13.1909.10.1910.08.20AS SHOWNS0.2SPECIAL INSPECTIONSSPECIAL INSPECTIONS 1.5 2 1 1 0.5 -1.0 0.5 1 2 3 23 1.5 1 0.540' UTILITY RIGHT OF WAYMB 26 PG. 126MB 28 PG. 114FIELD LOCATION OF EXISTING VEGETATION LINE EDGE OF PAVEMENT L-7 C12C13C14 N31°13'18"EC11MARTIN, RICHARD L WINONA L PID: R06313-001-007-000 6424 HAWKBILL DRIVE WILMINGTON, NC 28409 WHEEL, ESTATES INC. PID: R06313-003-012-000 6301 TOWLES DRIVE WILMINGTON, NC 28409 MORGAN HOBSON S, JOY O PID: R06313-001-006-000 5601 MARSH BAY DRIVE WILMINGTON, NC 28409 TURTLE HALL HARBOUR OWNERS PID: R06313-001-017-000 1442 MILITARY CUTOFF ROAD WILMINGTON, NC 28403 WHEEL, ESTATES INC. PID: R06313-003-015-000 6340 TOWLES DRIVE WILMINGTON, NC 28409 WHEEL, ESTATES INC. PID: R06313-003-017-000 6301 TOWLES DRIVE WILMINGTON, NC 28409 5,654 S . F . ± 0.130 A C . ± 1,670 S . F . ± 0.038 A C . ± 892 S. F . ± 0.020 A C . ± 262 S. F . ± 0.006 A C . ± 665 S. F . ± 0.015 A C . ±1,233 S . F . ± 0.028 A C . ± 1,916 S . F . ± 0.044 A C . ± 127 S. F . ± 0.003 A C . ± WET WET WET CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA WET WET WET WET WET WET CAMA CAMA CA M A WET WET C A M A CA M A CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMAWET WET WET WET WET WET CAMACAMA CAMA CAMA CAMA W E T W E T 189 S. F . ± 0.004 A C . ±MLWMHWMHWMHWMHW MHW MHW MHWMHWMH W MH W MHW MHW MHW MHW MHW MHWM HW MHW MHW MHW MHW MHW MHWMLWMLW MLWMLWMLW DEMOLITION SCHEDULE 1 2 #8238.00 305 Chestnut Street Wilmington, NC 28401 (910) 341-7807P.O. Box 1810 Development Services Engineering Division I L M I N G T O NWNorth Carolina SCALE SHEETS6-1015.1 CALL#2 of 10.08.2020 10.08.2020 CRISER TROUTMAN TANNER CONSULTING ENGINEERS NC 3809 Peachtree Ave., Suite 102 Wilmington, NC 28403 910.397.2929 Ph. 910.397.2971 Fax www.cttengineering.com Firm License Number: F-0113 JRT JRT SKS JRT A Not For Construction - For Review 9 Hawks Bill Drive Embankment Roadway RepairsISSUED FOR PERMIT NOT FOR CONSTRUCTION B Not For Construction - For Review C Issued For Permit - Not For Construction 05.13.19 09.10.19 10.08.20 AS SHOWN S1.0DEMOLITION PLAN & NOTES NORTH PLAN - PHASE I - DEMOLITION S1.0 1 Shinn CreekHa w k s B i l l D r i v e Hawks Bill Dri v e 15'-0"±(TYP.)MLW MHW CAMA WET 1.5 2 1 1 0.5 -1.0 0.5 1 2 3 23 1.5 1 0.540' UTILITY RIGHT OF WAYMB 26 PG. 126MB 28 PG. 114FIELD LOCATION OF EXISTING VEGETATION LINE EDGE OF PAVEMENT L-7 C12C13C14 N31°13'18"EC11MARTIN, RICHARD L WINONA L PID: R06313-001-007-000 6424 HAWKBILL DRIVE WILMINGTON, NC 28409 WHEEL, ESTATES INC. PID: R06313-003-012-000 6301 TOWLES DRIVE WILMINGTON, NC 28409 MORGAN HOBSON S, JOY O PID: R06313-001-006-000 5601 MARSH BAY DRIVE WILMINGTON, NC 28409 TURTLE HALL HARBOUR OWNERS PID: R06313-001-017-000 1442 MILITARY CUTOFF ROAD WILMINGTON, NC 28403 WHEEL, ESTATES INC. PID: R06313-003-015-000 6340 TOWLES DRIVE WILMINGTON, NC 28409 WHEEL, ESTATES INC. PID: R06313-003-017-000 6301 TOWLES DRIVE WILMINGTON, NC 28409 5,654 S . F . ± 0.130 A C . ± 1,670 S . F . ± 0.038 A C . ± 892 S. F . ± 0.020 A C . ± 262 S. F . ± 0.006 A C . ± 665 S. F . ± 0.015 A C . ± 1,233 S . F . ± 0.028 A C . ± 1,916 S . F . ± 0.044 A C . ± 127 S. F . ± 0.003 A C . ± WET WET WET CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA WET WET WET WET WET WET CAMA CAMA CA M A WET WET C A M A CA M A CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMA CAMAWET WET WET WET WET WET CAMACAMA CAMA CAMA CAMA W E T W E T 189 S. F . ± 0.004 A C . ±MLWMHWMHWMHWMHW MHW MHW MHWMHWMH W MH W MHW MHW MHW MHW MHW MHWMHW MHW MHW MHW MH W MHW MHWMLWMLW MLWMLWMLW MHW MHW MHW MHW MH W MHW MHW MHWMLWMLW MLW MLW MLWMLWMLWMLWM LW #8238.00 305 Chestnut Street Wilmington, NC 28401 (910) 341-7807P.O. Box 1810 Development Services Engineering Division I L M I N G T O NWNorth Carolina SCALE SHEETS6-1015.1 CALL#2 of 10.08.2020 10.08.2020 CRISER TROUTMAN TANNER CONSULTING ENGINEERS NC 3809 Peachtree Ave., Suite 102 Wilmington, NC 28403 910.397.2929 Ph. 910.397.2971 Fax www.cttengineering.com Firm License Number: F-0113 JRT JRT SKS JRT A Not For Construction - For Review 9 Hawks Bill Drive Embankment Roadway RepairsISSUED FOR PERMIT NOT FOR CONSTRUCTION B Not For Construction - For Review C Issued For Permit - Not For Construction 05.13.19 09.10.19 10.08.20 AS SHOWN S2.0NEW PLAN & NOTES NEW WORK SCHEDULE 1 2 3 4 5 6 7 8 9 NORTH PLAN - PHASE II - NEW WORK S2.0 1 Creek Hawks Bill Dri ve Ha w k s B i l l D r i v e 1 S3.1 15'-0"±(TYP.)1 S3.2 1 S2.0 3 S3.2 NORTH PLAN - PHASE II NEW WORK W/ ADD ALT #3 CULVERT S2.0 1 3 S3.3 2 S3.3 1 S3.3 MLW MHW 2" PIPE 7'-0"SPEED LIMIT 10 BRIDGE TYPICAL SIGN ELEVATION NOT TO SCALE 08.26.21Added Section 404 WetlandsD CAMA WET #8238.00305 Chestnut StreetWilmington, NC 28401(910) 341-7807P.O. Box 1810Development ServicesEngineering DivisionI L M I N G T ONWNorth CarolinaSCALESHEETS6-1015.1 CALL#2of 10.08.202010.08.2020CRISER TROUTMAN TANNERCONSULTING ENGINEERS NC3809 Peachtree Ave., Suite 102Wilmington, NC 28403910.397.2929 Ph.910.397.2971 Faxwww.cttengineering.comFirm License Number: F-0113JRTJRTSKSJRTANot For Construction - For Review9Hawks Bill DriveEmbankment Roadway RepairsISSUED FOR PERMITNOT FORCONSTRUCTIONBNot For Construction - For ReviewCIssued For Permit - Not For Construction05.13.1909.10.1910.08.20S3.0DEMOLITION SECTIONS & DETAILSSCALE:1S3.0 SECTION - DEMOLITION OF EXISTING CAUSEWAY @ RAILING1/2" = 1'-0"DEMO - INSET A-AA-AS3.0SCALE:2S3.0DETAIL - FLOATING TURBIDITY BARRIER CURTAINNOT TO SCALE SCALE:2S3.1ELEVATION - NEW BLOCK & TOE RAIL/CURB CONNECTION3/4" = 1'-0"SCALE:1S3.1 SECTION - NEW CONSTRUCTION AT EXISTING CAUSEWAY SLAB1/2" = 1'-0"SCALE:4S3.1 DETAIL - TIMBER CAP1" = 1'-0"SCALE:3S3.1SECTION - NEW TOE RAILING& CURB CONNECTION 1" = 1'-0"#8238.00305 Chestnut StreetWilmington, NC 28401(910) 341-7807P.O. Box 1810Development ServicesEngineering DivisionI L M I N G T ONWNorth CarolinaSCALESHEETS6-1015.1 CALL#2of 10.08.202010.08.2020CRISER TROUTMAN TANNERCONSULTING ENGINEERS NC3809 Peachtree Ave., Suite 102Wilmington, NC 28403910.397.2929 Ph.910.397.2971 Faxwww.cttengineering.comFirm License Number: F-0113JRTJRTSKSJRTANot For Construction - For Review9Hawks Bill DriveEmbankment Roadway RepairsISSUED FOR PERMITNOT FORCONSTRUCTIONBNot For Construction - For ReviewCIssued For Permit - Not For Construction05.13.1909.10.1910.08.20S3.1NEW SECTIONS & DETAILS3S3.15S3.12S3.14S3.1 1S3.2#8238.00305 Chestnut StreetWilmington, NC 28401(910) 341-7807P.O. Box 1810Development ServicesEngineering DivisionI L M I N G T ONWNorth CarolinaSCALESHEETS6-1015.1 CALL#2of 10.08.202010.08.2020CRISER TROUTMAN TANNERCONSULTING ENGINEERS NC3809 Peachtree Ave., Suite 102Wilmington, NC 28403910.397.2929 Ph.910.397.2971 Faxwww.cttengineering.comFirm License Number: F-0113JRTJRTSKSJRTANot For Construction - For Review9Hawks Bill DriveEmbankment Roadway RepairsISSUED FOR PERMITNOT FORCONSTRUCTIONBNot For Construction - For ReviewCIssued For Permit - Not For Construction05.13.1909.10.1910.08.20S3.2RCP WALL PENETRATIONCULVERT SECTIONSSCALE:1S3.2 ELEVATION - EXISTING RCP COLLAR1/2" = 1'-0"SCALE:2S3.2 SECTION - NEW WALL AT EXISTING CULVERT1/2" = 1'-0"3S3.12S3.21S3.1SCALE:3S3.2 CONNECTION - SHEET PILE TO WALER @ CULVERT3/4" = 1'-0" #8238.00305 Chestnut StreetWilmington, NC 28401(910) 341-7807P.O. Box 1810Development ServicesEngineering DivisionI L M I N G T ONWNorth CarolinaSCALESHEETS6-1015.1 CALL#2of 10.08.202010.08.2020CRISER TROUTMAN TANNERCONSULTING ENGINEERS NC3809 Peachtree Ave., Suite 102Wilmington, NC 28403910.397.2929 Ph.910.397.2971 Faxwww.cttengineering.comFirm License Number: F-0113JRTJRTSKSJRTANot For Construction - For Review9Hawks Bill DriveEmbankment Roadway RepairsISSUED FOR PERMITNOT FORCONSTRUCTIONBNot For Construction - For ReviewCIssued For Permit - Not For Construction05.13.1909.10.1910.08.20S3.3PLAN & CULVERT SECTIONS(ADD ALT #3)SCALE:1S3.3 SECTION - SLAB REPAIR AT BOX CULVERT (ADD ALT #3)1/2" = 1'-0"SCALE:2S3.3 ENLARGED PLAN - BOX CULVERT (ADD ALT #3)3/8" = 1'-0"SCALE:3S3.3 SECTION - NEW CONSTRUCTION AT NEW BOX CULVERT (ADD ALT #31/2" = 1'-0"3S3.11S3.33S3.31S3.33S3.3NORTH January 28, 2022 DWR # 20211736 New Hanover County City of Wilmington Attn: Anthony Caudle P.O. Box 1810 Wilmington, NC 28402 Subject: Approval of Individual 401 Water Quality Certification City of Wilmington – Hawks Bill Drive Embankment Roadway Repairs USACE Action ID. No. SAW-2021-00608 Dear Mr. Caudle: Attached hereto is a copy of Certification No. WQC004619 issued to Anthony Caudle and the City of Wilmington dated January 28, 2022. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of this Water Quality Certification. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)]. This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other required Federal, State, or Local approvals before proceeding with the project, including those required by, but not limited to, Sediment and Erosion Control, Non-Discharge, Water Supply Watershed, and Trout Buffer regulations. This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize any person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality Certification shall not be interposed as a defense in any action respecting the determination of riparian or littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality Certification to possess any prescriptive or other right of priority with respect to any other consumptive user. Upon the presentation of proper credentials, the Division may inspect the property. This Water Quality Certification shall expire on the same day as the expiration date of the corresponding Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the expiration date of this Water Quality Certification. DocuSign Envelope ID: 01712CE3-1348-49CE-AC13-CD92832595C8 City of Wilmington-Hawks Bill Drive Embankment Roadway Repairs DWR# 20211736 Individual Certification #WQC004619 Page 2 of 9 Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water Quality Certification for the project and may also result in criminal and/or civil penalties. If you are unable to comply with any of the conditions of this Water Quality Certification you must notify the Wilmington Regional Office within 24 hours (or the next business day if a weekend or holiday) from the time the permittee becomes aware of the circumstances. The permittee shall report to the Wilmington Regional Office any noncompliance with, and/or any violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances. This approval and its conditions are final and binding unless contested [G.S. 143-215.5]. This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter 150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional information regarding requirements for filing a Petition and Petition forms may be accessed at http://www.ncoah.com/ or by calling the OAH Clerk’s Office at (919) 431-3000. One (1) copy of the Petition must also be served to the North Carolina Department of Environmental Quality: William F. Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh, NC 27699-1601 This letter completes the Division’s review under section 401 of the Clean Water Act and 15A NCAC 02H .0500. Please contact Holley Snider at 910-796-0303 or holley.snider@ncdenr.gov if you have any questions or concerns. Sincerely, Morella Sanchez-King Regional Supervisor DWR Wilmington Regional Office cc: Jeffrey Troutman, agent (via email) Greg, Currey, USACE Wilmington Regulatory Field Office (via email) DocuSign Envelope ID: 01712CE3-1348-49CE-AC13-CD92832595C8 City of Wilmington-Hawks Bill Drive Embankment Roadway Repairs DWR# 20211736 Individual Certification #WQC004619 Page 3 of 9 Todd Bowers, EPA, (via email) DWR 401 & Buffer Permitting Branch Electronic file DocuSign Envelope ID: 01712CE3-1348-49CE-AC13-CD92832595C8 City of Wilmington-Hawks Bill Drive Embankment Roadway Repairs DWR# 20211736 Individual Certification #WQC004619 Page 4 of 9 NORTH CAROLINA 401 WATER QUALITY CERTIFICATION CERTIFICATION #WQC004619 is issued in conformity with the requirements of Section 401, Public Laws 92- 500 and 95-217 of the United States and subject to North Carolina’s Regulations in 15 NCAC 02H .0500 and 15A NCAC 02B .0200, to Anthony Caudle and the City of Wilmington, who have authorization for the impacts listed below, as described within your application received by the N.C. Division of Water Resources (Division) on November 30, 2021, and by Public Notice issued by the Division of Coastal Management on December 5, 2021. The State of North Carolina certifies that this activity will comply with water quality requirements and the applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if conducted in accordance with the application, the supporting documentation, and conditions hereinafter set forth. The following impacts are hereby approved. No other impacts are approved, including incidental impacts. [15A NCAC 02H .0506(b)] Type of Impact Amount Approved (units) Permanent Amount Approved (units) Temporary 404/401 Wetlands Embankment Fill 0.05 (acres) N/A This approval requires you to follow the conditions listed in the certification below. CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]: 1. All bulkhead backfill material shall be obtained from a high ground source and confined landward of the permitted bulkhead. Citation:15A NCAC 02H .0501 and .0502 and 15A NCAC 02H .0506 (b)(1)-(3)] 2. All bulkhead backfill will consist of clean, earthen material free of any pollutants except in trace quantities. Metal products, organic materials, rock, concrete, bricks, or other non-earthen debris shall not be used. Citation: 15A NCAC 02H .0506 (b)(1)-(3) 3. Concrete construction materials used for bulkhead components, such as deadman anchors, tie-back systems and concrete caps, shall be managed in a manner that prevents contact with waters of the State. A dry work area shall be maintained to prevent direct contact between curing concrete and adjacent surface water. Water that inadvertently contacts uncured concrete shall not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills. Any water that contacts uncured concrete shall be captured, treated, and disposed of properly. Citation :15A 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231 DocuSign Envelope ID: 01712CE3-1348-49CE-AC13-CD92832595C8 City of Wilmington-Hawks Bill Drive Embankment Roadway Repairs DWR# 20211736 Individual Certification #WQC004619 Page 5 of 9 4. All wetlands impacted by the placement of temporary fill, matting or clearing activities shall be restored to the preconstruction contours and elevations. The impacted areas shall be revegetated with appropriate native species including woody species. Citation: 15A NCAC 02H .0506(b)(2) 5. Due to the possibility that compaction and/or other site alterations might prevent the temporary wetland impact area from re-attaining jurisdictional wetland status; the permittee shall provide an update on the wetland areas temporarily impacted by the temporary on-site detour. This update shall be conducted two growing seasons after completion of the work and shall consist of photographs and a brief report on the progress of the areas in re-attaining wetland jurisdictional status. Upon submission of this update to the NCDWR, the permittee shall schedule an agency field meeting with the NCDWR to determine if the wetland areas temporarily impacted by this project have re-attained jurisdictional wetland status. If the wetland areas temporarily impacted by this project have not re- attained jurisdictional wetland status, the NCDWR shall determine if compensatory wetland mitigation is to be required. Citation : 15A NCAC 02H.0506(b)(2) and (b)(3) 6. The permittee shall report to the DWR Wilmington Regional Office any noncompliance with, and/or any violation of, stream or wetland standards [15A NCAC 02B .0200], including but not limited to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) 7. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the approved impacts (including temporary impacts). Citation: 15A NCAC 02H .0506; 15A NCAC 02H .0507(c) 8. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in Chapter 2B of Title 15A in the North Carolina Administrative Code. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) 9. When applicable, all construction activities shall be performed and maintained in full compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability of the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management Practices for the control of sediment and erosion so that no violations of state water quality standards, statutes, or rules occur. Design, installation, operation, and maintenance of all sediment and erosion control measures shall be equal to or exceed the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the North Caroline Department of Transportation Sediment and Erosion Control Manual. DocuSign Envelope ID: 01712CE3-1348-49CE-AC13-CD92832595C8 City of Wilmington-Hawks Bill Drive Embankment Roadway Repairs DWR# 20211736 Individual Certification #WQC004619 Page 6 of 9 All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor-owned or leased borrow pits associated with the project. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. Reclamation measures and implementation shall comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS-I, WS- II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the sedimentation and erosion control designs shall comply with the requirements set forth in 15A NCAC 04B .0124, Design Standards in Sensitive Watersheds. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC02B .0200; 15A NCAC 02B .0231 10. Sediment and erosion control measures shall not be installed in wetland or waters except within the footprint of temporary or permanent impacts otherwise authorized by this Certification. If placed within authorized impact areas, then placement of such measures shall not be conducted in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt fence installed within wetlands shall be removed from wetlands and the natural grade restored within two (2) months of the date that DEMLR or locally delegated program has released the specific area within the project to ensure wetland standards are maintained upon completion of the project. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231 11. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along streambanks or within wetlands. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) 12. If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit conditions including the erosion & sedimentation control plan, inspections and maintenance, self-monitoring, record keeping and reporting requirements is required. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231 13. Culverts shall be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of the stream above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing the depth of the stream in connection with the construction activity. The width, height, and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. If the width of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes, baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and additional culverts/pipes shall be installed such that they receive only flows above bankfull. DocuSign Envelope ID: 01712CE3-1348-49CE-AC13-CD92832595C8 City of Wilmington-Hawks Bill Drive Embankment Roadway Repairs DWR# 20211736 Individual Certification #WQC004619 Page 7 of 9 Placement of culverts and other structures in streams shall be below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow passage of water and aquatic life. If the culvert outlet is submerged within a pool or scour hole and designed to provide for aquatic passage, then culvert burial into the streambed is not required. For structures less than 72” in diameter/width, and topographic constraints indicate culvert slopes of greater than 2.5% culvert burial is not required, provided that all alternative options for flattening the slope have been investigated and aquatic life movement/connectivity has been provided when possible (e.g. rock ladders, cross-vanes, sills, baffles etc.). Notification, including supporting documentation to include a location map of the culvert, culvert profile drawings, and slope calculations, shall be provided to DWR 30 calendar days prior to the installation of the culvert. When bedrock is present in culvert locations, culvert burial is not required, provided that there is sufficient documentation of the presence of bedrock. Notification, including supporting documentation such as a location map of the culvert, geotechnical reports, photographs, etc. shall be provided to DWR a minimum of 30 calendar days prior to the installation of the culvert. If bedrock is discovered during construction, then DWR shall be notified by phone or email within 24 hours of discovery. Installation of culverts in wetlands shall ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. When roadways, causeways, or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges shall be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in destabilization of streams or wetlands. The establishment of native woody vegetation and other soft stream bank stabilization techniques shall be used where practicable instead of rip-rap or other bank hardening methods. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) 14. Bridge deck drains shall not discharge directly into streams or wetlands. Stormwater shall be directed across the bridge and pre-treated through site-appropriate means to the maximum extent practicable (e.g. grassed swales, pre-formed scour holes, vegetated buffers, etc.) before entering streams or wetlands. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) 15. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and Local regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of contact between the fertilizer and surface waters. Citation: 15A 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231 16. If concrete is used during construction, then all necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts uncured concrete shall not be discharged to waters of the state. DocuSign Envelope ID: 01712CE3-1348-49CE-AC13-CD92832595C8 City of Wilmington-Hawks Bill Drive Embankment Roadway Repairs DWR# 20211736 Individual Certification #WQC004619 Page 8 of 9 Citation: 15A 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231 17. All proposed and approved temporary fill and culverts shall be removed and the impacted area shall be returned to natural conditions within 60 calendar days after the temporary impact is no longer necessary. The impacted areas shall be restored to original grade, including each stream’s original cross-sectional dimensions, planform pattern, and longitudinal bed profile. All temporarily impacted sites shall be restored and stabilized with native vegetation. Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H .0507(c) 18. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands shall be installed as outlined in the most recent edition of the North Carolina Sediment and Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual or the North Carolina Department of Transportation Best Management Practices for Construction and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during use of this Certification. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) 19. Any rip-rap required for proper culvert placement, stream stabilization, or restoration of temporarily disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All rip-rap shall be placed such that the original streambed elevation and streambank contours are restored and maintained and shall consist of clean rock or masonry material free of debris or toxic pollutants. Placement of rip-rap or other approved materials shall not result in de-stabilization of the stream bed or banks upstream or downstream of the area or be installed in a manner that precludes aquatic life passage. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) 20. All mechanized equipment operated near surface waters shall be inspected and maintained regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic materials. Construction shall be staged in order to minimize the exposure of equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and general equipment maintenance shall be performed in a manner to prevent, to the maximum extent practicable, contamination of surface waters by fuels and oils. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231 21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to minimize soil disturbance and compaction. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0231 22. In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours. Citation: 15A NCAC 02H .0507(c); N.C.G.S 143-215.85(b) DocuSign Envelope ID: 01712CE3-1348-49CE-AC13-CD92832595C8 City of Wilmington-Hawks Bill Drive Embankment Roadway Repairs DWR# 20211736 Individual Certification #WQC004619 Page 9 of 9 23. The permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal Law. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) 24. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this Water Quality Certification. A copy of this Water Quality Certification shall be available at the project site during the construction and maintenance of this project. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on the date of issuance shall remain in effect for the life of the project, regardless of the expiration date of this Certification. [15A NCAC 02H .0507(c)] This, the 28th day of January 202 Morella Sanchez-King Regional Supervisor DWR Wilmington Regional Office MSK/hs DocuSign Envelope ID: 01712CE3-1348-49CE-AC13-CD92832595C8 DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers 69 Darlington A venue Wilmington, North Carolina 28403-1343 http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram.aspx General Permit No. 198000291 Name of Permittee: General Public Effective Date: January 01, 2022 Expiration Date: December 31, 2026 DEPARTMENT OF THE ARMY REGIONAL GENERAL PERMIT (RGP) A RGP to do work in or affecting navigable waters of the U.S. and waters of the U.S., upon recommendation of the Chief of Engineers, pursuant to Section 10 of the Rivers and Harbors Act of March 3, 1899 (U.S.C. 403), and Section 404 of the Clean Water Act (33 U.S.C. 1344), is hereby issued by authority of the Secretary of the Army by District Engineer U.S. Army Engineer District, Wilmington Corps of Engineers 69 Darlington A venue Wilmington, North Carolina 28403-1343 TO AUTHORIZE THOSE CONSTRUCTION ACTIVITIES IN THE 20 COASTAL COUNTIES RECEIVING PRIOR APPROVAL FROM THE STATE OF NORTH CAROLINA IN THE FORM OF A COASTAL AREA MANAGEMENT ACT (CAMA) PERMIT, AND/OR A STATE DREDGE AND FILL PERMIT, AND IF REQUIRED, A WATER QUALITY CERTIFICATION, THAT ARE OTHERWISE NOT ELIGIBLE FOR FEDERAL AUTHORIZATION IN THE FORM OF A NATIONWIDE PERMIT OR ANOTHER RGP. Operating Procedures a. Applications for joint state and federal authorization under this programmatic RGP will be accepted through the North Carolina Division of Coastal Management (NCDCM). Receipt of a complete application by the NCDCM will initiate the State's field review that will include a site visit and preparation of a Field Investigation Report and a state Bio-Report. The NCDCM will forward a copy of the complete application, its Field Investigation Report, and its Bio-Report, to the appropriate Corps of Engineers field office, thereby initiating federal review of the project. The Corps, upon receipt of an application, will immediately assign an action identification number, acknowledge receipt thereof, and examine the application to assure that it can be processed pursuant to this programmatic RGP. The applicant and the NCDCM will be furnished written notification of the Corps' determination. Notification to the applicant will include a brief description of the administrative process. b. For those proposals that may result in a discharge into waters of the U.S., including wetlands, the North Carolina Division of Water Resources (NCDWR) and the applicant will be informed regarding the applicant's need to obtain a Water Quality Certification in accordance with section 401 of the Clean Water Act. c. If, at any time, the Corps determines that a proposed activity is eligible for authorization under another regional RGP or a nationwide permit (NWP), this procedure may be terminated and the activity authorized pursuant to the terms and conditions of the appropriate RGP orNWP. d. The permit review process conducted by the NCDCM is a public process involving publication of public notices in local newspapers, public hearings, and various public appeal procedures. The Corps may issue a separate public notice for a specific proposal if it is deemed necessary for compliance with appropriate laws, regulation, and guidance. e. This RGP does not, in any way, alter established procedures or responsibilities, as required by federal laws, memoranda of agreements (MOA's) or administrative regulations, with respect to the Corps' coordination with appropriate review agencies. The applicant will continue to have the opportunity to rebut any objections to a proposal. f. The Corps will provide copies of the application and plans, the NCDCM's Field Investigation Report, and the state Bio-Report, to the U.S. Fish and Wildlife Service (USFWS), the National Marine Fisheries Service (NMFS) the U.S. Environmental Protection Agency (EPA), and any other federal agency that the Corps determines to be a necessary review agency (collectively, the "Federal Agencies"). Receipt of this material will initiate the Federal Agencies' review. The Federal Agencies will be allowed sufficient time, normally thirty (30) days, to provide the Corps with their comments and recommendations, including any proposed permit special conditions and recommendations of denial. The Corps may grant extensions of time for Federal Agency review if justified by unusual circumstances. If an extension is granted that would substantially delay an NCDCM decision, the application may be removed from this RGP process. g. The Corps will receive and review all Federal Agency comments as well as any applicant rebuttal. Provided all Federal Agencies and the Corps are in agreement, the Corps will prepare a coordinated federal position incorporating all Federal Agency comments, including proposed permit special conditions and any recommendations for denial. The Corps will typically furnish this coordinated federal position to the NCDCM within 45 days of its receipt of the complete application, and copies of the Field Investigation Report and Bio-Report. h. If the Corps does not concur with a Federal Agency's comments or recommendations, the Corps will contact the Federal Agency and advise it of the Corps' position. Attempts to resolve the issue may include initiating the referral procedures outlined by current memoranda of agreement (MOA's) between the Department of the Army and the agency. No coordinated federal position will be furnished to the NCDCM until and unless the Corps receives written agreement from the Federal Agency that all issues have been resolved to the satisfaction of that agency. i. If any of the recommendations and/or conditions included in the coordinated federal position are unacceptable to the NCDCM, the NCDCM will contact the Corps within ten (10) days of receipt of the coordinated federal position and attempt to resolve the conflict. If resolution of the conflict involves changes to the conditions or recommendations provided by the Federal Agencies, the provisions of paragraphs g. and h. (above) will apply. If the conflict is resolved to the satisfaction of the Corps and any affected Federal Agency, the NCDCM permit will be issued and the authority of this RGP will apply. j. If a Federal Agency conflict is not resolved within the time necessary for a decision by the NCDCM, the NCDCM may proceed, independently, to conclude the state action without inclusion of the federal position. In such case, the applicant and the NCDCM will be notified immediately, in writing, that the state permit does not satisfy the federal permit requirements and that the proposal in question may not proceed without federal authorization. k. If the coordinated federal position is not in conflict with state agencies' positions, law, regulation, or policy, and is acceptable to the NCDCM, a state permit will be developed by the NCDCM fully incorporating the state and federal positions. The NCDCM will furnish copies of the final permit to the applicant and the Corps. The NCDWR will furnish a copy of the Section 401 Water Quality Certification, if required, to the applicant and the Corps. The Corps will not confirm the authorization of a proposed project under this RGP until the issuance of the NCDCM permit and, if required, the Section 401 Water Quality Certification. 1. If the NCDCM permit or Section 401 Water Quality Certification is denied, the applicant will be informed that federal authorization is denied without prejudice. m. No work may proceed under this RGP until the Wilmington District Engineer or his representative provides written verification that the procedures and conditions of the RGP have been satisfied. n. The NCDCM and the Corps will monitor all permitted work and periodically inspect projects for compliance with permit conditions and applicable state and federal regulations. If any violation of the NCDCM permit is discovered which would also constitute a violation of the federal position, both the NCDCM and the Corps, in accordance with their respective regulations and policies, may take enforcement action. o. This RGP will not be used to authorize an activity when the Wilmington District Engineer determines that the proposed activity would significantly affect the quality of the human environment and therefore require preparation of an Environmental Impact Statement (EIS). General Conditions a. Authorized structures located on or adjacent to Federally authorized waterways will be constructed in accordance with the latest setback criteria established by the Wilmington District Engineer. You may review the setback policy at http://www.saw.usace.anny.mil/Missions/Navigation/Setbacks.aspx. This RGP does not authorize the construction of hardened or permanently fixed structures within the Federally Authorized Channel Setback, unless the activity is approved by the Corps. The Permittee must obtain approval from the Corps prior to the construction of any structures within the Federally Authorized Channel Setback. b. Except as authorized by this RGP or any Corps approved modification to this RGP, no excavation, fill or mechanized land-clearing activities shall take place, at any time in the construction or maintenance of this project, within waters or wetlands. This permit does not authorize temporary placement or double handling of excavated or fill material within waters or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities connected with this project. c. Authorization under this RGP does not obviate the need to obtain other federal, state, or local authorizations. d. All work authorized by this RGP must comply with the terms and conditions of the applicable Clean Water Act Section 401 Water Quality Certification for this RGP issued by the North Carolina Division of Water Resources. e. The Permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). f. The activities authorized by this RGP must not interfere with the public's right to free navigation on all navigable waters of the U.S. No attempt will be made by the Permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work for a reason other than safety. g. The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his/her authorized representative, said structure or work shall cause umeasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the Corps , to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. h. The Permittee, upon receipt of a notice of revocation of the permit for the verified individual activity, may apply for an individual permit, or will, without expense to the United States and in such time and manner as the Secretary of the Army or his/her authorized representative may direct, restore the affected water of the US to its former conditions. i. This RGP does not authorize any activity that would conflict with a federal project's congressionally authorized purposes, established limitations or restrictions, or limit an agency's ability to conduct necessary operation and maintenance functions. Per Section 14 of the Rivers and Harbors Act of 1899, as amended (33 U.S.C. 408), no project that has the potential to take possession of or make use of for any purpose, or build upon, alter, deface, destroy, move, injure, or obstruct a federally constructed work or project, including, but not limited to, levees, dams, jetties, navigation channels, borrow areas, dredged material disposal sites, flood control projects, etc., shall be permitted unless the project has been reviewed and approved by the appropriate Corps approval authority. j. The Permittee shall obtain a Consent to Cross Government Easement from the Wilmington District's Land Use Coordinator prior to any crossing of the Corps easement and/or prior to commencing construction of any structures, authorized dredging, or other work within the right-of-way of, or in proximity to, a federally designated disposal area. The Land Use Coordinator may be contacted at: CESAW-OP-N, 69 Darlington Avenue, Wilmington, North Carolina 28403-1343, email: SAWWeb-NAV@usace.army.mil. k. The Permittee will allow the Wilmington District Engineer or his/her representative to inspect the authorized activity at any time deemed necessary to assure that the activity is being performed or maintained in strict accordance with the Special and General Conditions of this permit. 1. This RGP does not grant any property rights or exclusive privileges. m. This RGP does not authorize any injury to the property or rights of others. n. This RGP does not authorize the interference with any existing or proposed federal project. o. In issuing this RGP, the Federal Government does not assume any liability for the following: (1) Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. (2) Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. (3) Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this RGP. ( 4) Design or construction deficiencies associated with the permitted work. (5) Damage claims associated with any future modification, suspension, or revocation of this RGP. p. Authorization provided by this RGP may be modified, suspended, or revoked in whole or in part if the Wilmington District Engineer, acting for the Secretary of the Army, determines that such action would be in the best public interest. The term of this RGP shall be five (5) years unless subject to modification, suspension, or revocation. Any modification, suspension or revocation of this authorization will not be the basis for any claim for damages against the United States Government. q. No activity may occur in a component of the National Wild and Scenic Rivers System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic designation or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or "study river" (e.g., National Park Service, U.S. Forest Service, etc.) r. This RGP does not authorize any activity within, or directly affecting, a marine sanctuary established by the Secretary of Commerce under authority of Section 302 of the Marine Protection, Research and Sanctuaries Act of 1972, unless the applicant provides the Corps with a certification from the Secretary of Commerce that the proposed activity is consistent with the purposes of Title III of the Marine Protection, Research and Sanctuaries Act. Information on marine sanctuaries may be obtained at http://sanctuaries.noaa.gov/#MN. Permittees may not begin work until they provide the Corps with a written certification from the Department of Commerce. s. In cases where the Wilmington District Engineer determines that the activity may affect properties listed, or eligible for listing, in the National Register of Historic Places and its codified regulations, the National Historic Preservation Amendment Acts of 1980 and 1992, the Abandoned Shipwreck Act of 1987 and the Native American Graves Protection and Repatriation Act, the activity is not authorized, until the requirements of Section 106 of the National Historic Preservation Act (NHPA) have been satisfied. Permittees may not begin work until notified by the Corps that the requirements of the NHPA have been satisfied and that the activity is authorized. t. If you discover any previously unknown historic, cultural, or archeological remains and artifacts while accomplishing the activity authorized by this RGP, you must immediately notify the Wilmington District Engineer of what you have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed. The Wilmington District Engineer will initiate the Federal, tribal, and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. u. Endangered Species. (1) No activity is authorized under this RGP which is likely to jeopardize the continued existence of a threatened or endangered species directly or indirectly or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such species. No activity is authorized under this RGP which "may affect" a listed species or critical habitat, unless Section 7 consultation addressing the effects of the proposed activity has been completed. (2) Federal agencies should follow their own procedures for complying with the requirements of the ESA. Federal prospective Permittees (and when FHWA is the lead federal agency) must provide the District Engineer with the appropriate documentation to demonstrate compliance with those requirements. The District Engineer will review the documentation and determine whether it is sufficient to address ESA compliance for the RGP activity, or whether additional ESA consultation is necessary. (3) As a result of formal or informal consultation with the U.S. Fish and Wildlife Service (USFWS) or NMFS, the District Engineer may add species-specific endangered species conditions to the RGP verification letter for a project. ( 4) Authorization of an activity by a RGP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization ( e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the USFWS or the NMFS, the ESA prohibits any person subject to the jurisdiction of the U.S. to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the definition of "take" means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding, or sheltering. (5) Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the USFWS in Raleigh, North Carolina at the address provided below, or from the USFWS and NMFS via their world wide web pages at http://www.fws.gov/ or http://www.fws.gov/ipac and http://www.noaa.gov/fisheries.html respectively. The Raleigh USFWS Office covers all NC counties east of, and including, Richmond, Montgomery, Randolph, Guilford, and Rockingham Counties. US Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Telephone: (919) 856-4520 (6) The Wilmington District, USFWS, NCDOT, and the FHWA have conducted programmatic Section 7(a)(2) consultation for a number of federally listed species and habitat, and programmatic consultation concerning other federally listed species and/or habitat may occur in the future. The result of completed programmatic consultation is a Programmatic Biological Opinion (PBO) issued by the USFWS. These PBOs contain mandatory terms and conditions to implement the reasonable and prudent measures that are associated with "incidental take" of whichever species or critical habitat is covered by a specific PBO. Authorization under this RGP is conditional upon the Permittee's compliance with all the mandatory terms and conditions associated with incidental take of the applicable PBO (or PB Os), which are incorporated by reference in this RGP. Failure to comply with the terms and conditions associated with incidental take of an applicable PBO, where a take of the federally listed species occurs, would constitute an unauthorized take by the Permittee, and would also constitute Permittee non-compliance with the authorization under this RGP. If the terms and conditions of a specific PBO ( or PB Os) apply to a project, the Corps will include this/these requirements in any RGP verification that may be issued for a project. The USFWS is the appropriate authority to determine compliance with the terms and conditions of its PBO, and with the ESA. (7) Northern long-eared bat (NLEB) (Myotis septentrionalis). Standard Local Operating Procedures for Endangered Species (SLOPES) for the NLEB have been approved by the Corps and the U.S. Fish and Wildlife Service. See http://www.saw. usace.army .mil/Missions/Regulatory-Permit-Program/ Agency- Coordination/ESA/. This SLOPES details how the Corps will make determinations of effect to the NLEB when the Corps is the lead federal agency for an NCDOT project that is located in the western 41 counties of North Carolina. This SLOPES do not address NCDOT projects (either federal or state funded) in the eastern 59 counties in North Carolina. Note that if another federal agency is the lead federal agency for a project in the western 41 counties, procedures for satisfying the requirements of Section 7(a)(2) of the ESA will be dictated by that agency and will not be applicable for consideration under the SLOPES; however, information that demonstrates the lead federal agency's (if other than the Corps) compliance with Section 7(a)(2) / 4(d) Rule for the NLEB, will be required in the PCN. Note that at the time of issuance of this RGP, the federal listing status of the NLEB as "Threatened" is being litigated at the National level. If, as a result of litigation, the NLEB is federally listed as "Endangered", this general condition (''s") will no longer be applicable because the 4( d) Rule, and this NLEB SLOPES, will no longer apply/be valid. (8) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all requirements therein. The guidelines can be found at https ://www.fws.gov/raleigh/pdfs/ManateeGuidelines201 7 .pdf (9) If the Permittee discovers or observes any live, damaged, injured, or dead individual of an endangered or threatened species during construction, the Permittee shall immediately notify the Wilmington District Engineer so that required coordination can be initiated with the U.S. Fish and Wildlife Service and/or National Marine Fisheries Service. v. Permittees are advised that development activities in or near a floodway may be subject to the National Flood Insurance Program that prohibits any development, including fill, within a floodway that results in any increase in base flood elevations. This RGP does not authorize any activity prohibited by the National Flood Insurance Program. w. The Permittee must install and maintain, at his/her expense, any signal lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. For further information, the Permittee should contact Coast Guard Sector North Carolina at (910) 772-2191 or email Coast Guard Fifth District at cgd5waterways@uscg.mil. x. If the display of lights and signals on the authorized structure is not otherwise provided for by law, such lights and signals as may be prescribed by the U.S. Coast Guard will be installed and maintained by and at the expense of the Permittee. y. It is possible that an authorized structure may be damaged by wave wash from passing vessels. The issuance of this RGP does not relieve the Permittee from taking all proper steps to ensure the integrity of the permitted structure and the safety of moored boats. The Permittee will not hold the United States liable for any such damage. z. Structures and their attendant utilities, authorized by this RGP, located on lands subject to an easement in favor of the United States for the operation, maintenance, improvement, and enlargement of the Atlantic Intracoastal Waterway (AIWW), will be removed at the expense of the Permittee, in the event that, in the judgment of the Corps acting on behalf of the United States, the lands are needed at any time for any purpose within the scope of the easement. Permanent buildings will not be constructed within the easement. aa. The Permittee must maintain any structure or work authorized by this RGP in good condition and in conformance with the terms and conditions of this RGP. The Permittee is not relieved of this requirement if the Permittee abandons the structure or work. Transfer in fee simple of the work authorized by this RGP will automatically transfer this RGP to the property's new owner, with all of the rights and responsibilities enumerated herein. The Permittee must inform any subsequent owner of all activities undertaken under the authority of this RGP and provide the subsequent owner with a copy of the terms and conditions of this RGP. bb. At his/her sole discretion, any time during the processing cycle, the Wilmington District Engineer may determine that this RGP will not be applicable to a specific proposal. In such case, the procedures for processing an individual permit in accordance with 33 CFR 325 will be available. cc. Except as authorized by this RGP or any Corps approved modification to this RGP, all fill material placed in waters or wetlands shall be generated from an upland source and will be clean and free of any pollutants except in trace quantities. dd Except as authorized by this RGP or any Corps approved modification to this RGP, all excavated material will be disposed of in approved upland disposal areas. ee. Activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon this RGP will remain authorized provided the activity is completed within twelve months of the date of the RGP's expiration, modification, or revocation. Activities completed under the authorization of this RGP that were in effect at the time the activity was completed continue to be authorized by the RGP. BY AUTHORITY OF THE SECRETARY OF THE ARMY: ~-------;? rt---ffr--.-/A ___ - ,,/ ~ . ,, _/q~ __ /· ' ,,.,,....,,, HeF~fam1nA. Bennett Colonel, U.S. Army District Commander United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE Precautionary Measures for Construction Activities in North Carolina Waters The West Indian manatee (Trichechus manatus), also known as the Florida manatee, is a Federally-listed endangered aquatic mammal protected under the Endangered Species Act of 1973, as amended (16 U.S.C. 1531 et seq.) and the Marine Mammal Protection Act of 1972, as amended (16 U.S.C 1461 et seq.). The manatee is also listed as endangered under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of the General Statutes). The U.S. Fish and Wildlife Service (Service) is the lead Federal agency responsible for the protection and recovery of the West Indian manatee under the provisions of the Endangered Species Act. Adult manatees average 10 feet long and weigh about 2,200 pounds, although some individuals have been recorded at lengths greater than 13 feet and weighing as much as 3,500 pounds. Manatees are commonly found in fresh, brackish, or marine water habitats, including shallow coastal bays, lagoons, estuaries, and inland rivers of varying salinity extremes. Manatees spend much of their time underwater or partly submerged, making them difficult to detect even in shallow water. While the manatee’s principal stronghold in the United States is Florida, the species is considered a seasonal inhabitant of North Carolina with most occurrences reported from June through October. To protect manatees in North Carolina, the Service’s Raleigh Field Office has prepared precautionary measures for general construction activities in waters used by the species. Implementation of these measures will allow in-water projects which do not require blasting to proceed without adverse impacts to manatees. In addition, inclusion of these guidelines as conservation measures in a Biological Assessment or Biological Evaluation, or as part of the determination of impacts on the manatee in an environmental document prepared pursuant to the National Environmental Policy Act, will expedite the Service’s review of the document for the fulfillment of requirements under Section 7 of the Endangered Species Act. These measures include: 1 The project manager and/or contractor will inform all personnel associated with the project that manatees may be present in the project area, and the need to avoid any harm to these endangered mammals. The project manager will ensure that all construction personnel know the general appearance of the species and their habit of moving about completely or partially submerged in shallow water. All construction personnel will be informed that they are responsible for observing water-related activities for the presence of manatees. 2. The project manager and/or the contractor will advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act and the Endangered Species Act. 2 3. If a manatee is seen within 100 yards of the active construction and/or dredging operation or vessel movement, all appropriate precautions will be implemented to ensure protection of the manatee. These precautions will include the immediate shutdown of moving equipment if a manatee comes within 50 feet of the operational area of the equipment. Activities will not resume until the manatee has departed the project area on its own volition (i.e., it may not be herded or harassed from the area). 4. Any collision with and/or injury to a manatee will be reported immediately. The report must be made to the U.S. Fish and Wildlife Service (ph. 919-856-4520), the National Marine Fisheries Service (ph. 252- 728-8762), and the North Carolina Wildlife Resources Commission (ph. 252-448-1546). 5. A sign will be posted in all vessels associated with the project where it is clearly visible to the vessel operator. The sign should state: CAUTION: The endangered manatee may occur in these waters during the warmer months, primarily from June through October. Idle speed is required if operating this vessel in shallow water during these months. All equipment must be shut down if a manatee comes within 50 feet of the vessel or operating equipment. A collision with and/or injury to the manatee must be reported immediately to the U.S. Fish and Wildlife Service (919-856-4520), the National Marine Fisheries Service (252-728-8762), and the North Carolina Wildlife Resources Commission (252- 448-1546). 6. The contractor will maintain a log detailing sightings, collisions, and/or injuries to manatees during project activities. Upon completion of the action, the project manager will prepare a report which summarizes all information on manatees encountered and submit the report to the Service’s Raleigh Field Office. 7. All vessels associated with the construction project will operate at “no wake/idle” speeds at all times while in water where the draft of the vessel provides less than a four foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. 8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of material in which manatees cannot become entangled; (b) secured in a manner that they cannot break free and entangle manatees; and, (c) regularly monitored to ensure that manatees have not become entangled. Barriers will be placed in a manner to allow manatees entry to or exit from essential habitat. Prepared by (rev. 02/2017): U.S. Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 919/856-4520 3 Figure 1. The whole body of the West Indian manatee may be visible in clear water; but in the dark and muddy waters of coastal North Carolina, one normally sees only a small part of the head when the manatee raises its nose to breathe. Illustration used with the permission of the North Carolina State Museum of Natural Sciences. Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I. A re- evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987-3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52.