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Home My WebLink AboutNCDOT 45-20 Neuse River ' ceeoceeeoaae6anuneo-oeeecco-aeaaee,ur ermit Class Permit Number NEW 45-20 STATE OF NORTH CAROLINA 1 id Department of Environmental Quality and I~ 1 h Coastal Resources Commission 8 % trI'1'Yit 6 t t� `}t% for .f'• X Major Development in an Area of Environmental Concern • pursuant to NCGS 113A-118 a Excavation and/or filling pursuant to NCGS 113-229 • Issued to N.C.Department of Transportation. 1037 W H Smith Blvd,Greenville, NC 27835 Authorizing development in Craven County at Neuse River and nearby overflow,Bridge No. • $ 1 1 g and BridgPNn 119 nn SR 147n,as requested in the permittee's application dated 10/1/19(MP-1)and 9/71/1Q (MP-2 and MP-5),including the attached workplandrawings(62): as referenced in ConditionNo. 1 of this permit. This permit,issued on April 14,2020 ,is subject to compliance with the application(where consistent with the permit),all applicable regulations,special conditions and notes set forth below.Any violation o f these terms may be subject to fines,imprisonment or civil action;or may cause the permit to be null and void. TIP No.B-4484,Replacement of Bridges 138 and 139 8 1 1) Unless specifically altered herein, all work authorized by this permit shall be carried out in accordance with the following attached workplan drawings: 2 t Wetland and Surface Water Impacts(13 sheets): 2 dated 3/2/20. 6 dated 9/19/19,3 dated 9/10/19, 1 dated 6/27/19, and 1 dated 6/21/19. Utility drawings(11 sheets): 4 dated 10/31/18,4 dated as received 12/4/19,2 dated 8/8/19, and 1 dated 8/29/18. t Buffer impacts (2 sheets): 2 dated 9/19/19. I Roadway design drawings(36 sheets): 29 dated 10/16/19,and 7 dated 10/17/19. (See attached sheets for Additional Conditions) I $ This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DEQ and the Chair other qualified persons within twenty(20)days of the issuing of the CoastalRes es Commission. date. i I, This permit must be accessible on-site to Department - /744("4""‘"(. ..- / personnel when the project is inspected for compliance. Any maintenance work or project modification not covered Braxton C.Davis, Director hereunder requires further Division approval. Division of Coastal Management All work must cease when the permit expires on This permit and its conditions are hereby accepted. 6 No expiration date,pursuant to GS 136-44.7B In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. rit-a Signature of Permittee 6 44 644a'44 p4444 444 0 444 0-04/0 0 444 0 0.7444,0 0 C 04w.... -.�: , N.C.Department of Transportation Permit No.45-20 Page 2 of 6 ADDITIONAL CONDITIONS 2) In accordance with commitments made by the permittee, in order to protect anadromous fisheries g resources in the Neuse River, no in-water work shall be conducted between February 15 through • September 30 of any year without prior approval of the N.C. Division of Coastal Management (DCM), • in consultation with the appropriate resource agencies. • 3) Work within exclusion devices around individual bents or other work areas (installed prior to the start of the moratorium) is not allowed during the in-water work moratorium without prior approval of DCM,in consultation with the appropriate resource agencies. • 4) The permittee shall comply with all construction conditions as required by the National Marine Fisheries Service Section 7 consultation letter dated April 10,2020 in order to meet the Not Likely to Adversely Effect biological conclusion for the Atlantic Sturgeon, including but not limited to,the use of a pile cushioning block for all in-water pile driving operations, and the use of turbidity curtains. NOTE: The permittee rescinded its request to use bubble curtains on this project. a 5) In accordance with commitments made by the permittee, the applicant shall implement the"U.S. Fish& Wildlife Service's Guidelines for Avoiding Impacts to the West Indian Manatee, Trichechus manatus: precautionary measures for construction activities in North Carolina's Waters". 6) All construction access shall be through the use of the existing bridge,the partially constructed new bridge,the temporary work platforms,barges, temporary fill areas, and/or existing high ground areas. • 7) Barges shall be utilized only in areas of sufficient depth such that the barges avoid contact with the • bottom and do not rest on the bottom during periods of low water. 8) Construction of the temporary work platforms within wetlands or waters of the State is prohibited while the moratorium referenced in Condition No. 2 of this permit is in effect,without prior approval of DCM, in consultation with the appropriate resource agencies. • 9) The existing bridges and temporary work platforms,including piles, shall be removed in their entirety within 90 days after they are no longer needed and disposed of at an approved high ground site. • However, if this timeframe occurs while the moratorium referenced in Condition No. 2 of this permit is in effect,then the existing bridges and temporary work platforms, including piles, shall be removed in • their entirety within 90 days of the moratorium end date and disposed of at an approved high ground site. 10) Any voids in wetlands or shallow bottom habitat caused by the removal of the temporary work platforms and/or temporary fill areas shall be restored to the elevation of pre-existing conditions with suitable material. The permittee shall notify DCM's Transportation Field Representative in Morehead City to provide DCM with an opportunity to inspect the material for suitability prior to backfilling. 11) The installation and removal of the piles for the new bridges, temporary work platforms, and existing bridges shall be accomplished by pile driving and/or the use of a vibratory hammer. Should the permittee and/or its contractor propose to utilize another type of pile installation, such as jetting or drilled shaft construction, additional authorization from DCM shall be required. N.C.Department of Transportation Permit No.45-20 Page 3 of 6 ADDITIONAL CONDITIONS 12) Pilings from the existing bridge,temporary work platforms, as well as any remnant pilings from previous bridges, shall be removed in their entirety,except that if a piling or other component breaks during removal and cannot be removed in its entirety, the piling or other component may be cut off flush with the bed of the water body,and DCM shall be notified of each occurrence within one working day. I # 13) No excavation or filling shall take place at any time in any vegetated wetlands or surrounding waters outside of the alignment of the areas indicated on the attached workplan drawings,without permit modification. a 14) All fill material shall be clean and free of any pollutants except in trace quantities. 15) Material excavated at the project site may be used in fill areas associated with the project once properly dewatered or shall be removed from the site and taken to a high ground location. t t 16) All excavated materials shall be confined above normal water level and landward of regularly or ; • irregularly flooded wetlands behind adequate dikes or other retaining structures to prevent spillover of solids into any wetlands or surrounding waters. 17) The temporary placement and/or double handling of any excavated or fill material within wetlands or • waters of the State is not authorized,with the exception of the authorized temporary fill areas associated with the channel relocation. 8 i 18) Construction mats or other methodologies shall be utilized within all temporary fill areas to minimize a temporary wetland impacts. The mats and/or other structures shall be removed immediately when no longer necessary. b 19) The placement of riprap and rockplatinglimited to areas as depicted on the attached workplan drawings. The riprap andplati rock plating be li material shallthe be clean and free from loose dirt or any pollutant except in trace quantities. In accordance with commitments made by the permittee,the riprap and rock plating material shall consist of granite. It shall be of a size sufficient to prevent its movement from the approved alignment by wave or current action. 20) All reasonable efforts shall be made to contain all debris and excess materials associated with • construction and/or demolition of the temporary work platforms,new and existing bridges, and • relocation of the boat access driveway, with the intent that materials/debris do not enter wetlands or • waters of the State,even temporarily. 21) Any waste materials or debris generated in the demolition and removal of the existing bridge, construction of the new bridge or roadway,relocation of the boat access driveway, and/or construction and removal of the temporary work platforms, shall be disposed of at an approved upland site or shall be recycled in an environmentally appropriate manner provided appropriate authorizations are obtained from any relevant state,federal, or local authorities. 1 1 22) The demolition plan for removal of the existing bridges shall be submitted to DCM for review and approval prior to commencement of the demolition activities. 1 e o-,o._D•*4a o-e1 e o n o ri.a,,-n.,.ro49.,.P„zwww.v,9.a..vrimy,wR4c,,,.v4,..,,,.Qvw.p,;_Yw's r N.C.Department of Transportation Permit No.45-20 Page 4 of 6 ADDITIONAL CONDITIONS 8 23) Uncured concrete or water that has been in contact with uncured concrete shall not be allowed to contact 1 waters of the State,or water that will enter waters of the State. • 24) Construction staging areas shall be located only in upland areas, and not in wetlands or waters of the • State. t 25) The retaining walls shall be in place prior to any backfilling activities. The retaining walls shall be structurally tight so as to prevent seepage of fill materials through the structure. 1 26) In accordance with Condition No. 11 of the 401 Water Quality Certification No. 0004214, all work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, • rock berms, cofferdams,and other diversion structures shall be used to prevent excavation in flowing • water. i Impacts to Wetlands and Waters of the State,Riparian Buffers,and Compensatory Mitigation NOTE: This project will permanently impact approximately 1.09 acres of 404 Wetlands due to permanent fill, approximately 0.20 acres due to excavation, and approximately 1.20 acres due to 2 mechanized clearing. This project will temporarily impact approximately 0.29 acres of 404o fill. Wetlands due tll. 4 d NOTE: In accordance with the N.C. Division of Mitigation Services (DMS)letter dated 10/3/19, compensatory mitigation for permanent impacts of 2.5 acres of riparian wetlands associated with the authorized project shall be provided by the DMS in accordance with the DMS In-Lieu Fee Instrument dated 7/28/10. NOTE: This project will permanently impact approximately 11,843 square feet of Neuse Riparian buffer. • 27) There shall be no clearing or grubbing of wetlands outside of the areas indicated for impacts on the attached workplan drawings without prior approval from DCM. t Utility Impacts a NOTE: Construction of the new bridge will also require relocation of electric and water utilities. t Impacts resulting from these utility relocations have been included in the overall impacts for this project. 28) Any waterline relocation or other alterations to the water system must be approved by the Public Water Supply Section(PWS Section,Plan Review Unit, 1634 Mail Service Center,Raleigh, NC 27699-1634) prior to water system alteration. a 4 i 6 N.C.Department of Transportation Permit No.45-20 Page 5 of 6 ADDITIONAL CONDITIONS a 29) Any utility work associated with this project that is not specifically depicted on the attached workplan drawings, or described within the attached permit application, shall require approval from DCM,either under the authority of this permit, or by the utility company obtaining separate authorization. 30) The permittee shall minimize the need to cross wetlands in transporting equipment to the maximum extent practicable. I Sedimentation and Erosion Control 31) This project shall conform to all requirements of the N.C. Sedimentation Pollution Control Act and the N.C.Department of Transportation's (NCDOT's)Memorandum of Agreement with the N.C. Division of Energy,Mineral and Land Resources. 32) In order to protect water quality, runoff from construction shall not visibly increase the amount of suspended sediments in adjacent waters. General 33) During construction and/or demolition of the bridges and work platforms, the permittee shall make • every attempt to allow the same navigation that is currently possible in the Neuse River,upstream and 2 downstream of the existing bridge. If this is not possible, then adequate notice shall be provided to the public that navigation will be limited during construction and/or demolition. The notice shall include an estimate of the amount of time that the limited navigation will occur. I. 34) In accordance with the attached workplan drawings,the authorized temporary work platforms shall be elevated a minimum of 10.5 feet above the normal water level of the Neuse River as measured from the 1 low chord of the structure. 35) In accordance with commitments made by the permittee, access to the N.C.Wildlife Resources • Commission (WRC)public boat ramp approximately 400 feet upstream from the project shall not be t impeded at any time, including during relocation of the gravel drive leading to the WRC boat ramp. 36) No attempt shall be made by the permittee to prevent the use by the public of all navigable waters at or adjacent to the authorized work following completion of construction. 37) The permittee shall exercise all available precautions in the day-to-day operation of the facility to prevent waste from entering the adjacent waters and wetlands. • 38) If it is determined that additional permanent and/or temporary impacts are necessary that are not shown i. on the attached workplan drawings or described in the authorized permit application, a permit modification and/or additional authorization from DCM may be required. In addition,any changes in the approved plan may also require a permit modification and/or additional authorization from DCM. The permittee shall contact a representative of DCM prior to commencement of any such activity for this determination and any permit modification. N.C.Department of Transportation Permit No.45-20 Page 6 of 6 ADDITIONAL CONDITIONS 39) Development authorized by this permit shall only be conducted on lands owned by NCDOT,appropriate utility entities,and/or its Right-of-Ways and/or easements. 40) The permittee and/or its contractor shall contact the DCM Transportation Project Field Representative in Morehead City at(252) 808-2808 ext. 208 to request a preconstruction conference prior to project initiation. 2 41) The permittee shall install and maintain at its expense any signal lights or signals prescribed by the U.S. I Coast Guard,through regulation or otherwise, on the authorized facilities. For further information,the permittee should contact the U.S. Coast Guard Marine Safety Office. At a minimum, permanent reflectors shall be attached to the structure in order to make it more visible during hours of darkness or inclement weather. 42) The N.C.Division of Water Resources (DWR)authorized the proposed project on 3/24/20 (DWR Project No. 20200142)under General Water Quality Certification No. 004214, and under the Neuse Riparian Buffer Rules. Any violation of the Certifications approved by DWR shall be considered a violation of this CAMA permit. NOTE: The U.S.Army Corps of Engineers is reviewing this project as an Individual Permit(Action ID No. 2017-00829). I NOTE: This project shall be constructed in accordance with the permittee's Stormwater Management 2 Plan dated 8/7/19, and the provisions of the NCDOT's National Pollutant Discharge Elimination (NPDES)Stormwater Permit NCS000250,including the application requirements of the NCG01000. NOTE: This permit does not eliminate the need to obtain any additional permits, approvals or authorizations that may be required. NOTE: An application processing fee of$475 was received by DCM for this project. This fee also 2 satisfied the Section 401 application processing fee requirements of DWR. 2 g g 1 i 1 1 _ „, ,...,.33,.. 1...: II?ti� _____„4 . .... ,_ STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.ERIC BOYETTE GOVERNOR SECRETARY March 11,2020 Mr.Tom Steffens Mr.Stephen Lane U.S.Army Corps of Engineers N.C.Dept.of Environmental Quality Washington Regulatory Field Office Division of Coastal Management Post Office Box 1000 400 Commerce Avenue Washington,NC 27889-1000 Morehead City,NC 28557 Subject: Revision of Application for CAMA Major Development Permit,Section 404 and Section 10 Individual Permit,Section 401 Water Quality Certification,and Neuse River Buffer Authorization for the Proposed Replacement of Bridges 138 and 139 over the Neuse River on SR 14770(Maple Cypress Road)in Craven County,North Carolina. TIP B-4484.Debit Permit Fees from WBS No. 33723.1.2 Dear Sirs: As provided in the September 30, 2019 permit application, the North Carolina Department of Transportation (NCDOT) proposes to replace the existing bridges 138 and 139 over the Neuse River in Craven County with a parallel bridges to the northwest. The purpose of this letter is to revise the impacts requested under the Coastal Area Management Act (CAMA) Major Development Permit, Clean Water Act (CWA) Section 404 Individual Permit, a CWA Section 401 Water Quality Certification, and Rivers and Harbors Act(RHA)Section 10. Upon further evaluation and discussions related to the status of the two existing 84" corrugated metal pipes (CMPs) at Station 49+00,NCDOT has determined that upgrading these pipes during the proposed bridge construction would be the most efficient method to repair the pipes, while allowing traffic to be maintained on the roadway.As a result, a temporary dike and construction access will be required on the downstream end of the pipes to facilitate the slip-lining activities. Impacts to jurisdictional wetlands as well as surface waters for B-4484 are summarized below in Tables 1 and 2. The only change resulting from this revision is a 0.03 acre temporary wetland impact increase at Site 2 reflected in the revised Table 1 (from the original cover letter), and the revised Impact Drawings and Summary Table attached. No changes to riparian buffer impacts will occur as a result of the slip lining. Mailing Address: Telephone:(252)775-6100 Location: NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 2815 ROUSE ROAD EXTENSION HIGHWAY DIVISION 2 Website:www.ncdot.gov KINsrON,NC 28504 2815 ROUSE ROAD EXTENSION KINSTON,NC 28504 TIP B-4484 CAMA Major and Individual Permit Application Revision March 11,2020 Table 1: Wetland Impacts Permit Wetland Biotic Communities Permanent Temporary Drawing (2014 NRTR) Wetland Type Impacts Impacts Site Number (ac.) (ac.) Riverine Swamp Forest/ 1 404 0.74 Bottomland Hardwood Forest - 2 Riverine Swamp Forest/ 404 1.76 0.42 Bottomland Hardwood Forest Total: 2.5 0.42 - Permanent Impacts represent permanent excavation,fill,and mechanized clearing - Temporary Impacts represent temporary fill(work platform)and construction access(hand clearing) - Totals represent the cumulative area of each site(not rounded per site)so differ slightly from individual site impacts Temporary Wetland Impacts: There will be 0.29 acre of temporary wetland impacts for dewatering and construction access associated with the channel relocation within the Neuse River floodplain at Site 2,as well as the proposed slip lining of the two 84"CMPs. The remaining temporary wetland impacts from the original permit application have not changed, and include bridge demolition (0.03 acre) and temporary work platform(0.1 acre). We request that this updated temporary wetland impact be included in the permit approvals for this project. If you have any questions regarding this information or need additional documentation, please contact me at(252)439-2811 or ckwhitley@ncdot.gov. Sincerely, DocuSigned by: 0A8613E20902472... Casey Whitley,PE PLS Division 2 • cc: NCDOT Permit Application Standard Distribution List Garcy Ward,NCDWR Jay Johnson,NCDOT Division 2 Jennifer Farino,P.E.,RS&H Phil May,Carolina Ecosystems,Inc. Attachments: - Permit Impact Drawings - Impact Summary Table 2 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER JAMES H.TROGDON,III GOVERNOR SECRETARY September 30,2019 Mr.Tom Steffens Mr.Stephen Lane U.S.Army Corps of Engineers N.C.Dept.of Environmental Quality Washington Regulatory Field Office Division of Coastal Management Post Office Box 1000 400 Commerce Avenue Washington,NC 27889-1000 Morehead City,NC 28557 Subject: Application for CAMA Major Development Permit,Section 404 and Section 10 Individual Permit,Section 401 Water Quality Certification,and Neuse River Buffer Authorization for the Proposed Replacement of Bridges 138 and 139 over the Neuse River on SR 14770(Maple Cypress Road)in Craven County,North Carolina.TIP B- 4484.Debit Permit Fees from WBS No.33723.1.2 Dear Sirs: The North Carolina Department of Transportation(NCDOT)proposes to replace the existing bridges 138 and 139 over the Neuse River in Craven County with a parallel bridges to the northwest. The purpose of this letter is to request approval under a Coastal Area Management Act (CAMA) Major Development Permit, Clean Water Act (CWA) Section 404 Individual Permit, a CWA Section 401 Water Quality Certification, Rivers and Harbors Act (RHA) Section 10, and Neuse River Buffer Authorization. In addition to this cover letter, ENGE Form 4345 and CAMA MP 1, 2, and 5 Forms, this application package includes the following: adjacent landowner list, CAMA adjacent riparian landowner notifications, stormwater management plan, permit impact drawings (including utility relocation plans), and half size roadway plans. The US Coast Guard has issued an exemption for this project, which is attached. In addition, a request has been submitted to the National Marine Fisheries Service for concurrence that the project will not affect the Atlantic Sturgeon. 1.0 Purpose and Need As identified in the October 2017 Environmental Assessment / Finding of No Significant Impact (EA/FONSI), the need for the proposed action is to replace two structurally deficient, functionally obsolete bridges. The purpose of the proposed action is to improve bridge structural safety and functionality for vehicular traffic. NCDOT Structures Management Unit records (Bridge Inspection Report, March 29, 2019; Bridge Inspection Report, June 7, 2019) indicate Bridge No. 138 and 139 have sufficiency ratings of 7.98 and 71.42, respectively, out of a possible 100 for a new structure. Bridge No. 138 is considered structurally deficient due to superstructure and substructure ratings of four or less and has two years of estimated Mailing Address: Telephone:(252)775-6100 Location: NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 2815 ROUSE ROAD EXTENSION HIGHWAY DIVISION Z Website:www.nedot.gov KINsToN,NC28504 2815 RousE ROAD ExrENsiox KINs-roN,NC 28504 TIP B-4484 CAMA Major and Individual Permit Application September 30,2019 remaining life left. Bridge No. 139 has an estimated twelve years of estimated remaining life. NCDOT has completed recent repairs to both structures. 2.0 Project Description The proposed project is located in northeastern Craven County, approximately midway between Kinston and Vanceboro. The land surrounding the bridge is predominantly rural and includes marshes, wooded areas,large tracts of agricultural crops,and low-density single family homes. SR 1470(Maple Cypress Road) is a two-lane roadway with a statutory speed limit of 55 miles per hour (mph).It is classified as a major collector mad according to NCDOT Functional Classification maps. The estimated (2012) annual average daily traffic (AADT) along SR 1470 (Maple Cypress Road) is 1,800 vehicles per day(vpd).There are no signalized intersections within the project study area.Craven County school buses make two total trips per day across the bridges. Known utilities in the project study area include a water line,power,and telecommunications cable. 3.0 Summary of Impacts Construction of the project would result in 2.5 acres of permanent wetland impacts, 0.4 acre of temporary wetland impacts, <0.01 acre of permanent surface water impacts, and 0.13 acre of temporary surface water impacts. See Section 7.3 for wetland and surface water impact summary tables. 4.0 Summary of Mitigation The proposed construction of B-4484 will permanently impact 2.5 acres of jurisdictional wetlands. NCDOT has investigated potential on-site wetland mitigation opportunities, but no practical mitigation sites were available. The existing roadway embankments that will be graded as part of the project were evaluated for potential mitigation credit. However, due to the presence of overhead utility lines and the relocated water line,access and clearing would be required in these areas. Therefore no mitigation credit opportunity was practical. Therefore, mitigation will be provided by North Carolina Department of Environmental Quality — Division of Mitigation Services(DMS).In accordance with the"Memorandum of Agreement Among the North Carolina Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington District" (MOA), July 22, 2003, the DMS will be requested to provide off-site mitigation to satisfy the federal CWA compensatory mitigation requirements for this project. 5.0 Project Schedule B-4484 is scheduled to be let in April 2020. Mobilization will begin upon let followed by upland staging and construction, and relocation of utilities in uplands or via directional bore. In-water construction will start in October 2020. Due to the in-water work moratorium of February 15-September 30, proposed completion of the new bridge is 2023 and demolition of existing bridges is scheduled for 2024. 2 TIP B-4484 CAMA Major and Individual Permit Application September 30,2019 6.0 NEPA Document Status An Environmental Assessment/Finding of No Significant Impact was signed on October 2,2017 and is attached. 7.0 Resource Status The project is located in the Neuse River Basin and lies within the USGS Hydrologic Unit 03020202. The project crosses the Neuse River(NCDEQ Index No.27-(85)which is classified as C;Sw;NSW. 7./ Wetland Delineations Wetland delineations were performed using the 1987 U.S. Army Corps of Engineers(USACE) Wetland Delineation Manual and the USACE 2010 Regional Supplement for the Atlantic and Gulf Coastal Plain Region.Results of the wetland delineation were reported in the April 2014 Natural Resources Technical Report (NRTR). While updated delineations were performed in 2017, inundation of the Neuse River floodplain prevented verification of this delineation,which had reduced wetland sizes in several locations. Therefore the impacts provided in this application are based on the 2014 delineation. The 2017 delineation data was used to extend the wetland boundary parallel and adjacent to the existing boat ramp driveway only. This line was field inspected on September 12, 2019 and deemed accurate. The final design avoids and minimizes wetland impacts to the maximum extent practical. 7.2 Characterization of Jurisdictional Sites The project area bridges the Neuse River on Maple Cypress Road in Craven County. Seven wetlands were mapped within the project footprint, including riverine swamp forest and bottomland hardwood forest. All wetlands are subject only to Section 404 regulations. No CAMA coastal wetlands are present on the site. The Neuse River has not been designated an Outstanding Resource Water (ORW), High Quality Water (HQW)or water supply watershed(WS-I or WS-II)within 1.0 mile downstream of the study area. Per the above NSW designation, NCDOT's Design Standards in Sensitive Watersheds will be implemented for the project 3 TIP B-4484 CAMA Major and Individual Permit Application September 30,2019 7.3 Impacts to Jurisdictional Resources Impacts to jurisdictional wetlands as well as surface waters for B-4484 are summarized below in Tables 1 and 2. Table 1:Wetland Impacts Permit Permanent Temporary Drawing Wetland Biotic Communities Wetland Type Impacts Impacts Site Number (2014 NRTR) (ac.) (ac.) Riverine Swamp Forest/ 1 404 0.74 Bottomland Hardwood Forest - 2 Riverine Swamp Forest/ 404 1.76 0.4 Bottomland Hardwood Forest Total: 2.5 0.4 - Permanent Impacts represent permanent excavation,fill,and mechanized clearing - Temporary Impacts represent temporary fill(work platform)and construction access(hand clearing) - Totals represent the cumulative area of each site(not rounded per site)so differ slightly from individual site impacts Table 2: Surface Water Impacts Permit Drawing Waterbody Permanent Temporary Mitigation Site Number (ac.) (ac.) Required 1 Neuse River <0.01 0.13 No Total: <0.01 0.13 - Totals Lepcscut the cumulative area of each site(not rounded per site)so differ slightly from individual site impacts Table 3:Riparian Buffer Impacts Permit Drawing Zone 1 Zone 2 Mitigation Site Number Waterbody (s.E) (s.t) Required 1 Neuse River 7,479 4,364 No Total: 7,479 4,364 Permanent Impacts: Proposed permanent impacts include fill for roadway embankment in 1.09 acres of 404 jurisdictional wetlands at Sites 1 and 2. Permanent excavation impacts to 404 riparian wetlands consist of 0.09 acre for relocation of an existing channel at impact site 2. There will be 1.2 acres of mechanized clearing at both sites I and 2 in wetlands for construction access(0.58 ac) and maintenance (0.62 ac). Proposed permanent impacts to surface waters are <0.01 acre(141 sq. ft),which includes the proposed bridge piles(Sites 1 and 2). Temporary Impacts: There will be 0.27 acre of temporary wetland impacts for dewatering and construction access associated with the channel relocation within the Neuse River floodplain at Site 2, which will also require 0.09 acre of excavation in wetlands to construct. A total of 0.11 acre of excavation will also be required to allow the grading of the causeway areas downstream of the new bridge 139 to be tied into adjacent wetland elevation. There will be 0.13 acre of temporary surface water impacts to the Neuse River due to the work platforms, bridge construction, and existing bridge demolition. Of the 1.2 acres of mechanized clearing,0.58 acre will be allowed to revegetate after project completion. Utility Relocation: Overhead power lines and aerial and subsurface water lines will require relocation to allow construction of the proposed project. The overhead power line relocation will involve one pole moved within an upland location near bridge 139 at the Wildlife Resources Commission boat ramp access 4 TIP B-4484 CAMA Major and Individual Permit Application September 30,2019 drive. The existing water line is both aerial and subsurface throughout the project The new line will be installed from upland roadside bore pits using directional drill methods. Bridge Demolition Both bridges will be demolished using top-down methods. Temporary impacts associated with the removal of the existing piles at each bridge total 0.07 acre of surface water for bridge 138,and 0.03 acre of wetland for bridge 139. The superstructure of each bridge will be cut and removed with measures in place to prevent materials from entering jurisdictional waters. Once a segment of bridge is removed,the existing piles will be pulled. Full removal of piles will be accomplished unless they break off during removal. In that case, the piles will be cut at or below the river bed (bridge 138) or wetland elevation (bridge 139)to avoid increased disturbance to completely remove the piles. NCDOT's Best Management Practices for Construction and Maintenance Activities will be implemented for the bridge demolition. A Bridge Demolition Plan will be prepared by the selected contractor, submitted to NCDOT for approval, and shared with permitting agencies. Individual impact site descriptions are provided below: 7.3.1 Site 1 (Permit Drawings 4-5) Site 1 is the replacement of bridge 138 over the Neuse River. The bridge approaches will be constructed with retaining walls to reduce encroachment into adjacent wetlands. Fill slopes above the retaining wall have been steepened as much as practical to 2:1 due to load limits on the retaining wall and constructability and safety considerations adjacent to the sheet pile walls. Rock plating, while not required, will be applied to the slopes for added protection and stability. Mechanized clearing will be performed adjacent to the retaining walls for construction access and under the bridge for maintenance access. A work platform will be used to construct the new bridge from both sides of the Neuse River, with a span left open to maintain boat passage. Three minor impacts (fill and mechanized clearing) are also proposed to allow for non-erosive discharge of stormwater from the bridge into the adjacent wetlands,rather than direct discharge into the river. 7.3.2 Site 2(Permit Drawings 6-9) Site 2 is the construction of the new bridge over the Neuse River overflow and associated approaches. The roadway fill approaching this bridge will be constructed with 1.5:1 side slopes protected with rock plating. A retaining wall was evaluated for this area but deemed not practical due to design and constructability considerations. Construction of the wall at this location would require tie-backs that would result in moving the wall further out into the wetland in order to maintain traffic on the existing road. This would have caused additional impacts to wetlands as compared to the proposed 1.5:1 slopes without retaining walls. Mechanized clearing will be performed adjacent to the fill slope and for the bridge and work platform to allow for construction access and pile installation. The existing road embankment will be abandoned upon completion of the construction and graded down to drain via sheet flow into the adjacent wetlands. A temporary construction area has been established around the channel relocation to allow for sheet piling or other dewatering method to be implemented so the culvert extension can be constructed in the dry. 5 TIP B-4484 CAMA Major and Individual Permit Application September 30,2019 &O Protected Species The United States Fish and Wildlife Service (USFWS) and National Marine Fisheries Service (NMFS) list 16 federally protected species for Craven County as of the September 20,2019 listing(Table 3). Table 3.Federally Protected Species in Craven County Scientific Name Common Name Federal Habitat Conclusion Alligator mississippiertsis American alligator T(S/A) Yes N/A Chelonia mydas Green sea turtle T No No Effect Dermochelys coriacea Leatherback sea turtle E No No Effect Myotis septentrionalis Northern long-eared bat T Yes MALAA Necturus lewisi Neuse River waterdog PT Yes N/A Noturusfuriosus Carolina madtom PE Yes N/A Picoides borealis Red-cockaded woodpecker E No No Effect Calidris canutus rufa Red knot T No No Effect Acipenser oxyrinchus Atlantic Sturgeon E Yes MANLAA Trichechus manatus West Indian manatee E Yes MANLAA Lysimachia asperulaefolia Rough-leaved loosestrife E No No Effect Aeschynomene virginica Sensitiveloint-vetch T No No Effect E=Endangered,T=Threatened,T(S/A)=Th eatened(Simtiarity of Appearance),T=Threatened,P Proposed;MANLAA=May Affect,Not Likely to Adversely Affect,MALAA=May Affect,Likely to Adversely Affect,N/A=Not Applicable. NCDOT has determined that the project will not affect listed species, with the exception of Northern long-eared bat,Atlantic sturgeon,and West Indian manatee. Biological conclusions from the 2014 NRTR are provided in Table 3. A request has been submitted to the NMFS for concurrence that the project is not likely to adversely affect the Atlantic sturgeon. American alligator Biological Conclusion:Not Applicable The American alligator remains on the protected species list due to its similarity in appearance to the Endangered American crocodile and no biological conclusion is required. Green sea turtle Biological Conclusion:No Effect This project will not affect the beaches or coastal waters of North Carolina, therefore no habitat for green sea turtles exists within the study area. A review of NCNHP records, accessed September 24,2019,indicates no known green sea turtle occurrences within 1.0 mile of the study area. Leatherback sea turtle Biological Conclusion:No Effect This project will not affect the beaches or coastal waters of North Carolina, therefore no habitat for leatherback sea turtles exists within the study area. A review of NCNHP records, updated May 1,2009, indicates no known leatherback sea turtle occurrences within 1.0 mile of the study area. 6 TIP B-4484 CAMA Major and Individual Permit Application September 30,2019 Northern long-eared bat Biological Conclusion:May Affect,Likely to Adversely Affect The USFWS has developed a programmatic biological opinion (PBO) in conjunction with the Federal Highway Administration,the US Army Corps of Engineers and NCDOT for the northern long-eared bat (NLEB) (Myotis septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities. The programmatic determination for NLEB for the NCDOT program is "May Affect, Likely to Adversely Affect." The PBO provides incidental take coverage for NLEB and will ensure compliance with Section 7 of the Endangered Species Act for five years for all NCDOT projects with a federal nexus in Divisions 1-8,which includes Craven County. Red-cockaded woodpecker Biological Conclusion:No Effect Suitable habitat for the red cockaded woodpecker does not exist in the study area. Foiests in the study area are comprised of a closed hardwood canopy and subcanopy. Where pine trees occur in maintained or disturbed areas,they are not of sufficient age or density to provide suitable nesting or foraging habitat. A review of NCNHP records, accessed September 25, 2019, indicates no known RCW occurrences within 1.0 mile of the study area. Red knot Biological Conclusion:No Effect Suitable habitat for the red knot does not exist in the study area. The study area consists of forested, riparian areas in a freshwater system. It lacks coastal foraging and roosting areas preferred by the red knot. A review of NCNHP records, accessed September 25, 2019, indicates no known red knot occurrences within 1.0 mile of the study area. Atlantic Sturgeon Biological Conclusion:May Affect,Not Likely to Adversely Affect The Neuse River at this location is designated as critical habitat for the Atlantic sturgeon. A review of NCNHP records, access September 25, 2019, indicates there are no known Atlantic sturgeon occurrences within 1.0 mile of the study area. West Indian manatee Biological Conclusion:May Affect,Not Likely to Adversely Affect Suitable habitat for the West Indian manatee does exist in the study area. A review of NCNHP records, accessed September 25,2019,revealed a 1994 manatee occurrence within the study area (EO ID: 5451). NCDOT will utilize the "Guidelines for Avoiding Impacts to the West Indian ManatP: precautionary Measures for Construction Activities in North Carolina's Waters"during construction of the bridge. Rough-leaved loosestrife Biological Conclusion:No Effect Suitable habitat for rough-leaved loosestrife does not exist in the study area. The canopy in the wetland areas that are not regularly flooded is too dense to allow rough-leaved loosestrife to grow. A review of NCNHP records, accessed September 25, 2019, indicates no known rough- leaved loosestrife occurrence within 1.0 mile of the study area. 7 TIP B-4484 CAMA Major and Individual Permit Application September 30,2019 Sensitive joint-vetch Biological Conclusion:No Effect Suitable habitat for sensitive joint-vetch does not exist in the study area. The wetland areas and roadside ditches are not brackish or tidally influenced and therefore do not provide the necessary conditions for this vetch. A review of NCNHP records, accessed September 25, 2019, indicates no known sensitive joint-vetch occurrence within 1.0 mile of the study area. Two other species,the Neuse River waterdog and the Carolina madtom are proposed for listing under the Endangered Species Act. Surveys were performed at the site in Spring 2019 and none were found. 81 Bald and Golden Eagle Protection Act(BGPA) In the July 9, 2007 -Federal Register (72:37346-37372), the bald eagle was declared recovered, and removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8, 2007.After delisting,the Bald and Golden Eagle Protection Act(Engle Act)(16 U.S.C. 668-668d)became the primary law protecting bald eagles. The Neuse River is a water body of sufficient size to be considered potential feeding habitat. Also,there are trees near the project large enough to support the nesting of bald eagles. While a bald eagle was seen on the July 6, 2009 site visit, no nest trees were visible within 660 feet of the study area. A review of NCNHP records,accessed September 26,2019,indicates no known bald eagle occurrence within 1.0 mile of the study area. The NCDOT will survey the project area again for bald eagle nests prior to construction. 8.2 Protection Measures Protection measures for several species have been recommended for B-4484.The Neuse River within the project area is designated as critical habitat for the Atlantic sturgeon. In order to minimize potential effects to these resources, NCDOT has committed to the following nondiscretionary measures for the construction of this project: In-Water Work Moratorium: An in-water work moratorium will be implemented during the construction of B-4484. Construction activity at or below the mean high water elevation within the Neuse River, including its floodplain when inundated, will not be allowed from February 15 to September 30. Work in upland areas, on the bridge superstructure, and within exclusion devices around individual bents or other work areas(installed prior to the start of the moratorium)will be allowed to continue. West Indian Manatee: All conditions outlined in Guidelines for Avoiding Impacts to the West Indian Manatee: Precautionary Measures for Construction Activities in North Carolina Waters(USFWS,2003)will be adhered to. 9.0 Cultural Resources No sites eligible for the National Register of Historic Places are within the project area. NC State Historic Preservation Office concurrence is included in the attached EA. 8 TIP B-4484 CAMA Major and Individual Permit Application September 30,2019 10.0 FEMA Compliance The project has been coordinated with appropriate state and local officials and the Federal Emergency Management Agency(FEMA)to assure compliance with FEMA,state,and local floodway regulations. 11.0 Mitigation Options The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. 11.1 Avoidance&Minimization All jurisdictional features were delineated, field verified and surveyed within the corridor for B-4484 as described above. Using these surveyed features, preliminary designs were adjusted to avoid and/or minimize impacts to jurisdictional areas. NCDOT employs many strategies to avoid and minimize impacts to jurisdictional areas in all of its designs. Many of these strategies have been incorporated into BMP documents that have been reviewed and approved by the resource agencies and which will be followed throughout construction. All wetland areas and environmental sensitive areas (ESA) not affected by the project will be protected from unnecessary encroachment. Individual avoidance and minimization measures include the following: 11.1.1 Design Measures • Bridge 138 over the Neuse River has been lengthened to span riparian buffers and the river banks. • Retaining walls have been utilized to reduce wetland impacts on the approaches to bridge 138. • There will be no deck drains or direct discharge of stonnwater off the bridges. All stormwater will be discharged at the ends of the bridges at non-erosive velocity. • Riprap has been eliminated along the base of sheet pile walls. • Granite,not marl,will be specified for riprap protection areas, • Fill slopes have been steepened to the maximum extent practical considering erosive velocities and geotechnical considerations. • 2:1 slopes are used above retaining walls for load,constructability,and safety considerations • 1.5:1 slopes are used where retaining walls were not practical(see Impact Site 2 discussion) 11.1.2 General Construction Measures • Refer to Section 8.2 for protected species measures • No staging of construction equipment or storage of constriction supplies will be allowed in wetlands. • Temporary work platforms are proposed to access the new bridge alignments except one span to allow boat passage along the river where a barge may be ucerl • Sediment and erosion control meas7 shall adhere to the Design Standards in Sensitive Watersheds during construction of the project. • Special Sedimen Control Fence and Environmentally-Sensitive Area fencing will be used where applicable. �Y/ • Bri a piles will be driven,and no jetting will be used. p,/ • driving will be accomplished using pile cushions and will be ramped up to minimize the effects j�� of in-water noise. • No dredging is proposed. • Tyz dity curtains will be considered in areas of adequate shallow depth and lower velocity. urbidity will be monitored during in-water work to ensure compliance with state water quality standards. 9 TIP B-4484 CAMA Major and Individual Permit Application September 30,2019 • Water line relocation will be accomplished using directional subsurface methods to avoid wetland and surface water impacts. • To ensure that all borrow and waste activities occur on high ground, except as authorized by permit, the NCDOT shall require its contractors to identify all areas to be used to borrow material, or to dispose of dredged, fill or waste material. Documentation of the location and characteristics of all borrow and disposal sites associated with the project will be available on request. 11.1.3 Demolition Measures • NCDOT will adhere to Best Management Practices for Construction and Maintenance Activities. • Demolition will be accomplished through top-down and/or barge access. • Non-shattering methods will be implemented(no explosives)for bridge removal. • No bridge deck or substructure components will be dropped in the water. • Existing bridge piles will be removed completely,unless not practicable. • If a pile snaps off at a depth below the stream bed or wetland elevation it will be left in place rather than disturb additional area to remove. • A demolition plan will be finalized by the selected contractor. The final demolition plan will also be approved by NCDOT and provided to permitting agencies for review prior to implementation. 11.2 Compensation The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible as described above. Unavoidable jurisdictional wetland impacts will be offset by in-lieu fee payment to the NCDMS. 12.0 Indirect and Cumulative Effects The project is a replacement of existing infrastructure; therefore, additional development is not likely to occur as a result of the project. The replacement will neither influence nearby land use or stimulate growth as no new travel lanes are proposed. 13.0 Regulatory Approvab NCDOT requests that the proposed work be authorized under: - A Coastal Area Management Act Major Development Permit. The Certified Mail records for each adjacent riparian landowner are provided with this permit application. The return receipts will be forwarded once they have been received. Authorization to debit the $475 Permit Application Fee from WBS 33723.1.2 is hereby given. - A Clean Water Act Section 404 Individual Permit and Rivers and Harbors Act Section 10 Permit - A Clean Water Act Section 401 Certification and Neuse Buffer Authorization. Authorization to debit the$540 Application Fee from WBS 33723.1.2 is hereby given. A copy of this permit application and its distribution list will be posted on the NCDOT website at: httpd/xfer.services.ncdotgov/pdea/PermApps/. 10 TIP B-4484 CAMA Major and Individual Permit Application September 30,2019 If you have any questions regarding this information,please contact me at(252)439-2811 or ckwhitley(a ncdot.gov. Sincerely, aief) Casey itley,PE PLS Division 2 cc: NCDOT Permit Application Standard Distribution List Garcy Ward,NCDWR Jay Johnson,NCDOT Division 2 Jennifer Farino,P.E.,RS&H Phil May,Carolina Ecosystems,Inc. Attachments: - ENG 4345 Form - DCM MP-1 Form:Application for Major Development Permit - DCM MP-2 Form:Excavation and Fill - DCM MP-5 Form:Bridges and Culverts - USACE Landowner List - CAMA Landowner List&Notification Receipts - EAJFONSI - Vicinity Map - USGS Map - Stormwater Management Plan - Permit Impact Drawings - Impact Summary Table - Buffer Drawings - Roadway Drawings - Utility Drawings 11 S yrerCe UNITED STATES DEPARTMENT OF COMMERCE k% National Oceanic and Atmospheric Administration `, NATIONAL MARINE FISHERIES SERVICE Southeast Regional Office ''��''" 263 13th Ave S y�rorf St.Petersburg,Florida 33701-5505 https://www.fisheries.noaa.goviregionisoutheast 04/10/2020 F/SER31: KR/SG SERO-2019-03491 Casey Whitley, P.E.,P.L.S. North Carolina Department of Transportation Highway Division 2 2815 Rouse Road Extension Kinston,NC 28504 Dear Mr. Whitley: This letter responds to your request for consultation with us,the National Marine Fisheries Service (NMFS),pursuant to Section 7 of the Endangered Species Act(ESA)for the following action. Applicant(s) SERO Number Project Type(s) North Carolina Department of SERO-2019-03491 Bridge demolition and Transportation(NCDOT) replacement Consultation History We received your letter requesting consultation on November 13,2019. We requested additional information on November 22,2019. We received a final response on February 27,2020,and initiated consultation on that date. Project Location Address Latitude/Longitude Water Body Bridges 138 and 139 on SR 35.312500°N,77.302200°W Neuse River,approximately 1470(Maple Cypress Rd), (North American Datum 1983) 25 river miles upstream of Grifton,Craven County,North Pamlico Sound Carolina jAR . erid9e 139 `� • / s 400.0000/. -41114S•••• j,Bridge 138 (35.312500'N, 77.302200'W) Google Earth \; 1000 ft Image of the project area and surrounding location(©2020 Google Earth) Existing Site Conditions The project site is located on SR 1470 over the Neuse River and the Neuse River Overflow near the Town of Grifton,Craven County,North Carolina, approximately 25 river miles upstream of New Bern,North Carolina,and the Pamlico Sound The existing Bridge 138 over the Neuse River is 580.5 feet(ft)long and 26.17 ft wide and accommodates two 11-ft-wide lanes with 1-ft-wide shoulders. The bankful width of the river here is approximately 350 ft. The existing bridge 138 has 14 spans consisting of reinforced concrete deck on steel beams varying from 40 to 60 ft and supported by concrete cap and timber pile bents. The existing Bridge 139 over the Neuse River floodplain overflow area is 180 ft long and 30 ft wide and accommodates two 11-ft-wide lanes with 3-ft-wide shoulders. The existing bridge has two 45-ft spans consisting of prestressed concrete cored slabs and supported by concrete caps and steel pile bents. The proposed project area is comprised of undeveloped land associated with the Neuse River floodplain and undeveloped upland forests. The substrate type in the project area is described as silt/sand with water depths ranging between 0 and 12 ft. No submerged aquatic vegetation was reported in the project area. Project Description NCDOT proposes building new replacement bridges just upstream and adjacent to the existing bridges over the Neuse River and Neuse River overflow before demolishing the existing bridges. The replacement bridges will be built parallel to the existing bridges prior to demolition activities to maintain traffic flow during this project. Twoiemputrawimmtirbtiana will be constructed to facilitate installation of the new bridge over the Neuse River. Over the Neuse River,NCDOT plans to construct a 600-ft-long bridge consisting of six 100-ft spans. Each span will consist of 54-inch(in)prestressed concrete girders supported by reinforced concrete cap end bents on steel piles and reinforced concrete cap bents on steel pipe piles. It will carry two 11- 2 ft lanes with 4-ft shoulders on each side of the bridge. A total of twenty 36-in steel pipe piles(4 piles per bent), including 16 piles within the Neuse River,will bolliftINI6 support the bridge. The installation will be performed from the proposed temporary work platforms or by amplorThe proposed new structure will have er the mean high water (MHW) level. The overflow bridge proposed by NCDOT in the Neuse River floodplain will consist of four 100-ft spans totaling 400 ft in length. Each span consists of 54-in prestressed concrete girders supported by reinforced concrete cap end bents on steel. It will cany two 11-ft lanes with a 6-ft shoulder on the low side of the bridge and a 3-ft shoulder on the high side of the bridge. A total of fifteen 24-in steel tipe piles(5 piles per bent)will be driven within the floodplain to support the bridge. o temporary work platforms with 20-ft spans will be utilized to construct the new bridges. The atform over the Neuse River will be constructed in 2 separate segments to allow vessel passage oughout construction. It is anticipated that a maximum of one hundred and forty-four 30-in steel iles will be driven within the surface water of the Neuse River, and a maximum of two hundred and ighty-two 30-in steel piles will be driven within the floodplain to construct the temporary work latforms. The 2 existing bridges will be removed using top-down methods and mechanized equipment. The existing pilings will either be removed completely by vibratory extraction ialbelhallegailthot ajmotbikeptsio material from the existing bridges will remain within the river. No explosives will be used for demolition associated with this project. The proposed demolition and construction will take approximately 48 months to complete. Pile Types Proposed for Construction Installation Number Pile Max. No.of Piles to be Avg.Strikes Pile Material Method of Piles Size Driven Per Day Per Pile Steel Pipe(Neuse Impact River Bridge) hammer 20 36 in 5 675 Steel Pipe(Neuse River Overflow Impact 15 24 in 5 477 Bridge) Hammer Steel Pipe (Temporary Work Impact Platforms—Neuse Hamner 144 30 in 5 114 River) Steel Pipe (Temporary Work Impact 282 30 in 5 114 Platforms—Neuse Hammer River Overflow) Construction Conditions NCDOT will implement the following construction conditions. 111 From February 15 to September 30,no work shall be allowed to take place within the Neuse River. Construction activities may take place from temporary work bridges as long as they are installed and removed outside of the restrictive season. to All in-water work and pile driving will be performed during daylight hours only. 0 The applicant has also agreed to adhere to NMFS's Sea Turtle and Smalltooth Sawfish 3 • Construction Conditions.' This includes the requirement that construction stops temporarily if an ESA-listed species is sighted within 50 ft of mechanical construction equipment. 10 All construction personnel will be responsible for observing water-related activities to detect the presence of ESA-listed species and avoid them. * Turbidity will be monitored and controlled. 110 Turbidity bathers will be used throughout construction to ensure that turbidity levels within the project area do not exceed background conditions. Turbidity curtain material shall be supported by a flotation material having over 29 lbs/ft buoyancy. The floating curtain shall have a 5/16"galvanized chain as ballast and dual 5/16"galvanized wire ropes with a heavy vinyl coating as load lines.The Contractor shall maintain the Floating Turbidity Curtain in a satisfactory condition until its removal is requested by the Engineer. The curtain shall extend to the bottom of the jurisdictional resource. Anchor the curtain according to manufacturer recommendations. 1111, Turbidity barriers will be positioned in a way that does not block species' entry or exit from designated critical habitat. 1111 All turbidity curtains and other in-water equipment will be properly secured with materials that reduce the risk of entanglement of marine species. Turbidity curtains will be made of materials that reduce the risk of entanglement of marine species. • No more than 5 piles will be driven per day. A wood cushion block will be implemented for noise abatement during pile driving. 11 One of the following methods will be used outside of the restrictive season when in-water work is allowed to give any Atlantic sturgeon the opportunity to leave an area prior to full- force pile driving on each project. These procedures will be used for a minimum of 10 minutes prior to full-force pile driving: o "Ramp up"method(i.e.,pile driving starts at a very low force and gradually builds up to full force), o "Dry firing"method(i.e.,operating the pile hammer by dropping the hammer with no compression),or o "Soft start"method(i.e.,noise from hammers is initiated for 15 seconds,followed by a 1-minute waiting period—this sequence is repeated multiple times). Effects Determination(s)for Species the Action Agency or NMFS Believes May Be Affected by the Proposed Action Species ESA Listing Action Agency Effect NMFS Effect Status' Determination3 Determination Fish Atlantic Sturgeon, Carolina T NLAA NLAA Distinct Population Segment (DPS) NMFS.2006. Sea Turtle and Smalltooth Sawfish Construction Conditions revised March 23,2006.National Oceanic and Atmospheric Administration,National Marine Fisheries Service,Southeast Regional Office, Protected Resources Division,Saint Petersburg,Florida. https://www.fisheries.noaa.gov/webdam/download/92937961) 2 T=threatened 3 NLAA=not likely to adversely affect 4 • Critical Habitat The project is located within the boundary of Carolina Unit 3—Neuse River Unit for Atlantic sturgeon critical habitat. The physical and biological features(PBFs)of the critical habitat are described in the table below. We believe that only the PBFs 3 and 4 may be affected by the proposed action. Atlantic Sturgeon Critical Habitat PBFs and their Purpose/Function PBF Purpose/Function of PBF Hard Hard bottom substrate Necessary for settlement of fertilized eggs,refuge, Substrate (e.g.,rock,cobble,gravel, growth,and development of early life stages (PBF 1) limestone,boulder,etc.)in low salinity waters(i.e., 0.0-0.5 parts per thousand [ppt]range) Salinity Aquatic habitat with a Necessary for juvenile foraging and physiological Gradient and gradual downstream development Soft salinity gradient of 0.5 ppt Substrate up to as high as 30 ppt and (PBF 2) soft substrate(e.g.,cand, mud)between the river mouth and spawning sites Unobstructed Water of appropriate depth Necessary to support: Water of and absent physical • Unimpeded movement of adults to and from Appropriate bathers to passage(e.g., spawning sites Depth locks,dams,thermal • Seasonal and physiologically dependent (PBF 3) plumes,turbidity,sound, movement of juvenile Atlantic sturgeon to reservoirs,gear,etc.) appropriate salinity zones within the river between the river mouth estuary and spawning sites • Staging,resting,or holding of subadults or spawning condition adults. Water depths in main river channels must also be deep enough (at least 1.2 meters[m])to ensure continuous flow in the main channel at all times when any sturgeon life stage would be in the river Water Water quality conditions, Necessary to support: Quality especially in the bottom 1 • Spawning (PBF 4) m of the water column with • Annual and inter-annual adult,subadult,larval, the appropriate and juvenile survival combination of • Larval,juvenile,and subadult growth; temperature and oxygen development;and recruitment. Appropriate values temperature and oxygen values will vary interdependently and depending on salinity in a particular habitat. For example,6.0 milligrams per liter(mg/L) dissolved oxygen(DO)or greater likely supports juvenile rearing habitat,whereas DO less than 5.0 mg/L for longer than 30 days is less likely to support rearing when water temperature is greater than 25°C. In temperatures greater than 26°C,DO greater than 4.3 mg/L is needed to protect survival and growth. Temperatures of 13 to 26°C likely support spawning habitat. 5 9 , Analysis of Potential Routes of Effects to Species Listed species may be physically injured if struck by construction equipment,vessels,or materials. This potential effect is discountable due to the ability of the species to move away from the project site when disturbed. Fish are highly mobile species and are able to avoid construction noise,moving equipment,and placement or removal of materials during construction. Noise,construction activity,and materials may prevent or deter listed species from entering the project area. We believe the effects to listed species from exclusions to the project area will be insignificant. Any exclusionary effects will be temporary,and only relatively small areas of the project area will be excluded at any point in time. Noise created by pile driving activities can physically injure animals or change animal behavior in the affected areas. Injurious effects can occur in 2 ways. First,immediate adverse effects can occur to listed species if a single noise event exceeds the threshold for direct physical injury. Second,effects can result from prolonged exposure to noise levels that exceed the daily cumulative exposure threshold for the animals,and these can constitute adverse effects if animals are exposed to the noise levels for sufficient periods. Behavioral effects can be adverse if such effects interfere with animals migrating,feeding,resting,or reproducing,for example. Our evaluation of effects to listed species as a result of noise created by construction activities is based on the analysis prepared in support of the Opinion for SAJ-824. Based on our noise calculations,the installation of 36-in steel piles by impact hammer with noise abatement will cause single-strike or peak pressure injurious noise effects of up to 15 ft. Due to the mobility of ESA-listed fish species,we expect them to move away from noise disturbances. The included construction conditions require the use of ramp-up,dry firing,or soft start procedures in order to create avoidance behavior before impacts reach an energy level sufficient to pose risk of injury. Because we anticipate that animals will move away,we believe that an animal's suffering physical injury from single-strike impact noise is extremely unlikely to occur. The cumulative sound exposure level(cSEL)of multiple pile impact strikes over the course of a day may cause injury to ESA-listed species at a radius of up to 11 ft. We believe that the potential for injury due to cSEL is discountable. For listed species to experience injury from cSEL,they must remain in the potential injury radius for an extended period even as the noise levels exceed the value which is expected to cause avoidance behavior. Because ESA-listed animals are mobile,it is expected that they will move away from sound sources that exceed the behavioral threshold. Pile driving activities for the proposed action could result in behavioral effects to maximum radii of 131 ft for ESA-listed fish. Due to the mobility of ESA-listed fish species,we expect them to move away from noise disturbances in this open-water environment. Because there is similar habitat nearby,we believe behavioral effects will be insignificant. If an individual chooses to remain within the behavioral response zone,it could be exposed to behavioral noise impacts during pile installation. Since installation will occur only during the day,these species will be able to resume normal activities during quiet periods between pile installations and at night. Based on our noise calculations,removal of piles by vibratory hammer will not result in any form of injurious noise effects. Analysis of Potential Routes of Effects to Critical Habitat Unobstructed water of appropriate depth(PBF 3)that supports staging,resting,holding,or movement of various life stages of Atlantic sturgeon may be affected by the installation of piles and temporary work structures. We believe the obstructions created by the permanent installation of fifteen 36-in 4 NMFS. Biological Opinion on Regional General Permit SAJ-82(SAJ-2007-01590),Florida Keys,Monroe County,Florida. June 10,2014. 6 steel piles and the temporary installation of one hundred and forty-four 30-in steel piles in the Neuse River will have an insignificant effect on PBF 3. The permanent piles will occupy a smaller footprint than the existing piles,and the temporary piles will be installed with a minimum span of 20 ft between bents and will maintain a navigational channel opening of approximately 100 ft,ensuring that a significant majority of the river width will be available for passage. Sedimentation effects are not anticipated to reach a level that would create a depth barrier,and the implementation of the construction moratorium will ensure that there is no noise barrier to migrating individuals in the event they are present in the river. Water quality(PBF 4)supporting important life functions,such as growth and reproduction,of various life stages of Atlantic sturgeon may be affected by temporary and highly localized turbidity and associated effects on suitable water temperature and oxygen values caused during installation of piles and temporary work bridges. Turbidity curtains will be used to contain turbidity;therefore,we believe the effects to PBF 4 from any small amount of turbidity that may escape will be insignificant. We also expect construction-induced turbidity to be temporary and to settle out within a short period of time. Additionally,no in-water work will take place during February 15 and September 30 each year to prevent adult, larval,and small juvenile sturgeon from being exposed to elevated turbidity levels during times of the year when they are more likely to be present in the project area. Conclusion Because all potential project effects to listed species were found to be discountable or insignificant, we conclude that the proposed action is not likely to adversely affect Ofisaiftwiffsiwarldier114 >Sl'his concludes your consultation responsibilities under the ESA for species under NMFS's purview. Consultation must be reinitiated if a take occurs or new information reveals effects of the action not previously considered,or if the identified action is subsequently modified in a manner that causes an effect to the listed species or critical habitat in a manner or to an extent not previously considered,or if a new species is listed or critical habitat designated that may be affected by the identified action. NMFS's findings on the project's potential effects are based on the project description in this response. Any changes to the proposed action may negate the fmdings of this consultation and may require reinitiation of consultation with NMFS. We look forward to further cooperation with you on other projects to ensure the conservation of our threatened and endangered marine species and designated critical habitat. If you have any questions on this consultation, please contact Karla Reece, Section 7 Team Lead, at karla.reece@noaa.gov. Sincerely, REECE.KARLA R EECE.K A R L A.M.1365885962 .M.1365885962 ckg.2020 o4 10 12 19:35-04'00' for David Bernhart Assistant Regional Administrator for Protected Resources File: 1514-22.1.1 7 Nil NM APPLICATION for Mir Dovolop000t Permit (lest revised 12127106) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/Landowner Information Business Name Project Name(f applicable) Ncdot Division 2 B-4484 Replace Bridges No. 138&139 over the Neuse River Appicant 1: First Name MI Last Name Casey K Whitley Applicant 2: First Name MI Last Name N/A N/A N/A if adcttional applicants,please attach an additional page(s)with names fisted. Maling Address PO Box City State 1037 W H Smith Blvd 1587 Greenvale NC ZIP Country Phone No. FAX No. 27835 USA 252-439-2811 ext N/A- Street Address(f different from above) City State ZIP N/A N/A N/A N/A- Email ckwhjtleyancdot.gov 2. Agent/)Contractor information Business Name N/A Agent/Contractor 1: First Name MI Last Name N/A N/A N/A Agent/Contractor 2: First Name MI Last Name N/A N/A N/A Mailing Address PO Box City State N/A N/A N/A N/A ZIP Phone No.1 Phone No. 2 N/A N/A- - ext. N/A- - ext. FAX No. Contractor* N/A N/A Street Address(f afferent from above) City State ZIP N/A N/A N/A N/A- Email N/A <Form continues on back /`.:rl0e 1-$1111 4NCOAST www-n ..rustaamanavainent.^.;.:t Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County(can be multiple) Street Address State Rd.* Craven Maple Cypress Road 1470 Subdivision Name 1 City State Zip N/A Dover NC 28526- Phone No. Lot No.(s) (if many, attach additional page with list) N/A- ext. N/A, a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Neuse Neuse River c. Is the water body identified in(b)above,natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ['Manmade ❑Unknown Neuse River e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed ayes No work falls within. N/A 4. Site Description a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.) 154 feet 504,700 sq.ft. c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or N/A, NWL(normal water level) (If many lot sizes,please attach additional page with a list) 20' ❑NHW or®NWL e. Vegetation on tract Primarily maintained roadside grasses and herbs,mixed pine and oak forest,and riverine swamp forest f. Man-made features and uses now on tract Man-made features include existing bndges and roadway,as well as subsurface and aerial utilities. Uses include transportation and recreational fishing and bolting. g. Identify and descnbe the existing land uses adjacent to the proposed project site. Primarily undeveloped land,open water, and institutional(boat ramp and public river access). h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? Craven County has not zoned this area. (Attach zoning compliance certificate,if applicable) Dyes ❑No ®NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. ®Yes OW DNA If yes,by whom? NCDOT I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes No DNA National Register listed or eligible property? <Form continues on next page> Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ®Yes ❑No (ii)Are there coastal wetlands on the site? Oyes No (ii)If yes to either(i)or(ii)above,has a delineation been conducted? ®Yes ❑No (mach documentation,if available) n. Describe existing wastewater treatment facilities. NIA o. Describe existing drinking water supply source. N/A p. Describe existing storm water management or treatment systems. Existing roadway stormwater either sheet flows to existing roadside ditches or drains directly from the bridges into the Neuse River or its overflow. 5. Activities and Impacts a. Veil the project be for commercial,public,or private use? ❑Commercial ®Pubac/Govemment ❑Private/Community b. Give a brief description of purpose,use,and daily operations of the project when complete. See cover letter. c. Descrbe the proposed construction methodology.types of construction equipment to be used during construction,the number of each type of equipment and where it is to be stored. See cover letter. d. List all development activities you propose. See cover letter. e. Are the proposed activities maintenance of an existing project,new work,or both? Both-construction of replacement bridges on new location and existing roadway. f. What is the approximate total disturbed land area resulting from the proposed project? 3.8 acres j ❑Sq.Ft or®Acres g. Will the proposed project encroach on any public easement,public accessway or other area ®Yes ❑No ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. See cover letter and attached permit impact drawings. i. Will wastewater or stormwater be discharged into a wetland? ®Yes ❑No DNA If yes,will this discharged water be of the same salinity as the recelvrrg water? ❑Yes No DNA j. Is there any mitigation proposed? ®Yes ❑No DNA If yes,attach a mitigation proposal. 52-.-.f�-',:a08 .. --�•z;. �FtGO�`..T .. iw7;r:, _.x;ytr. rarSSy,te++ert.rlet Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit <Form continues on back> 6. Additional Information In addition to this completed application form,i'MF-1)the following items helow,if applicable,must be submitted in order for the application package to be complete Items(a)—(f)ate always applicable to any major development application Please consult the applxahon instruction booklet on how to properly prepare the required items below { a. A project narrative. b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps,plats,drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detaied to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront(riparian)landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name See attached landowner list Phone No Address Name Phone No. Address Name Phone No Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers,perrnitee,and issuing dates h. Signed consultant or agent authorization form, if applicable. I. Wetland delineation,if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S.113A 1-10),if necessary. If the project involves expenditure of public funds or use of pubic lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7. Certification and Permission to Enter on Land f I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and fallow-up monitoring of the project. I further certifyl that information provided in this application is truthful to the best of my knowledge. Date !o/1 ,�Qi9 Print Name 01SeL �4:�//t- / Signature Please indicate application attachments pertaining to your proposed( �/ project. ®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development ❑DCM MP-4 Structures Information 7.32-4oll-26 s t: 13313-41tGOAS7 rvwv:."e.Ittiz lastaienaneigersa»t.e•t Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given In feet. Access f Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock {excluding (NLW or Breakwater shoreline NWL) _ stabilization) 1 Length 170' Width 20' Avg.Existing NA NA 1.5' Depth Final Project NA NA 1 1.5' Depth 1. EXCAVATION ❑This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. Soil N/A c. (I)Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards. (OM,submerged aquatic vegetation(SAV),shell bottom(SB), or other wetlands(WL)? If any boxes are checked,provide the number of square feel affected. CW ❑SAV OSB ®WL 3 924 ❑None (it)Describe the purpose of the excavation in these areas: Channel relocation within the floodplain at Site 2. 2. DISPOSAL OF EXCAVATED MATERIAL ❑Th►s section not applicable a. Location of disposal area. b. Dimensions of disposal area. To be determined by contractor at an approved location. Undetermined c. (i)Do you claim tile to disposal area? d. (i) Will a disposal area be evadable for future maintenance? ❑Yes No ❑NA ®Yes ❑No DNA (ii)If no,attach a letter granting permission from the owner. (ii)If yes,where? Undetermined e. (i)Does the disposal area indude any coastal wetlands/marsh f. (i)Does the disposal indude any area in the water? (CW),submerged aquatic vegetation(SAV),shed bottom(SB), or other wetlands(WL)? If any boxes are checked,provide the Oyes ®No ❑NA number of square feet affected. (ii)If yes,how much water area is affected? ❑CW ❑SAV ❑SB OWL ®None (ii)Describe the purpose of disposal in these areas: Contractor will be required to dispose of material in upland areas only. �IESr;Si w^w.w.tE.'.'CJnftm7tri@23.? R?_..- _ Form OCM IMtjf`'-`� fExc'+vs;S*-+ sod FIN Paws 2 of 3) 3. SHORELINE STABILIZATION This section not applicable (If development is a wood groin, use MP-4-Structures) a. Type of shoreline stabilization: b. Length: ❑Bulkhead ❑Riprap ['Breakwater/Sill ['Other: Width: c. Average distance waterward of NHW or NwL: d. Maximum distance watenvard of Nl-W or NVVL: e. Type of stabilization material: f. () Has there been shoreline erosion during preceding 12 months? Dyes DNo DNA (ii)If yes,state amount of erosion and source of erosion amount information. g. Number of square feet of fill to be placed below water level. h. Type of fill material. Bulkhead backfill Riprap Breakwater/Sill Other i. Source of fill material. 4. OTHER FILL ACTIVITIES El This section not applicable (Excluding Shoreline Stabtlrzatan) a. () WI fill material be brought to the site? Dyes ❑No DNA b. CO Will fill material be placed in coastal wetlands/marsh(CW), If yes, submerged aquatic vegetation(SAV),shel bottom(SB),or (ii)Amount of material to be placed in the water other wetlands(WL)? If any boxes am checked,provide the number of square feet affected. (it)Dimensions of fiN area ❑cw ❑SAV ❑SB (iv)Purpose of fill OWL ❑None (ii)Describe the purpose of the fill in these areas: 3. GENERAL a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used(e.g.,dragline, controlled? backhoe,or hydraulic dredge)? FIN material will be contained behind a retaining wall,or protected Standard construction equipment including excavator, with rock plating. dump buck etc.No dredge or dragine proposed. c. (i) Will navigational aids be required as a result of the project? d (i) WI wetlands be crossed in transporting equipment to project Dyes ®No DNA site? ales No DNA (I)If yes,explain what type and how they will be implemented. (ii)If yes,explain steps that will be taken to avoid or minimize environmental impacts. Access to project will be via existing roadways 09/23/2019 Date Casey Whrtley Et-4484 Maple Cypress Road Bridge Replacement Applicant Name Project Name 252-008.2304 r 1-$48-4f1csM3r ::wrAyr.pccsaskslmanagefrasri-not raviaad: 1212&tits Form ,DCM MP-.2 Pape 3 of 3';, ApphcantSignat 2.52-4106-2111)11 is 1 4tteilikUT www.b.z.-ooa.stati ossitkrstott.rtect evvlsodl 1,2/26/06 Form DCM MP-5 BRIDGES and CULVERTS Attach this form to Joint Application for CAMA Major Permit,Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 1. BRIDGES ❑Thrs sectron not appkcaWe a. Is the proposed bridge: b. Water body to be crossed by bridge: ❑Commercial ®Publie/Govemrnent ❑Private/Community Neuse River c. Type of bridge(construction materiat): d. Water depth at the proposed crossing at NLW or NWL: Prestressed concrete 4'@ Bridge 138;2'@ Bridge 139 e. (i)Will proposed bridge replace an existing bridge? ®Yes ONo f. (i)Will proposed bridge replace an existing culvert? ❑Yes No If yes, If yes, (ii)Length of existing bridge: 5$0.5'&180' (ii)Length of existing culvert N/A (iii)Width of existing bridge: 22'&30' (iii)Width of existing culvert: WA (iv)Navigation clearance underneath existing bridge: 28.0'ti), (Iv)Height of the top of the existing culvert above the NHW or $ridae 138: 10.2'@ Bridge 139 NWL: N/A (v)WIN all,or a part of,the existing bridge be removed? (v)WII all,or a part of,the existing culvert be removed? (Explain) Both Bridge 138 and 139 will be removed in (Explain) N/A their entirety. g• Length of proposed bridge: 600'&400' h. Width of proposed bridge: 30'&31' i. WIII the proposed bridge affect existing water flow? Oyes ®No J. Wit the proposed bridge affect navigation by reducin or If yes,explain: N/A Increasing the existing navigable opening? Wes OW If yes,explain: Proposed low chord is approximately 0.5' higher than existing @ Bridge 138 amd 1.3'higher Bridge 139. k. Navigation clearance underneath proposed bridge: 28.5'&11.5" I. Have you contacted the U.S.Coast Guard concerning their approval? ®Yes ❑No If yes,explain: USCG has issued an exemption for this Project. m. WI the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 12-18' waters? ®Yes ONo If yes,explain: Bridge 139 will be constructed at 8.3'(11.5' from NWS elevation). 2. CULVERTS ®This section not applicable a. Number of culverts proposed: b. Water body in which the culvert is to be placed: bra Ei:11-2r108 RC4/ASi a YtwW.ncaa0.s11fp his arnatal+ih*a» WAS 0l2r;*6 Form DCM SIP=7 :8iidge,s Rrid Culverts.; Ps e.. cif 4) < Form continues on back> c. Type of culvert(construction material): d. (i)Will proposed culvert replace an existing bridge? e. (i)Will proposed culvert replace an existing culvert? ❑Yes ❑No ❑Yes ❑No If yes, If yes, (ii)Length of existing bridge: (ii)Length of existing culvert(s): (iii)Width of existing bridge: (iii)Width of existing culvert(s): (iv)Navigation clearance underneath existing bridge: (iv)Height of the top of the existing culvert above the NHW or (v)Will all,or a part of,the existing bridge be removed? NWL: (Explain) (v)Will all,or a part of,the existing culvert be removed? (Explain) f. Length of proposed culvert: 9. Width of proposed culvert: h. Height of the lop of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour. j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow? increasing the existing navigable opening? Dyes ❑No ❑Yes ❑No !Eyes,explain: If yes,explain: 3. EXCAVATION and FILL ❑This section not applicable a. (i)Will the placement of the proposed bridge or culvert require any b. (i)Will the placement of the proposed bridge or culvert require any excavation below the NHW or NWL? ❑Yes No excavation within coastal wetlands/marsh(CW),submerged if yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands (ii)Avg.length of area to be excavated: (WL)? if any boxes are checked,provide the number of square feet affected. (iii)Avg.width of area to be excavated: ❑CW ❑SAV ❑SB (iv)Avg.depth of area to be excavated: OWL ®None (v)Amount of material to be excavated in cubic yards: (ii)Describe the purpose of the excavation in these areas: N/A. ?WE- '.u•'a'arr8 .: t--t?a:a.4*COa<►S3 ar www.rrcGoantatinmttotte wi:, .LPL rav:seel:10/21038 Fortin DCM MP-5 (Bridges and Culverts,Page 3 of 4) c. (i)Will the placement of the proposed bridge or culvert require any high-ground excavation? ®Yes El No If yes, (ii)Avg.length of area to be excavated: 87.5' (iii)Avg.width of area to be excavated:75' (iv)Avg.depth of area to be excavated: 8'✓ (v)Amount of material to be excavated in cubic yards: 7,090 cu.yd. d. If the placement of the bridge or culvert involves any excavation,please complete the following: (i) Location of the spoil disposal area: Undetermined (ii)Dimensions of the spoil disposal area: Undetermined (iii)Do you claim title to the disposal area? ❑Yes ®No (If no,attach a letter granting permission from the owner.) (iv)Will the disposal area be available for future maintenance? ®Yes ❑No (v)Does the disposal area include any coastal wetlands/marsh(CW),submerged aquatic vegetation(SAVs),other wetlands(WL),or shell bottom(SB)? ❑CW ❑SAV OWL ❑SB ®None If any boxes are checked,give dimensions if different from(ii)above. Undetermined (vi)Does the disposal area include any area below the NHW or NWL? ? ❑Yes No If yes,give dimensions if different from(ii)above. Undetermined e. (i)Will the placement of the proposed bridge or culvert result in any f. (i)Will the placement of the proposed bridge or culvert result in any fill(other than excavated material described in Item d above)to fill(other than excavated material described in Item d above)to be placed below NHW or NWL? ®Yes ONo be placed within coastal wetlands/marsh(CW),submerged If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands (WL)? If any boxes are checked,provide the number of square (ii)Avg.length of area to be filled: 12 sa ft feet affected. (iii)Avg.width of area to be filled:12 sq ft ❑CW ❑SAV ❑SB (iv)Purpose of fill: Pilings for the two proposed bridges. ®WL 47.550 ❑None (ii)Describe the purpose of the excavation in these areas: Retaining wall construction,rip rap outlets,and proposed roadway for bridges 138 and 139. g. (i)Will the placement of the proposed bridge or culvert result in any fill(other than excavated material described in Item d above)to ,be placed on high-ground? ®Yes ❑No If yes, (ii)Avg.length of area to be filled: 25'&11' (iii)Avg.width of area to be filled:95'&61' NOV' 2 7 2019 (iv)Purpose of fill: Roadway construction 4. GENERAL a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary utility lines? ®Yes ❑No detour structures? Dyes No If yes,explain: Overhead electric and aeriaVsubsurafce If yes,explain: water.(see cover letter). 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised:10/26/06 Form 0CM MP-5 ,:Brit}ge,vow' Ci:tperts,Paws 4 of 4) if this portion of the proposed project has already received approval from local authorities,please attach a copy of the approval or certification. < Form continues on back> c VAII the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion ❑Yes No controlled? If yes,complete Form DCM-MP-2. NCDOT standard practices(i.e.silt fence&check dams) e. What type of construction equipment wil be used(for example, f. Will wetlands be crossed in transporting equipment to project site? dragline,badchoe,or hydraulic dredge)? DYes ®No Standard construction equipment including cranes, pile If yes,explain steps that will be taken to avoid or minimize drivers, backhoes,excavators, barges, boats, &dump / environmental impacts_ trucks V/ g. Will the placement of the proposed bridge or culvert re uire an shoreline stabilization? OYes NNo If yes,complete form MP-2,Section 3 for Shoreline Stabilization only 9/23/2019 Date B-4484 Maple Cypress Road Bndge Replacement Project Name Casey Whitley Applicant N l ( Applicant Sign 252-808-28t}8 .2 'i-ttt -'•ciLi ASt .. yea ry.pce... ..c: +Wt+iasrx.4*o• ►wrriaucfe I ait7,i3f:!4 ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary TIM BAUMGARTNER Director October 3,2019 Mr.Philip S.Harris,III,P.E. Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh,North Carolina 27699-1598 Dear Mr.Harris: Subject: Mitigation Acceptance Letter: B-4484,Replace Bridges 138 and 139 over the Neuse River on SR 1470,Craven County The purpose of this letter is to notify you that the Division of Mitigation Services(DMS)will provide the compensatory wetland mitigation for the subject project. Based on the information supplied by you on October 3,2019,the impacts are located in CU 03020202 of the Neuse River basin in the Southern Outer Coastal Plain(SOCP)Eco-Region,and are as follows: Neuse Stream Wetlands Buffer(Sq.Ft.) 03020202 Non- Coastal SOCP Cold Cool Warm Riparian Zone 1 Zone 2 Riparian Marsh Impacts(feet/acres) 0 0 0 2.50 0 0 0 0 *Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio.See permit application for details. The impacts and associated mitigation needs were under projected by the NCDOT in the 2019 impact data. DMS will commit to implement sufficient compensatory wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28,2010.lithe above referenced impact amounts are revised,then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information,please contact Beth Harmon at 919-707-8420. Sincerely, B.Stanfill D Asset Management Supervisor cc: Mr.Tom Steffens,USACE—Washington Regulatory Field Office Mr.Garcy Ward,NCDWR File:B-4484 DE Q� North Carolina Department of Environmental Quality I Division of Mitigation Services 217 W.Jones Street i 1652 Mail Service Center Raleigh,North Carolina 27699-16S2 919.707.8976 ars 6 t Cl�ro Creeping Swamp o c CI a. (pQl� t�dMar R�4, Si Gstttofl f p p / 1 9h4 +y k ?a, i 1 O o 118; C'Q • to t.4 9h r r y tg < 'Z' i i c Cie (-_, ` e\ �� c Jacks Slough i,,n,› i tt aei i Iq5.ft r• �o *et: re b. a 9 Pep bo A o • O nee N co ole Breh Ctee� Greek e cr 801. ia r¢ a G , G°1" Q Ll 0 54 $pa `-''r ,nta"`4 41 �rasey s- " ��1e' 'reek v. = C F. c -41illB he h Lat: 35.3125/Long: -77.3021 3 *Pliallititillilith, ilrodtkatoA n rartT/OwA1�►irA11,I► 44& 4� 4 41610 110�� Cove City `°` 8 a' 4 a ek or, vs ,0 Ile �1 G ��e o Project Location: ale Bruh�h Craven County G� I s TIP B-4484 : Niw N Replace Bridges No.138&139 & Miles Project Location Craven County,NC ____-, ' 0 1 2 USGS Named Streams September 2019 Figure 1:Vicinity Map sail- -YE- � -. \1S 1. I 711E 5�� ,szs Sr a I _ ''9p .z �, xt 2S_ ?g -W. - 4. Maplecypress 25 L` -. 47, Eft -bibs 7 • �- _ -�- -fir T,' - =yam may. -' y -�- ISM -1x �c NETSVia:V ' . Eat W : .* -a- '\_ 1`.' 25� \ 2s/�" -,,, ti-'U �_` - _ 4�.r_t -rt... -Eye. Bridge No. �Si of .,, ems- _:- 0? R.S90 `t . (." . _ - -a- -3W �L _ _ y 25 �' z ` - • v,___/ ---l-- ) ____7_,A-- _ \ • -Mt- __ f III- , 4y N TIP B-4484 r `4 Feet Replace Bridges No.138&139 Craven County,NC ,. 0 1,000 2,000 September 2019 Figure 2:USGS Map p Fort Barnwell(2016)USGS 1:24,000 Quadrangle Map Highway North Carolina Department of Transportation d' �Ot tilcit111\v Ut r Highway Stormwater Program _• r STORM WATER MANAGEMENT PLAN (Version 2.06;Released June 2016) FOR NCDOT PROJECTS WBS Element: 33723.1.2 TIP No.: B-4484 County(ies): Craven Page 1 of 1 General Project Information WBS Element: 33723.1.2 1TIP Number: B-4484 i Project Type: Bridge replacement Date: 8/7/2019 NCDOT Contact: Hon Yeung,PE Contractor/Desi.ner: Richard Bollinger,PE Address: 1037 W.H.Smith Blvd. Address: 8521 Six Forks Rd.Suite 400 Greenville,NC 27835 Raleigh,NC 27615 Phone: (252)439-2827 Phone: (919)926-4105 Email: hfyeung@ncdot.gov Email: richard.bollinger@rsandh.com City/Town: Ft.Barnwell County(ies): Craven River Basin(s): Neuse CAMA County? Yes Wetlands within Project Limits? Yes Project Description Project Length(lin.miles or feet): 0.701 miles Surrounding Land Use: Woods.Farmland.Residential Proposed Project Existing Site Project Built-Upon Area(ac.) 4.0 ac. 3.0 ac. Typical Cross Section Description: Bridge 138:Two 11'lanes with 8'total shoulder width Bridge 138:Two 12'lanes with 1.5'shoulders Bridge 139:Two 11'lanes with 9'total shoulder width Bridge 139:Two 12'lanes with 3'shoulders Annual Avg Daily Traffic(veh/hr/day): Design/Future: 2279 Year:2039 Existing: 1863 Year: 2019 General Project Narrative: This is a bridge replacement project. The existing Bridge 138 over the Neuse River is 1 @40'3";5@40';1 @60',6@40';1 @40.3"RC floor in I-beams.The proposed bridge will (Description of Minimization of Water go upstream from existing crossing.Proposed Bridge 138 is a 6@100'54"girder bridge with 4'caps.The bridge will have 2 drop inlets at the end of the approach slab to collect Quality Impacts) deck drainage with a single outlet to the side of the bridge.Rip rap pads will be used at all ditch outlets to reduce flows into wetlands. The existin Brg idge 139 over the Neuse River overflow is a 4@45'prestressed concrete cored slab bridge.The proposed bridge will go upstream from existing crossing. Proposed Beg f39 is a 4@100'54"girder bridge with 4'caps.The bridge will have 2 drop inlets at the end of the approach slab to collect deck drainage with a single outlet to the side of the bridge.Rip rap pads will be used at all ditch outlets to reduce flows into wetlands. Retaining walls are being used along the upstream side of the project where practicable to minimize wetland impacts. NCDOT will attempt to avoid and minimize impacts to streams to the greatest extent practicable during project design. Waterbody Information Surface Water Body(1): Neuse River NCDWR Stream Index No.: 27-(85) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters(Sw) (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Neuse River Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? 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DIVISION OF HIGHWAYS WA1S N18LN> RA..o.N� M.00IION / 33723.1.2 WA PE lat.)/—' 1459 145 33723.2.1 WA ROW,UTIL �/Riversi•e\ 1462 C —J CRAVEN /TY 1459 1a57• 1458 1465 (l� COU � TY MilE:oo h V 00 i - 7 _ 4 ��I 1468 `KY — 1'S7 1454 LOCATION:REPLACE BRIDGES NO. 138 & 139 OVER NEUSE i .. 64) ' a��PROJECT LOCATION' _ _ A RIVER AND NEUSE RIVER OVERFLOW ON PERMIT DRAWING ' 1474 f\�� - . 147o�/i 145o 1454 ~ SHEET 1 OF 15 SR 1470 (MAPLE CYPRESS ROAD) T� 1470 �•, 1450 5�Y [y j ��a \ W TYPE OF WORK: GRADING,DRAINAGE,PAVING,RETAINING WALLS, i'j V r �, �,'` lava AND STRUCTURES 1a71 �T42: 1 ` �,ycP 72''' WETLAND AND SURFACE WATER IMPACTS PERMIT I __I4,- O VICINITY MAP N.T.S. 11401 a, SITE 1 _ SITE 2 161 END TlP PROJECT B-4484 4 END CONSTRUCTION 6 —LI— POC Sta.54+00.00 ) -I I- -' -•l + IDG I 1 NEUSE RIVER i END BRIDGE END BRIDGE IIIII -�-_ 1 -LI- •oT Sta. B+0.5Dp -U- to. 0/Elk RO''- " 10 ��"� vw- C+ OVER RIVER ■ �� TO RD �a OVERFLOW \�` BIDDLE -__�_ 4 \` z. 11" E41/8X/SL 8R 138 -� , alp �I_ 4O�R I _ is IF c BEGIN BRIDGE jjjjj _';`�_-- hit _! ' LI "1a.22 i i CYPRESS ROAD ,EX151._ .13�,�� LU) 1 t o BEGIN BRIDGE \ END CONSTRUCTION La BEGIN TlP PROJECT B-4484 U PO Sta. —LI— POC Sta.54+50.00 —LI— POC Sta.17+00.00 � ,.._ V co 0, INCOMPLETE PLANS c DO NOT vas FOR.8/11 ACOUMTIWN L 0 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. UNLESS ALL IG CONSIDEREDTURESOM LE E L VNLE85 ALL SIGNATURES COMPLETED o CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 0 -1-aCi PREPARED IN DIE OFFICE OF: HYDRAULICS ENGINEER E GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 1910 SOUTH BOULEVARD,SUITE 100 0 CHARLOTTE,NC 18103 L ADT 2019 = 1,863 NC FIRM LICENSE No:F-0493 > 50 25 0 50 100 f �� N c J ADT 2039 = 2,279 LENGTH ROADWAY TIP PROJECT B-4484 = 0.512 MILE FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION .0' °7♦ L■ L`'i l 1 I�1 1 I( = 12 % 2018 STANDARD SPECIFICATIONS A Oe' PLANS % LENGTH STRUCTURE TIP PROJECT B-4484 = 0.189 MILE PE. a D = 60 JENNIFER FARINO,PE SIGNATURE: 50 25 0 50 100 0 « _ RIGHT OF WAY DATE: PRO ECT ENGINEER s a 1111 I T = 10 /o TOTAL LENGTH TIP PROJECT 8-4484 — 0.701 MILE J ROADWAY DESIGN A A ti N V = 60 MPH MARCH 7,2019 DREW MORROW,PE ENGINEER ♦ •1 PROFILE (HORIZONTAL) s(TTST=3% + DUAL=7%) PROJECT DESIGN ENGINEER 4 ,' re Mato o L O 10 5 0 10 20 FUNC CLASS = MAJOR LETTING DATE: HON YEUNG, PE w; r , COLLECTOR APRIL 21,2020 NCDOT CONTACT v 1�11� vim/ o= SIGNATURE: J l PROFILE (VERTICAL) A SUB-REGIONAL TIER A P�/� /L J G- PROJECT REFERENCE NO. SHEET NO. m a- � B-4484 4 ' RAN SHEET NO. ' ),.. ' PERMIT DRAWING ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SHEET 2 OF 15 ',. ,--___\i,,-____ 444,7111 Allr'" ... "111 BEGIN TIP PROJECT B-4484 —L1— POC STA. 17+00.00 • 01 - ^� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED F �Po 0 RSal �� - FRANCES T.IMPAIRER NC FIRM LICENSE No:F-0493 SITE 1 = _ _._ x Y / s x / A * * ' - _ A , INSET B ,. ;. �� a A • A � RI? A * * * * * * * A Ems /. /- BROOD A A * * A TIE TO EXIST. * I ... / /. * * * REMOVE E MRDRNI I END PROP.RET.WALL#1 •• . / A } * * A 50 OVOF EXIST. * *I —.1—STA.19+50.00 . ' /, *BEGIN PROP.RET.WALL#1 ^a * A * GF�ARORAIL FROM - ' -L1- TA.2 +00410A i yti .. ,, * * * -L1-STA. A 4. . ' ' • */ * A WOODS RETAIN �_ NAT -_ .' • / BEGIN HDD OF * * * --I-i E��____ E LNE -- /��. 12'HDPE WATF,RLINE NOV SEE IN*S qIt A A * . * * A :4, zy�>_, , # —— * En5■1G R r .,T`�� ' . PUE PUE A E * • O NEUSE RI iV —es— /.4/ -�..�� fC .E '{' VER 9 Y M 41 7 �'f -----___ �� OVERFLOW ER �''��fl�s GV / .. s +.w.� ><sa'f.a�.z��MIMI .� J� id E�- • -,...gt„. � __ •___ T 01:5_. . ___ a�— ___________ --' :: — .� I/ , 'ram "' ___ __ • RETAIN EXISTING �- k I«' -_ '________ `_ �_ ,�� l—sue—•_ y,� ...,--t, OVERFLOW BRIDGE * * -- - �— _ - '"'•�_ —•,frwe Tp —. * — —tw--- ..---. - - —A ...,,�,. I _ T: GI _ „'IM k * A } * � * ---_ 5"RCP-III �_. * A * * * REMOVE EXISTING ��-* -VA-- ,� MN 15' �` _� h * * TIE TO EF�7�(IST.GUARDRAIL * 1?*CMP '+- - W �_� • A * A REMOVE APPROX.250 LF OF A * * * * * E°SnNc r s * � "� p -F.".". LW * * EXIST.GUARDRAIL FROM * * ��- WOODS A A A A A A A A * A A * *A } * * * * * MECHANIZED CLEARING *SEE YJSET*A A �' O A A A * * * * * • * * * A *1 • * * * W* + L GRADE STING EMBAI�KMENTk 1I{{OOW Ta +. EIEV.13'FROM -Ll-STA 22 0 DR TO\ I m + 2*+16,AND UY BACK EMBANKMENT AT A 1 • 3.1 FROM STA1+78 TO 22+28. a • �� .f l SSG FREA1A 11-STA 19+34 TO STA ii+95 LT • 8 ni SANORA N,WHITE SBG FROM -13-STA.2 +A9 Tb STA�11+95 RT • - j1f1 m • S ti • _ x r ii cce m W oos ?_. OD • 87M o W t= TEMPORARY WORK ;' It PLATFORM I, � F� DENOTES FILL IN \ J WETLAND • ■ • • DENOTES MECHANIZED �" • • *• •' • • I • CLEARING 4« ri 2j2 50' 0' 50' 100' 150E INSET A as ■ ■ ■ ■ ■ �� N,y PROJECT REFERENCE NO. SHEET NO. @-4484 4 1� RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS PERMITDRAWING ENGINEER ENGINEER SHEET 3 OF 15 / BEGIN TIP PROJECT B-4484 :��"'m • ' ,111 .11.1k mimemA.L., , 4 -L1- POC STA. 17+00.00 \� o` .„„: ,yO DOCUMENT NOT CONSIDERED FINAL �`� 0 UNLESS ALL SIGNATURES COMPLETED h O ISIM:_IV RSiH �� FRANCES T•SLPATRICK . NC FIRM LICENSE No:F-0493 SITE 1Ali ir 1 r x : P\1;\ i0 y t A + - INSET B j -'� * Y Roans * A * TIL TO EXIST. ` 1 -. .,s- • * -t,.., // // } • RDRAIL END PROP.RET.WALL#1 -- .-.�� * - * * } REMOVE APPROX. A/ .... - :EGIN PROP.RET.WALL -1 -LI-STA.19+50.00 .r ..__• } 50 LF OF EXIST. / - �Ll- TA.21+OO.QO 1 - _...•.. } Gk'lARDRAIL FR• / L: t t : ... ------.....-- -:.---_,..„....• . -: 4 . - �I�' _ .. * * A * * _ _ _ } _ ; 1 • • A Y • �l/ • Y 11EGHi� • OF- _ �_ .��r,1 }i �. a / 1 PE WATERIIFE i�..1111111.e.. . * t çA ,R� ''; Q P'' r E ms_ ;� A�i,�war._. — PUE E Q z2esr ■ ' I • , dio P a__ ' ��.� "}�f� S{ �-z. ! ' -. -� wife _1i—�I ��r��.a�rr way.us.sr --.� �� M =EuSE RIVER OVEWFLOR �'�-a"�r % - �!•�'a'+�,�,R PUE N ____ :__ __,......._, ,......___ ___ 1 / • RETA4 EXI G /,--1 k.._ w_ �`L.- - --��--�, fi r— 2-�.: .'�•i�� .-�� ,�_.;��s7FY ! OW RIDGE I : * * ��--�� - r-�. _— 1.111111111111111 _ _- - iAl�� !rl��, •� 7j =T7 *• } } REMOVE EKISTING -_ ;`_ �P� I t TIE TO EXIST.GUARD L * CMP - \_, * . .jam W * } REMOVE APPROX.260 LF * ^'�R� * EXIST.GUARDRAIL FROM * * * * � ��- * tll-spa l�+oo.00 TO */��'} t * �` fi/J,►� try *COOS } } * * 19 ib50 R7y+��/* * t } * ., sm. _ * ,E._-- * * MECHANIZED CLEARING ,�� } r rA,. \\ \ (� 2 c CT * } /• * * GRADE 1!7557iNG • TO D a y ELEV.13'FR M 9- T .,.2 2 TO�' 1 2*+46,A�lD LAyy CK EM E T All 1,_ m y 3:1 FROM �1- TA 1+ 8 T• * 25.1 \ � �v j� \ P E Lin • �` SSG FRO/A -L- A. ,T• A. '5 L G .. Q \ SAEORA N.IRATE SSG FROM �1}ST 2 + IT j j. 9 • / 1 N a I n co I / al cn o TEMPORARY WORK • s PLATFORM lg.p o J DENOTES FILL IN • w /�� WETLAND .a * * • * DENOTES MECHANIZED ** .* . * * CLEARING y 50' 0' 50' 100' 150' ^ o'13u ;;.;;___ INSET A w ✓>IM Ch cr N. r......._ \ /' / �\ \ PROTECT REFERENCE NO. SHEET NO. �\ �,\ 8-4484N. S 5 RM' SHEET NO. m \t \ ROADWAY DESIGN HYDRAULICS \ i ENGINEER ENGINEER cb E STATE OF NORTH CAROLNA / �P / MOODS ``\_ ,• 0/ '.: SII"li? 1 UNLESS ALLNT SIGNATURES COMPLETED RScif ,-6 ..---"- . .• .• .. NC FIRM LICENSE No.F-0493 O RILLIAM E,DANIELS PERMIT DRAWING ssJ SHEET 4 OF 15 Li-) : ::. \ M mow\ I I "I *SEE NOTE ON W.I.S.S. FOR IMPACT it INFORMATION REGARDING THE o ` r ar TEMPORARY WORK PLATFORM • 0 + END PROP.RET.WALL#2 Frt�'Low , .yam ` -L1-STA.28+10.00 I 4 4 n1 ? I 4 I:14 4,Q RUE PUE---��'. // .F1' yc44 #I- .•i^X W E /X 4 y, •F4 ;�V) "; 11� PUE��PUE — 4x # I ire I PINE � 4, x ,F 'F 4� 4` I J _ �i7�� PUE��'F4 •F * t BEGIN PROP.RET.WALL#2 � P x -L1-$TA.33+35.00~ 1 =I11 yAw.©'�1��!/// `/1�/!I/Tw/ry}=M� ,��. x E_ �p s -1 LiJ _ -�1 13.11 •�A `_/4+III IJAI 'I'�' aY tA'w..ra _ . PUE 15"RCP-Ill rANNIOW ,. .- � ---�. 1 1./ -. /©l.fit O "•"a�a>r - � -.�-lair+� ---r4�vl mrni REMOVE EXISTINRELOCATE TO sr 1111111111 ~ BRIDGE PROPOSED BRIDGE ��_- / �� 15'RCP-III —____.---- —.,..--_--1,.......__— BY OTHERS illipMIMW OMH —��,� SR1470r EX TION �_� �lE CYPRE C TS .. .. .. • _ .--= —_�. 'u�ST \ IN END MO OF 1 . - 12'HDPE WATERLINE S RO UVI VI [AA , Ca 1/111S R__��.E II A * 4< }WEDS n•.'0 _'...... — __ .. .. .%%.* . .k,44,1 � F -r.�irk F D 1 N I * A A 1 : —� A 1 — O. GRADE EXISTING EMBANKMENT DOWN TO ! I } I 1 CA) ELEV.11'FROM 11-STA.27+42 TO ?5 I } li:CB 27+39,FAND ROM LAY BACK STA EMBANKMENT TOE 8 A39 -2.S• ' • 1 } } A } } A } •I I A A } } * * I I 1 a 36 \} * } * } Al I 1 } } A A A } * 1 t 0 v z�j \ A } *I I I 11 ? SBG FROM -1.1-STA 28+10 TO r�. \ * I I* A A A STA.34+11 LT �� \ * * } * I * } * l i • Z SBG FROM �.1-STA 28+19 TO ; \ \ } I———-1—— I • m /"- STA29+74 RT of \ * } * * } * A * } lof 01 1 } * } * * * } } MOODS 1 I • 10 * * * ** ** • DENOTES MECHANIZED _ * A * * * } * * • 11 i FELLOW s * * * * CLEARING woo05 MECHANIZED CLEARING I \ EI I 1 HEATH .AILT FARMS,LLC I�//F� DENOTES FILL IN I O4 II • r J /� WETLAND • • °, COASTAL LUMBER CO►PANT 1 TEMPORARY WORK I\ • 5M PLATFORM* -� \ LL \ 1 \ Na.�f: 50' 0' 50' 100' 150' %� .I\ \\ V1+* • ■�.�■�. .• �� r POND• \ \ \ . 1 \ FOR —U— PROFILE.SEE SHEET 8 62# 1 ? r---- . \ /� �\\\�\\\ PROJECT REFERENCE NO. SHEET NO8-4484 5 \ E �� RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS 1:1' ENGINEERENGINEER E\� � �� Q 3�t / �. STATE OF NORTH CAROLMA - -----?--4'.''"-:-------: / - DOCUMENT NOT CONSIDERED FINAL a \` I _ ... , • / /� UNLESS ALL SIGNATURES COMPLETED SITE 1 )) N C FIRM LICENSE No:F-0493 111 lout** E.°MAUs c PERMIT DRAWING •0 I, ',..:, SHEET 5 OF 15 L'. 1 ,,,s (.,._____ . M1 /''' ix i / (> ,_...„1/4..., __ *SEE NOTE ON W.I.S.S. FOR IMPACT l TION REGARDING THE��/ 1 it, - INMPO'�• ' WORK PLATFORM \4.. END PROP.RET.WALL 82 F�,LrLDW 4 -1-1-STA.28+10 I 4 ,,V i\ I __ a I F F F t J- - 'F --� i' � � 'E .I �.PEE �� r< ,F 'F 1.:.I ;J��..��PUE 'F .F 4 * 4 l BEGIN PROP.RET..WALLi f _�PUE a*— •E ,T -Ll-S A.33+35.00 tit_ ! trt �_I ia?:11i i� �! �.�- ,.,��.rf,�,IT/ P -M�t i,=— LIE- _P PUE O = c r:4411-111"4 11NU� it .�L_s IP_ ill _-_I. / _log , _......,.=,=-y- :�.L,....: _, •VE -;11111A-iiiii_e .'.44#14FilikeAfirlillaiTlit‘WIFF°Tr-41111111111.1%:11111111.11 now EXISTING _�' _ --��-ice V DOE • ��* __.. 1 V ~ `% �, : it' �. SR,.�o MAPLE ,'PR s aD� �, i-119D_ii0Q-oR.____ --_ PRO•.,Sm -. _ -- �T �'��-- in G a TION �i /p - _ - 22 7 E S o e ITSdie +- _'��'R----ar rT ^�..r..0Ti _ \ 74'MDPE WATERLINE N ° ) L'1,_,_i- O."' -. Lri n �\( W��^DE EL_ G..�K\�Y A• 2 TO $ V. N, *. \ I } } } I CT m Z7+89.. p P. AT� m ' 1 } } ` I 1 } } I I '�' I 3:1 FR•M -Ll- •% •'T• 2 +3 �`Z } }I 1 } O � uS 1 ? J SBG FR.M fit- A.'8+ TQ �m \ } } 1 1} } } } I 1 Y ` STA'S411 L7' �y+T'' - \ :L G .I //..�J.LL!///"'��CO SBG FR.M 4.1- A.28 19 TO 'b*. \a \ 1 } } I m sTA z9 �a ar & 1 } } } } } \J 1 11 1 */ C I } '} } } } } } 1 I ,PILLOW 9 ** ** ** * DENOTES MECHANIZED j } } }__ } I l \ * * * CLEARING •" \ MECHANIZED CLEARING ( I \ E ( ; I I - \ \ HEATH ALL FARYSLC DENOTES FILL IN 17- \ 4 \ �. // WETLAND COASTAL LUMBER COMPANYLe 1, 1 1...; �� TEMPORARY WORK k" PLATFORM*0-1 —� \ _a �a 50' 0' 50' 100' 150' i'� \ \ •:a Ri: rl POND \., ,\ T\ FOR —U— PROFILE.SEE SHEET 8 cr ` a- \\} * }�Li%f } PROJECT REFERENCE NO. SHEET NO. \\ �EYs / ` 8-4484 6 co \ * } * } } / ROADWAY DESIGNNEET NO. ENGINEER HYDRAULICS \ �\ } * it } ENGINEER \ Sç : : : / }• \ 1 \ \ �'.11 -\ * * * >L S DETAIL A SPECIAL LATERAL'V'DITCH \\\ ^ \\ \;� � } E POT RtIcT ST ION \ \ I SIT1 DOCUMENTUNLESS ALL SIGNATURES COMPLETED • \ y\• } * * :1i . .D . RS•sif - \ •VI \ \ FROM �1-STA.35+20 TO STA.35+50 LT 14.7 t'° A \ FROM 11-STA.36+50 TO STA 37+21 LT\ } } } NC FIRM LICENSE No:F-0493 a WDODS -A\,¶ \ \ I STANDARD 'V'DITCH 3IIN I SEE DETAIL C DETAIL B DETAIL 4 }1 } * } SPECIAL CUT DITCH STANDARD 'V'DITCH . � "dx°"' " x°"' y PERMIT DRAWING 171 1f �r} } } } ° ,� „ 1 �ss9y9s. SHEET 6 OF 15 y ��, \ 1YOOD5 Min.D- 1.0 F. F 1Y 10J } * } } Min.D- 1.0 Ft, \ 18�'RCP IV• FROM -0W)-STA.10+26 TO STA.14-40 LT -DWI-STA.14+00 RT O %\ , .,, �} } } } } FROM -0WI-STA.10+29 TO STA.13+90 RT / • IAL CUT DITCH SEE DETAIL B 46 /• •i` isn O -` \ MAROLD HARCETT JR 6 TONYA H.BYRD END ..PHALT PA - NT �D© \\\\ } t } } } } CAROL U.HEATH \ "pi 9 44 \ \ AROL LLFJEATN\\ \• `i } } } } } } c \ BEGIN ROCK PLATING Q 1\\\\\ boos } } } } } } -U- POT STA 43+57 +/- LT } * } } } } * } } } } } } } } } } � a \ •�\ \ } } * } } } } } } } } * } } } } * SBG}FROM AT-STA 43+56 TO 43+n LT } } ! } } } A } } ��I \ • *SSG . ,, STA-38+89 TO 39+34 LT } } } } } } } } } * } 0 c N SPECIAL CUT DITCH tot. } } } } CYPRESS SWALIP (� ••?? , A f ,„, ,SEE DETAIL B 1 Q� \ I }\*\...,, } } } i f } } ...� } } !t i } } } } } f } !� �L * , C) * O i * . A CYPRESS SWAMP } * A } } } 4♦1 1 O BEGIN GR,0 Q \ } * } } CO , 100 -I / Po f1/I+1 1/ E '•,\� E r i ET-1. Ey♦r}} E} * } E} _ } E E } � } * * } * AN:___*____* * * } * } ►A II ;Ia. —sPEciaL LarERRL-v DITCH \ �: _ } } C a SEE JET 41L s WOODS -� 4' ,iF k`iF •iF* 4 EXISTING RMJ. } } O' , 0�,, .�• ********* * ,!****•*********** *** Fes' . - :• } �� JV�♦IPOISC '� —tik '" * *****. * � � MM�** F -•��.a:::aszz:z-:js�>•�z•:::::z:::aszs ss.:a. III 1111111111111 • O1 c �s ucE-In n>PAS%M # i a t■* I7 M* ii � � f: �� i�/i/� .Ar / ♦ 1 L..��AP AS rrra 'raawrt.+liW*• ww.xa,wir�s�-.L•oAVAIoA•I/oIPIPIVoo�VAW4/oa•4/o�/o�.,.M�s.Wt�iyM 41/17 rVw � _ ♦ l o _��:I: *4 w2 141144114444 ,t r.Aswiowi.�wiowri.�Ti.�wA�owioww��t .�I,y�rderretturo irAi R :.1,./.I_MFAX/if%!w/:fAIWIrArir'A i:.r� n O '`J�=� ExKnNCR T�� ,•�, s�f._ - _ - _ sII�`�I�I�I�•��- T T -- /-- _\ O _��0_PL45�tNW CRA%[N WSDI ' / LL F ` �� , / MAPLE CYPRESS RD 32'BST �� I =� SR 1470 L1le N C /..... ---- ----- -- -----------____------_--- 11, i .IP F } GLI x F I IEi V ��'� }0. - . I .1"5.4..4�'4, ECCAVATION T� / •- } } } } O PU�� I PUE PUE •jj } EN0 HDD}OF } U CS PUE T► } } * ,-+\ } } 12'HOPE WATERLINE } } } * * 4 V\ PUE ' ; } } } } BRIDGE Fa](ISTING SN } * * * } } } * * * } CYPRESS SNAP T L. BEGIN HDD OF m\ } * * �J` * 12"HOPE WATERLINE \\\ Es\ * GRA jEXIi1l OamEtA it EN)FROMNIIO * �\ } * * * } * * * * } } } * _ \ • \-- A.39+73 TO 3340+47 AND 42+211 TO CYPRESS SWALi } } } m \\\\ " \` `\ `\ : } FROM -LI STA 943+32.LAY BACK+ 1 JO43 9 73 "BANKMENT AT 1 } A } } * } ` } } } } * } * * } * * } } } p } } O ** ** ** * DENOTES MECHANIZEDNIZED \\\\ • •Pr 1\ \` } * * * * * } } } } } * * * }A * } } } } * } * * * } } * } * } } lr * * * • 9 DENOTES FILL IN \\\\\ 1• ` \`\ 1` } * } * } } } } * } } } } } } } } } } } } } } A + S`o /// / WETLAND ," \\\ .. \\ \\;`` } } } } } } } } * } } } } } } } * * } } } } } } } } o DENOTES EXCAVATION \\\\\ • \• 1. } } 0} } } } } w //�///� IN WETLAND \ ` • RAY M HEATH in • • cc TEMPORARY wkui \\\\'4f . 410 50' 0' 50' 100' 150' \\ FOR -AYE- PROFILE.SEE SHEET ro 1 '''`' \ \ I FOR -U- PROFILE.SEE SHEET 9 \\ +, A PROJECT REFERENCE NO. SHEET NO. \} i Kt!y E p� LS / B-4484 6 m \\ * RAY SHEET NO. \ I * * - ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER \ \ `I. 1 1 } * * * // \ � '. ‘ \ sl,14 \ ‘ * * */ \ \ \ i 1\\\ ` v"yv'�S SPECIAL LATERAL.Siel DITCH \ }'L * DOCUMENT NOT CONSIDERED FINAL \ .• \ '\\ \ "�� END CONSTRUCTION I UNLE38 ALL SIGNATURES COMPLETED \; \ * -OWL- POT S <1/4+37pp ,'!, -!- � SiTE 2 . / D \ RSiti i .• ,. / \ \ �+ } } Min.D. 1.0 H.,,, k', i �`''\ \ ,.,�, I\\ FROM {7-STA.35+20 TO STA 35+50 LT \,�;,. \* i`1 }� FROM -L1-STA 36+50 TO STA 37+21 LT '. NC FIRM LICENSE No:F-0493 .�, A C STANDARD v'DITCH !000 k - \ DETAIL B DETAIL C I, } } SPEC a BITCH STANDARD 'V'DITCn '� .. PERMIT DRAWING II Vi D. y , D tt's „ D \ SHEET 7 OF 15 19 01 �itt4)�. } Mn D- to Ft Min D. 1.0 F. j � I , CP FROM -DWI-STA.10.26 TO STA.14--60 LT -DWI-STA.14+00 RT \ } * FROM -DWI-STA.10+29 TO STA 13+90 RT O /{ BITCH .. \ / SEE DET L B {� z / .'� /AA\ 1 \I\ • * } I * \ HAROLD HARGETi JR & TONYA H.BYRD L. . 0 VM END ,PHALT PA•- -"it �\ \ * * * * CAR% II,HEATH \LL \ * * * * * BEGIN ROCK PLATI.wi-io+....701 Q \ \ \1 * * * * } } * * * * * -Ll- POT STA43+ *+/-}LT * * * * I \ l\ I * * * I * * * * * A * -* SROA * } * I I O /A. 1� , I 1 * f SBG FROM L1-STA.78+69 TO 39+34 LT * * } } O* * * } } * * ` } 1 } } * } } * CYPRESS SWAP41 SPECIAL CUT DITCH p�E , y * }' * } * * } } \ } * } * } * } } }t 8 dEE DETAIL +Q \ } } *p * 0 CO, ` a "fib'\ ` CYPRESS ARP * * } * * BO � 1 I -A„/- i /IiP EIL E _� E 1 E^ E E �_ E - E E� } * * } * P C e i `R ;` •PECIAL LATERAL 'DITC \ .>t' .- •. N * * * * * *^I EASING R/N _2 4.it o,v t•1-°f _ _- r�' .::s a ssss y * I5 F ..si _ - 1 OI �� — I �� 17� ___==s. / r �: il��, �//��, /./,�/� J I- �, �� r \ �1�.ii i�i: i I�i...! J LLJ a —��.lR 71;14 ' 44. ..rrar�rrr� Irr.. �o��i7��7��a17�P/�7a•��7��0 ./,'Ow��L�t�y� sP_ H r�gilhallilliEimmummimmingitv ! !I!1!111 � 1� A/O/ iT!/.reliiZ7111r +/.�4'47 • iVirAW/9IrOlf•t!.'warms: O O • E . 11� �3 i4..�.A.AL.- .� " N. `�O, -� __ I �— ___ } LUl .` . ICU- _= ��`w :� , SR 1tl0 MAPLE CYPRESS �- h n 1fn � �ii. i.✓• �s ,d PUE .. - .. PUE ^rT t t _�.. :� * iN* EPm HDD*OF * * * * } m • r } } 12'MOPE WATERl1NE ,y1 } * A' ` / I\ PUE �: PUE * } *\/Rovq�*}�,ImNG * * } * * * * C-\ * CYPRESS SRAAP n BEGIN $117 - *. �� BRIDGE'```''�JJ`II * } * \.•�� * * * \f * * } * }12•HOPE WA: \ E G ENT.DONH TO �* I } A * I \ Ea. . ON)FRROM ��. 1- �. } * A_ ,` \ . '\\ \-' ,\ } A 39+ 3 40+47 AND 42+21 TO CY- SS Mr * * *•• * * * OA +\ ,', 4 +32. Y CK33 EMBANKMEN44T'�ATA . * I I A A * } m \ OM F M 434 Tei +38 9 * I * *co * * * * DENOTCHANIZED \ \ * * * * * * } * * * * * * A* * . • ENG * / \ * o DENOTES FILL IN \\\\\. \ 1\ `* * * * * * } } * * * } * A I I * * /// / WETLAND . \ \ \ \ * * } * C \\ \\ \\\ * * * * * * * •* I * * } DENOTES EXCAVATION \ \ ' /////j� IN WETLAND \ • w \ RAY W HEATH ID r \ TEMPORARY WORK \ • i 4 PLATFORM \\ , ..'.\ A a r 50' 0' 50' 100' 150' FOR -OWL- PROFILE.SEE SHEET 10 \ \ I FORT -U- PROFILE.SEE SHEET 9 6x k 1 ` P Y. ' PROJECT REFERENCE NO. SHEET NO. n a-4464S 7 00 PAY SHEET NO. N. CFUPama CHANGE ROADWAY DESIGN HYDRAULICS N y. T . (Not to Stolid //7.... (RN ENGINEER ENGINEER ��.v.--�=. a a.. D A> 1 Wit. 0 . -,- ; GROPE%IIEE e Min.D_ 1.5 Ft Bat.�,��i'' �� Ma.d_ 1.5 Ft. ['� � �S `.," '� Type of Liner=Class"I"Granite Rip RPP b_ 5.0 to 12.0 Ft. / ,,`%'//�� FROM �1-STA.48+80 TO STA.50+50 LT EST.CLASS'I'T.DDE RIP RAP_ 106 TONS Sl1lI ' 2 ,Ars `5/ 411.411r EST.GEOTE%TILE= 234 SY •f EST.DDE t20 n UN UNLESS ADOCUMENT L NOT CONSIDEREDSIGNA'U COMPLETED Ir TiOrj rAr Ai# LIIDA B.RICKEEL,ET AL RSsif NC FIRM LICENSE No:F-0493 I 1 1 . ,..IT'1n11 i n" i IT INSET A NO PERMIT DRAWING N. I HAROLD HARGETT JR & TONYA H.BYRD SHEET 8 OF 15 0 N. LCI END TIP PROJECT B-4484 —Ll— POC STA. 54+00.00 HAROLD HARGETT JR & TONYA H.MO 0 N.. END •. K P ATING N. -LI- POCLL((��STA.53+00 f/- LT/Rf J 7 3 * * * * I .fir * * * } * } } * * * } } } } } } * } } END CONSTRUCTION B-4484 * * } } A } * I } * le it } * * } I * } —L1— POC STA.54+90.53 * * } } } &'* * A A * * * * } 'END*.t It` _ A. /+AI19ANKII N // I SPECIAL DETAIL HW \ rNiN CYPRESS$WA SEE DETAIL ON 2D�-1J-*_-I * }I{ +iz- L A A, A At Nk * } • } A A * ALL SCOOR CHANNEL CHANGE / �I Q WITH APPROX.22 TONS Of SEE DETAIL D {{ J } �y * * * _-___��/ AI K0005 Q *CLAS5'Y GRANITE!IP RAP* *PROPOSED C EANNEC * * * / \ WOODS 7"` + A } COLLAR AND EXTEND SLOPE_0.70% // /. - CO DUAL 84'CMP * * * * } • i�.. * LAtRESS 411AW* * * * \ __A -* - f t 1 4/ A } * * *I d' * } } '* SEE OLLAR*DETAIL*ON / / / - .' ="ate r« * } * * : 1 .,, i T E. J •••• t' .iva 4yI?=rr. i� '%/-i� v�e.s � �, .�. -. -.-_T ^r T T .8 .. $ / i. ��., ism///tr _ • ---- _ �7 ,wit , ;Y..0;Ir:.-vsr II./.r``A.dr.--�_y,�_ i•.�� ' A �- �� - 5R 1470 uAPLE CYPRESS RD 22'BSt� --__-- �-��- so �_iri-aft•i� _�� _� ---'® E%ISiPIG e/M LiJ �! - alanil Tr�.�Af_i 7rT-. __ _ \X\.\ .RDY K.HEATH H ram..- E � yfifr"� 7 /ice \.. B li = I ky * * * * * } } * * * CYPRESS SWAM } } y� \r\\ \ .v.\''. I _ - .. ... IS©OD in o CYPRESS S5L A • * } } * * *1 1_ 1 a. 1 = LPTIN * * * * } } * 1 \ + * * * * y *). * * i * } } * L/- A + +/ * * } } * } * 11 ^ s3s3rez5"WCO * * } I E' XFST.B PIP $'CLEAR SPA* GUARDR�iIL S CTION } } * * * \ \ C * * * * } * * I * O; * * A * * I * RETyN AMID SUPANE DIAL R4"CtnP / • \ \ 1. �//1/%/. DENOTES TEMPORARY c •* R* •• » • DENOT• CLEA CLEARING MECHANIZED FILL IN WETLAND \ \ titiA� o // DENOTES EXCAVATION \ \ WO :4/ IN WETLAND HAROLD HARGETT JR & TONYA H.BYRD DENOTES FILL IN `\ \\ , • « // WETLAND l,� 0. \ 50' 0' 50' 100' 150' V ■ ■ .•— LY� IN FOR -[J- PROFILE.SEE SHEET 9 D. ' PROJECT REFERENCE NO. SHEET NO. 00 N. PETAIL D r ed-4�4 EET NO. 7 CHANNEL CHANGE ROADWAY DESIGN HYDRAULICS Not to Scale) ENGINEER ENGINEER \ T © Pro*... Ground �Oo `. . HII SIup. 7/1 t. �� oeorFxnLL a Min.D= 1.5 Ft. �.Channer vainly .I l TIPS) �_ ��,' ��r Max.8. t.5 R. 74gfir rvw , B= 8.0 H. i��,`�r'�''/ Type of Uner°Chu"I"Granite Rip RaP 6= 5.0 to 12.0 N. � `�.,1,'/.�- FROM -LI-STA.48+80 70 STA.50+50 LT � .'.,1��__� EST.CUSS"I"GRANITE EST.GEOTEXTILE P 234 Sy �TONS '' Mw',.�,�, _ EST.DDE= 120 CY SITE 2 DOCUMENT NOT ED FINAL UNLESS ALL SIGNATURES COMPLETED it ' i..14111'1411i:+ir�^ • \`+/ate I • -_A. RS611 �� I ,��_•` :-—y _ LEA B.YC[EEL.E i AL -.'_ I NC FIRM LICENSE No:F-0493 1 I I ..1awr.,rVVJ • V IIT- INSET A \ O PERMIT DRAWING N. I HAROLD HARGE T T JR & TONYA H.BYRO SHEET 9 OF 15 END TIP PROJECT B-4484 N. trl LCI -L1- POC STA. 54+00.00 HAROLD XARGETT JR & TONYA H.BYRD 0 Ns in END ROCK PLATING o \ -LI- POC STA53+00 +/- LT/RT �Y R A A A A * I END .ONSTRUCTION B-4484 A * A * * * A ) ( joy -L - •'!C STA.54+90.53, A A A A A A + A A A A A A * A * A \�� A A A A A A A A ) L A A A SPECIAL DETAIL HW SEND AROCIt EI ANKIIENT II - I '" CYPRESS swe -LI- PO STA50+H h/ L* A A A / �G A 1 -'\ SEE DETAIL ML 2D� A A A A FILL LR SCOiSR HOLi A A A 0 WRH APPROX.22 TONS OF CHANNEL CHANGE - A —� SEE DETAIL D' / 0 A CLASS"I"GyiNITE TP RAP* SEE DETAILSED Dc Aty4E, A A A-F A A COLLAR AND EXTEND SLQREm0.71 r, / j. A A A\�- ��L A DUAL Be CMPR*D ♦ - "E55'4's / � '� , X (Cv.......„........._=_______:, A A CO A A A /A DU L B ARADETgIL�N A A A A ��/ - — N 111,,,AefrirWtripirefil IV.ir \41er a A A A A !i * A /j ,/ .. ��'c---*--}-- 6. .a-i 10 • IIA.14.4:T.,-d _ t v�-L»----- ,..—�.'Ti�w9w4,RT. 1i iTF�a ... N _-11W - $R 1 5 RD 22 T MAPLE CYp --1 Im mem W !� �o►+e_t_- z. 3"." 1 'er =Y� N _/_ \KN� J'"'r. .. N. 1 7T £��..�7�7"--08L.. E U � �. JIDY K.HEATH lig a ` A A A A... A \ \ / o gi U ./..-- \z A A \ A n '/)` � A A -.A .�A A A A A s$weLIP 1 MOODS \\\ \ - - - .' a F- A A I �.) A A A A A A A A I � �r - 20•- E c}PREssASweup 5 A A A A ` A .� - - 1 '�Ac�� A A A A A A I -,1 O. A A #-. A A A A A A A .,\ I A A r 13EG/N RDGK PLATINGT A A A A A A A 111 A A *Ll- STA 50+50 +/- RT A 11 5 32'51'25"W A A A A A A A A A A \ 77.87 U E 'C AR iSPAID GUAi4DR,VL SLCT/ON 7 1\) \ / rn A A * A A A F' XI 'l A A A A A A' A A >\, c yy } A A \ • n A A A A A A A RETryN AMR SLIPAt4E DIAL 84",,MP \ • s ** ** ** * DENOTES MECHANIZED /�/%/ DENOTES TEMPORARY \ 4L E * * * CLEARING FILL IN WETLAND ;'o-A �f DENOTES EXCAVATION \ \ `® jj`/////j IN WETLAND /./A .\ \ �" HAROLD HARGETT JR & iONYA H.9YRD /��/ DENOTES FILL IN \ >'� WETLAND \ °z 273,1 50' 0' 50' 100' 150' Q4 v N?'M FOR -LI- PROFILE.SEE SHEET 9 ar„ I C0 +�L I 1 1 I._ -�«• t._ •♦:■N■-■r— ' tt+--F+�-�-' __j } _'. 'r' ._ PROJECT8 REFERE4 ENCE NO. SHEET8 NO. P _ � +-_ - • 1 IV I LI ; `.I +F.t.x..'TRUCTURE •_.. ROADW Y DE�GN HYDRAULICS W I - - � S HYDRAULIC DAT A M .. r , ■ ENGINEER ENGINEER 1 I ,DRAINAGE AREA - 3.950 SO.UI.t-::- r uu• �1Mw ni ■ • r^_J • DESIGN DISCHARGE _ /9400 CFS • u— ■ : un NI ur ■ , r : r ::: { 1 ■:i..m.•.: -- = DESIGN FREQUENCY = 2 YRS -1 _' 1 E�� 11-11 -x Ginn n� _` t- ®ii:::::su• ■-DESIGN HW ELEVATION = 132 FT t - BASE DISCHARGE - 70,000 CFS 1 .■■■■•-ri wows . n i r t v { M FRE EVATYRS ;■.N "-■■ ' Mown ■—■rill,. � BASE OU 100 ■■■: in E O ■-BASE MN ELEVATION = 233 FT • 1"i::■sus ••.... • •• Imo •, I 17 1 , I :_OVERTOPPING DISCHARGE - 22400 CFS :_ .�,r , 4_ • SHEET 10 .• F 15 r - OVERTOPPING ELEVATION = /3.8 FT ALLSIGNATURESCOMPLETED - r-- • .1!EMI YRS E..__ DOCUMENT NOT CONSIDERED FINAL 11 ,. �. -■: ..- � _ "■ 'a: 1 •■■ �1i1�; OVERTOPPING FREQUENCY= 2# -I .. ■ ■■ ■ C■-ii••iiw■ m■ ■ ■. ■ 50 : _.+�. 50 • :r + _.tea 1 ::1 y ■ - j -- NC FI:I.ICENSE No:F-0493 :-_. ■ :�nn. _r $. =n •■ ■ BEGIN BRIDGE }- i:■u riMi uNIM• m:• ' .. NI ■ w-.■:u:: .1 NI • ■■ , :--■ • _- . . In... - PI= I8+401b a -LI- STA.22f05A0 i.} _ 9.= EL 2/62 1■1� ''. ! ::.; :. : :i i ..;_. 11:- VC - 28O'• ;4r,.r"- ■■ ■ ' •, l ;+ BEGIN PROPOSED GRADE K = 27I --- ! _ ----- r■•r - - PROF0SE0_. _-_ 30 :: . -LI- STA.I7+0O.00 RADE 30 p __ _ ' - . .... "' rgrOPIIIIIIIII4A111.1..:::: -- 1■■ • null -. :..,� - +: - ' -: ... _ -_ ,+T_ - II. ■ F:FF NII _:_i■oii-•1Iuri 1i11111 1_ ..` �•= •�■■. . . f • �.,-,7. ritC�i�■�• ; _.NJ.ri■=i —riI EXCAVATION ••L 20 20 •■ w �'_ t-+._',:-..+..-. ■ IMN u = -_�..- 11_S.i-;-..„: -1 -_ n ... '_t- TL MP�•ARV IATh �.. ` 'll' RIPP■•••• TO ELEV. C3 •:.ir. ._ �r ..-■�nwrr■n■ -� mons^- . ._. ..MM_... �.. •:` • NI *,,. -'.ASS; I 'R.•n■•••.r....- PROPOSED 1■:_. 1' ••�iwe■ r•- PLATF•- i �i• •mow■++' 'y —wNI••ri•NI• _... f ■i•uN•— w.•—•—■ a __ . ..-- �' '� ♦ �r .Ppg��T I/ __. - _, ` �••—••._-._ - _... l. n•—••■_ ■roll■•__. I� •.. ►l. �••♦ . � AL.r' .4.'G6d4._.�."i nw+.*-S�,,A•-♦--®-♦ • 4'r::�-•. •-■ -t nww:i:nx--•■--xn ■ - t^.ui.�n- w n■n■ nr ■•_ -. . n■n•. •• n ■■ , r�� I ii _ m000nn nr ...moo No n• ., i ,.:::: NI �w moo ..-�—_..._.. '- .. NCDOT GPS (84484-11 I`. iglu w• -::`�'- sMwIIIIE?MIE u —.■ r--- ............. a -. +•�::: .-F ==-t` l *'" :• :.. riri�• u ••� -ri�' n -•nn■wi:n —:■ ' r •n ►l••�nri:- • 0 •• • ■ ' '' ~ N ,� :..+• :�■� INI -� •-.�: - - •105.1101...., w■■N.i_ • , Y:r,L Mini` ,:x. 0 1 ■;• U STA 19+6/D3 f2A42 RT! ;■■ • HOPE 1 -• •• = ' ■ : •• P /2 f�DO .. ►1w�r, WORK PLATFORM •• ■ nn�r ■ 242/6' - ■ : Iid�EL • ■ ■r .� • - + _ STf�EAMBED FOR -LI- ALIGNMENT,S T SUMARY u••wNI NI ■. { -10 MIME�#I Wi'E9Iy R6 -IMPACT CiC:C 11;_ --"r i-. ■ ■ e EE SHEET 4 -10 _ 1 , I I I 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 L ii PI 25 40A0 h. ' I 1 I r■-■ : r ,_ EL 4566 , ■■■ ■ ■■ r. ;e ■■ ■� VC = 1J20 { _ i ii=i ' ■ ■■ 11_ 1 _ '1 li j 1111 . ::1 :�: ::11� ::111 50 i; li',, _ /62 + _ ( 111f 1 LiI. 50 . • END BRIDGE ;;1 ■ •w ■INIIIII K, -U- STA28+06m « : =_�_I•r=: 11 `� _ 1. I, • w :1E'i■NI■1 1 1-1 53; ELEV.- 3369..... f 1 i •.NI �_' ::::�::: :::: ■; 1i 111::1�■::l1ail: _t .. 111Cl. _ _- : -'f��+�-� us . MMMMMM mums lir • 1110■ 04* 30 30 ; a. 111 1 �I:::w.-E- I •-iw:. -_-i�_.�_. ._ _ • ■r�i•••�': ■11 GRADE Mil '4 Mili VC = 630 �I.. MINIM EIu:_ 'rill-•—•NINI •■ rill I E ••nnM ■.2 -'-r ■In • n■■ ■■•nr-• K = 138 n■1 r.- r : : NIn m ::_ ■RRI ■ on •••NI■�NINI ■'�-■ ■•■M-I n-�u=••o;:i ■uNI • r ri •■ 1■ wnx•-•w•••r••n ■INIrNII■ 111111111111_ ;■■NI �- I�_E - m : i { ■-i: ... I-I tT r NI:M- :: =r, '_ nRn ::rim:: 20 Q. u• • uw. u• E 20 ■ 11 1111 uuu u•—u ■ 11 1111 ` awn NI: , '� C■i i 'ror:in 'u':•-i::■ _- ,/ ... ••N,! :.. i _,-: ; I -; I ': �: -•i1�•i • -i NIun�NI�:: i�a' I INIrdiplailri 3► � ...,-.2.........� •Ili. ��4�� a i.n.- -. .- rxnnn_ `:I-NI■:1■��NI�. (+1LLX7807� ■i NIn 10 _ NWS EL- 1 �' , - r.■1111 11r■ 0,"01' -+-� ___-iit-, ,, I_�i1_ �' DOOR SURVEY+�. t i I.*-+.. :. `_- , �— _ - -- - — rmill 0 0 I '' "';_111.1-1 ':'.,, ,;< _. _' TEMPORARY WORK E,YISTrNG 1�i•111MEM■ 111=1• ' Mimi Y .1::■ ■ 0 o % I � ! MMMMM NZATFORAI { C OUAdO ■■� : : :wall ,. 1i1■�11 -me D -10 �. -.- writ -NIu -__ - :� • ;--�'i:C■Ey .. un� iZ _ 5 _i. 1 4-.4-4' :� :,. _.,_., •+, _ ,_t l ■�•i•• --L�T - ... _ it■lam i�� 1.1 n 1 w . 1 ` :11 -� r—r: +--a i �� -. .-_.._.__-_ -__ [. __ _...-. _. - 1 - ____ _ __ l -�u�•�w _._ _� :::::I _ _ 4-t�■ • MI 20 �w , . TEM , PROP 12'HOPE HOD +, -20 iii u '� PORARY IVJORK PLATFORM lc"(M/NJ B�`LOW ( _ , ::: „_z SFj ■ 1 E NOTE OK WETLAND- IMPACT StJ R ARY TREAMBE� T ��-_; `' +t 1 FOR -U- ALIGNMENT.SEE SHEET 5 �-` 111 Ilim,. 24 25 26 27 28 29 30 31 32 33 34 35 alli m . r- ■7r#En.Nir i- - , y- �� =i:: rm:wprrr•w■■rpr. ... ....�:p••Nnwr■■nrl ■■ _..... i_-.. _.. _, +..� r, .i. ! 1 -._ —• T— rr O. 1 r■■■ w/wN w/■ rp t {_-■r:.-.-.- PROJECTB REFERENCE NO. SHEET N ■■ ■ mmmN :: r1: rNm■ : N/:wrml�rwr B-4484 9 (V __.Flf_ -,�_—} rpr■■ ::•UN■w•r:m•m _ :/ __ —■■Np■N.NI LEFT - ■/.■ rx■NN■ •■NpN■N. _ fir/ w•N _ _Ell - ON ~.■ N STRUCTURE / HYDRAULIC /. y .3� ■� ROADWAY DESIGN HYDRAULICS 11 —{ t ■ _, ■. ?•' _.. ,-'- .. JTRUI.TV RE !I/DRrI/LIl. DATA -.. �/ -!- r, �_..:;/r �N -# _'=1 r•--■; "-1- !ca ■ 4 ENGINEER ENGINEER 1 1 N ■ ■ DESIGN DISCHARGE DRAINAGE AREA _ /9400 3.950 CFSF. ZI• mm.p�M:: ■:.� /■:::=' N I r ■ _ ■> �■rTii •:� :m ale . e9pEE'e'e 1 i ; �1+ .momitiN a +- . , {.; . . ': IrnN•:Nr•::• • :.. _DESIGN NW ELEVATION = 132 FT :� PERMIT DRAWING ".+ •::.:• E _ BASE DISCHARGE 70oQo CFS C:... mm •• n/. ,_, 50 III t: rN■mmr .mr r ;.p.. •w: r= DESIGN FREQUENCY 2 YRS ' p; on m.: : N�NNrN.::•� ::=N: . ::;; ::1E . r:: SHEET 11 OF 15 hoer - ■■ , BASE FREQUENCY r00 YRS ■ ■■ ■■1 • �■=.�. :r ■ n:1n::••m •• ■i OVERTOPPING DISCHARGE = 22,400 CFS N■ rp ■rm■; ...�4 + 4 _ m ■ , ` sou. T{ NII NI = � • 40 �iiiw■.IN• i:irR■x. nm;;�;; OVERTOPPING EFREQUENCY LEVATION = l36 YRS N ■n pi . r EL -m2/96 AO r{_ _ :n 111 DOCUMENT NOT CONSIDERED FINAL ■■■wN NN■ N rr�■ _ - •pm.N N ■ r' VC = 320 w■■w E - ---1-- -----uy + ,,.; r . ■r_{- UNLESS ALL SIGNATURES COMPLETED 1 . iMMMMM I. ■ • K ,54 a ,• 1 :t mTir• •mi inn bur. •■ • ,, ._ r ■ _[ END BRIDGE =•:w : = r ■ u `:• . - m::•Qi�r ::wZ• rim_i 1N Rl -LI- STA43+45D0 nii�•.;ir=�N${ . mug T rmN N . !gig ., :r ■: I - N....' • 47 30 • .::-..,.....10,- Nm mrr■N■/■ ■ ■ 30 F..�•...J r;;;lt; BEG B DGE • ELEV. 20.68' MNm■M N■■ NN■■■■ I I I I I I - T - NC FIRM LIC NSE No:F-0493 -LI- STA39+45IO0 _ ■ -_N i . :::ri:•i■■■■ N _ -m:_ aS■: N ::•■: :::.. ELEV._ /875' •+rr .mp:. : N I ■■ :■■■■.y..rm PRO I"• a P=E:C:. ...�■ :: NNN ,..... - ....i..,. _ • t -.. N■■wamp x■ ■ N;m■ ,o::o:N: ••: ( ■ I1 20 :. . .. ■ ■Nmr u 7 (4,--Ndo% -a099nz .... . . •■ GRADE ..r. �■■ 20 mmtlpw Nm mwN■r -- -- 11 a :; ■ E L• :// ::: ::::1'..inrBIIIMIC:•:: r ---:MMrNr.. ■ n:Mm :Al irompmri / •• i:r•:ilip; ■ rrw■N � mru■ 11 ::■■:�■■�.. ■. rNr. ■ ■/■.r■m■■/len•••■rrp■w■.. - — - -�--- !minim :■:■rNN.3� r�muumN■rw ..■..rp. 1 ./■_'�• :�•ri:•: :• •::::w••••ioi •::::nm 10 n■ wN■uE■NxN ■up■/I■ w■ >NI■uNN..._ —•- No.■.. N. ■/■�r�/■N■u1u ■ /pN r■ NM NMpNN■ ■►�■.� . Err■.�r/ -�Nm•: ■•r: rr .- 10 -' ■:=:rr- wCiia/'l�i':kr- 'Ad .07 �3 Irr rw/N■u::iZ�C ��: T ►`? ®� u■mmmmm T s r e'�. DATE OF SURVEY: .:. t_,ai_".:•■�:� n i= III nap ■ a::�■=:: ■ ■:_:::: . on NNrwr�w mr ►NL■■`` Nn.N �.�r:,iN: !. \C: i I��V>. ��'��i.--•��®� +�+��.a��'��.� _ ::: ■nn■rwr�l:..rmw■\�/q • mrp." �■ �:. ,\'/ \�Nprrmmeg • , • ■ mmEms :Nwr�m:li■mmnjre� •;arNiiicc�u: a-� rw'�.•n._p _ mN■r■m--!, l i m nw Er4. I ■ 1 rm c' m p►m ' p I O.Y1 1Ir■■■r■rr. Jr: :[C>;\��:;N N ■..KEY IN BE CLASS _. m' . BELOW ELE, . ::: o N■■■rw■..ifir.moik III:- 1 E w I In 9 •f I. rr 0 r I,}� II .rr�MN .�•;_/Nr■■ _ ■HrN■NN■/-. ILS. :::n 7:71Ca m■■�;• limn N:NBUINNVILV.MOMMIONOINS :. 1 „"'�11::_li_ C�C212,t , rilSi: 11 ',MO 1ior0 : _..i 116.1:o w■■ Nm ■ :n n:ii...•EE:::E: _ ,: , _,,� :E nn''E�,.i�p■�r' :_C:: ::N:N■�i::'.mE=■:.;. I mu . E:::•••on. ■■IN: :. ■::n •::�: -,•..L, :N w■p ■■;■ ; ''IY..E•A1■rtl oJr■rY.�{,,I.�Nr.1*-1..`": rAi�:�.MJP E•:� ::� :p PROPOSED DO'„ ••N II��,■■■�l�prN•p1 • :::N■::m n—r .:::: .r: .:NrN■Nw il. II/S ■ pm •A_.■mY3 JN L, .J N Nm r.EXCAVATION TO .i Ea iii■Ti:N�r : IMF MU ■ ■r pm ■ —10 -to —,:`. ' III•.7:■ :p. 75111II7 ;�1:;N■[-IN ijob Ml Urr 1 mm� ■:ra/. iii .� .. .w .... I: .:_ ( (M/KJ BE.OW -_mww■■� - mm tlm 11m1 1e- , tea. r : 1:.: �a T '-r' 1 III,r'1:■rN mrl„f�.L � ■' .Y■.•�m . . ...:.p.�� , '- 6 "•TC'fr BE 0 :1: 1 -_---------.__. ------ , --- . .N:Q1: : p1pN. r-ri mNU._ iri TEMPORARY WORK PLATFO' ■■■■ ■■■■_ :••::- 20 1 TEMPORARY WORK 1i11__ `LA 0 M OIL- SEE NOTE ON WETDG p I PACT SU/iMARY ;11' nl.:. i` - ----- _ {FOR -LI- ALIGNMENT.SEE SHEET 6 -30 -30 ,: I • _rr 35 36 37 38 39 40 41 42 43 44 45 46 47 48 . r • ■:- -�- - -- I 11 -- - 1 — . a 111 l 1 1 { + H:t _} j END PRISED GRADE • { ,t li I- , . : 1- ; , BEGIN MILL AND ERLAY _-+; - ,-- _� r.f ELEV S r6/2tr- 40 40 — --a I{I-I-' • , : tow 1. ! P/ 49t9000 1---- _ +- - - III ::n�:::r: I 1 • _ 11 v EL H33 +- 30 1: 30 t D MILL AND QVE II/N�111 lump. r �. END sra54 SooO •L` m VC l� _ ELEV.= 1658' 1 , :::n:•o: w , t K = 139 }.. -r.- i' - - - J EmxwuN�' , _ _ ______ _ �� I_ ROPED - ! --1 ?++}J 1 • • • • •• tono • • _ 2 E GRADE _ _ ' Irr•--:11 7. — i t-�b99TlX tX 4 .' : — f +a----,- ■■C j 1 _1 10 10 rt r FX/STING _ r .--� 1, _ .� _ t— CD r - GRJUN 1 ■' �1 mp- r , - t : E 1 V, gym■ � �. # K 0 s - .— - - CULVERT HYDRAULIC DATA 0 #ii\___ m I- DESIGN DISCHARGE r9,40O •CF„ - - _ ■ _ +-- -it EXISTING DUA DESIGN L-till DESIGN HIV FREQUENCY ELEVATION = l32 FT �, . ' 1 • - it ;■' c - 1 0.000 C _ r - } BASE DISCHARGE = 7 F i r - 0 5 10 1 ' l� BASE FREQUENCY - /00 YRS1 I : # i' ELEVATION 233 + F' t , w # BASE HW AT/ N - FT - • _.. - 1, {`- _ _ - -_. -It I' _. - -- -Ul I T l _- OVERTOPPING DISCHARGE 22400 CFS . 1- -+ 1-h}-__� -t i I 1' -- _ ,= I _ _ C —20 '—,-- I" fd -2O _' OVERTOPPING FREQUENCY 2+ YRS + .. .1 _ w # - 1 • OVERTOPPING ELEVATION = r3.8 FT - m. �, I _1 o=z .1_,- ,I rt l� I_ 1, I I -LI- ALIGNMENT,SEE SHEET T s=ff� ti°v -30 II { i 51J11, -30 a� 49 50 51 52 53 54 55 56 57 58 �� 48 ___. • B-4984 10 _.—.. -__- -._-- ■r, _ . .. + .....-._ , 1 I ' - " f .., a4—_.,.. 1 r.__ ... __ ,_ _41- - i x -., ; PROJECT REFERENCE NO. SHEET NO. thitt f' , ALEFT DITCH ll I laaa el -., _ .. :1 -.. —Di , .�.Y f-: -.I .. _..: _.. _ - ROADWAY DESIGN HYDRAULICS ti-I } -j + - II ---_t.� _-- : ENGINEER ENGINEER - RIGHT DITCH • _ : i:i� :u::: . _--NOTE: DITCH VP/TRIANGLE is I� 50 L ',! t ■_,{. i Gii: ,-, _ 'i MARKERS TURNED 1� •� ; 1 in•:w ■oq ;■■ w;■;w w wma x ■ t I + j'f.. l��$1 BEGIN GRADE ' �' j-r ! : ■, 111111111111 x■Gi " y DOCUMENT NOT CONSIDERED FINAL r _.' __ ■ w--f-- i:.:w■■ ■=:; 1e■ -I + � UNLESS ALLSIGNATURES COMPLETED ,; •NMI ■ ■i w■ww■ ■ ■ q■ I — :: i !,_U...:e■l rq■ ■ w■■■q rieee::::=•+ t I NATURE ::::::� ::::sue::ten 4_ s::::•— ::1:rV�::1� PERMIT DRAWING z:- 30 END GRADE ■Nw■w ■..mom. iG=' ' 30 . „ w=;;_;;;■_�;w_N.;�,: _ _ ___ SHEET 12 pO F�1 15 ■■ �= ; • _-.._ ELEV.- 1I.59� _ - '... �\ = .■ -_._, ■:0■ ■:::■::■ll: N■N ■I�■I�:■i: -' • ■■••••■ -I NC■■ff LICENSE No:F-0493 eaw_■Nw ■ w■wq■ ■ PROPOSED OWI--.lo./4+3700 ■ ■■ ■ n■:■ w • ■ on::N ■ wiiN iwi■ iUU ■ ww� •ww:i■•�i= � r , ■■w■w: mows il: hill .�. ww ��■ ��■� �■ uw��uN ■ww■ 20 , , -a. wu•1:■■ems wlw = -GR.'- q■ S •t = I�w•:u GG=Z�:::ee■iGTi■�wu•■e ■e•■eUi� medirgunio=:ie:■ 20 ss=:sssmai iQs90i _ si Li - wss s s is i :saiisi:ipps ass as: ss :� ees i i s:e :is:� 9 �. .■■1�g■■■■■9! 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I ' es: FJs i� ■��a�.1�N...:, a .rq L,t.glTd.. D_.= a.■r.■r.reseL'. ■.Ti r�■I�■ �i91 11 -10 e: 6-.:0: .■'�i i'si {h 7 n■■.1-, �i.".'3e." ' ,.. F,m l a I w\�;�;.�■ ■� ■ e• ■'�i li■.q■ . ! ! 1 I : 1111 Ills 11 , T ■►Pl a s ■■-]Y7q■�V -r..■ill■.,7■t: w ry .4 ■■`pp 1Y■\\■WI■■■L. JI�:�1 4g:t:l■ti■ M r ■■■ww■■■■:ql - -' _-t • - -' _ ■.. ju A�7f7••'��■� �;nllOi■. :R 1,'.,�1.■■■•�■■:l'Iw�\i ~J IJNA -Y1y 1ti l\llY�■ ',■I"r '..J■■;/_i��►t �1�,�� 1_... - -I. -___. - __I:' s ■N■■i■■■■■■iiN: i. �,,��, N■■ _2 0 r I: ', , 11 1 ! ..r • ■■ 111o••e.lje,! 1 .:" N■Il7N� w a:1�_ 3�r {. :•111 G■i■Ti!Nr ••• .L +t J ,: :i■uuir n:i•i •• ,' ;'' �■r, o. . S'!'•�:..■.'*. .• L .t' * i=■a�swA—:ewi�:a■n. ,Pa ...=w■ ■ +__, _ -i 1 -20 +1 a •:; _`.._ __"'r nN: _ ••sSw• i■■ywwN� • ::Ceei: •• k -— { 77. •U_' 1 i 1,. -_Z,-: Gee+ 11: u � ■=w■■ OW . ■ ■w•••••• w■■w -ram- 1 _ -- -30 .. 'Al■ . ■ . -4• i _ . � i�l�i ■ ■■ r ,_ FOR -an- AUGNMENT.SEE SHEET 6 -30 f' ti j- ,_ I 10 11 12 13 14 15 jj;Lji f. r. , 1 ; 1 f f I -f i - , r I I - + 1 j ' 11 I f ' . _ I_ { LA] 1 I _ +, - i 1' I1 rn ... �. -17 L : :I � i 1 v _ _. t, -- fi 1 t� I�C �� T- 1 '. I � L r"� T LI + , :; _ , , z fit;: , I!. :. t t+#I, I{ '7"--j".. --_,.::1 -:-..-.1111:111.- _r. Y , +_.. + i - I 1�T rr; W _r . Y _ I y} _ N m I - 0 5 10 PROJ.REFERENCE NO. SHEET NO. N L; 60 50 40 30 20'` iD 0 10 1, �Tr B-4484 X 1 { �7 1 ._ 150 140 1 0 120 1 0 1 -11 ' T ',' j 1 1_1 , 20 30 40 90 t ' 100 9C� ®0 7� 60 70 BO 90 100 1'0 120 130 140 150. ] A-- , { _t ; r 11 111 l 111A »_ = Lj PERMIT D R A -- t 1—'I. r1 — SHEET 13 OF 15 1 { I 1- 1 1 r I i_ .: : . ,..,..:., , . , ,. i _ ,_____„:, ., _,____ . ,-_-__ I, _..,_ = 1 _ : _ _. � ' „ WETLAND BOJNDARYI -- , - 1 _ - 1 , I i r , I. = ,�_ y - - � 1 i-, 11-1 —1 ,. 1 /n WETLAND BOUNDARY ro 1 _ n ,*1': 40+ 00 n lii 1 j1. _ - a S �JJ I - _ 1— _ 00�5 �. ?n �I i f- I - 0025 WETLAND , _ 1 { t1i 1-: I _ 1 1 � Ja: II 6 39+t000 n y_ { — a f 11 I = t . _ { 1 1 — { ' { `_- �1 12:1 +{ t I'_ 1 WETLAND BOUNDARY + _ -- - i { : l I.:. I o.on 0.020 ,-� �- { _ I _t , _*. . . "---...__,,, ...ft {' 1- i ■ L _ — — — __' _ `� ::� 1 T l I m II{ - 1 1I 11 1 , T� + 7 0.027 3n n j, 1I WET ND B 1 LA OU, DARY _ � -a _� 1_: �j " li I I-:1 1 :« Pn ' 7s.75 1 r��_ WETLAND BQUPIDARY pn r Itil: j :1: :t aL I 1 n 1 1 ,1 - _ 1 + Ji w m : _ l Iit _i in {' , • ice_; I — 21 +00.00 _ _fa , r - - _ ww v{, i —. : � - - - - - - - - - - - _{ 1-1 NA Ow �_ ' BO 70 60 50 ' 40 30 ' 20 �10 0 1D 20 30 40 50 60 70 BOI��1 90 100 , n:Qa 190', 140 • 1 0 120 1 0 100 90, 1"0 1i0 '' l30 1�0 1�0 1 21-JUN-2y019 15:45 S:t\sHgtFYIo \ ER ITS_Enwr onnen tal\Drawings\B4484_Hyd prm_xsc_13.dgn 6/73/16 ■ tr ^ ■ umus■uu T moms .I is I f./1 I I s ` ' ■: I I I r {:_ I I II m .i 1 ■■;: I iu . ur. I I I u ■ r 1 1 t r,_ I I mums r= 1 1 I — 1 i _ 4 1 I1-1 - II I u UM ] mi�uuE il.u■W11uoluu F .s- I 1F1NMI :.:: I � I I I PI zunalluimi , le 1 him . ::■' •111 II II I Z II I II- N I T Lam. 1• ,■ _ sT :.. W :�' -= I� •■ ~■nI I OIillwIq ■ IC -41 wu't I ... I 0 _ : uI 8- ii..1. I :SEW 7/1•••• : IIII u ■ • 111.1111:: 1111- mu Uii 'UUhi_ IN .. I .._,_ ....1....1 .. A _ iUMii :.. ... , 11 0 ii,--.. , 0 ,,,,k , , , . . , ', i ..., i .111 111 OM 40 • /11 1 D Q 0 1111 IMO • II li\III] 4. • • • • • •T gm ma III ■:�_ :•u:■umum ■ • ill ■ I v r_r_ 4 1._ i u. 1 •■■nmuu -4. - ; 1 1 u. I .. 1 WuEW MIIII EUH 11111 • co _ __ .._ II C _:, ,rm. II CI t1 • -<I . 02 II: Enos _. : TT 11- ■ u■u I , EA I II m I ■ ni '1111 ■■u: I :� I ■ ••W u 1___..... 11111 cnrn ' rn o iiii or 1 1 WO I J o I C ma W■Ou uY m- ■ u ■■ uw 0 _- T. _ . 1 ■ _ ■ Ii ■� ■■Y Inn EWE 0 U1 T-_ - —'j I 1 • mm millE v ■■umI 11111 ■Wui■I --< {1 :uu .............. uu o� � p I • O7 p 1 ••:I El : Ul 0�'11 u O - I u_I :' U' � o aT r 1 _ Z I 'I- I 1 tun _ - O I I ■uu _ I 1 I 4 1 • 1 -17 ^ 0 'T" - L O PA I III ♦ _ - - I 1� iW■ _T 1 I mamma ■ WETLAND AND SURACE WATER IMPACTS SUMMARY _ WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L1- 17+85 RT Exist. 12" CMP Removal _ < 0.01 1 -L1- 19+41 LT Rip Rap Outlets < 0.01 < 0.01 1 -L1- 20+50 RT Rip Rap Outlet < 0.01 < 0.01 1 -L1-20+62 to 22+28 LT Ret Wall/ Fill /Work Platform 0.07 0.19 1 -L1-27+85 to 32+70 LT Ret Wall / Fill /Work Platform 0.36 0.10 1 -L1- 29+73 RT Rip Rap Outlet < 0.01 2 -L1- 39+17 LT Roadway Fill Slope 0.03 _ 2 -L1- 39+62 RT Roadway Cut Slope < 0.01 2 -L1- 39+71 to 40+45 RT Roadway Cut Slope 0.04 2 -L1- 39+00 to 43+32 Proposed Bridge/Work Platform F 0.82 2 -L1-42+26 to 43+32 RT Roadway Cut Slope 0.07 2 -L1-43+32 to 51+32 LT Proposed Roadway/Fill Slope 0.61 0.08 2 -L1-48+60 to 50+66 LT Channel Relocation < 0.01 0.27 0.09 2 -L1-48+90 RT Temporary Dike for Slipline _ 0.03 2 -L1- 53+00 LT Roadway Fill Slope < 0.01 _ 2 -L1- 52+97 RT Roadway Fill Slope < 0.01 - TOTALS*: 1.09 0.29 0.20 1.20 0 0 0 *Rounded totals are sum of actual impacts NOTES: Total permanent Wetland Impacts due to proposed piles= 38 sq.ft. NC DEPARTMENT OF TRANSPORTATION Total permanent SW Impacts due to proposed piles= 141 sq.ft. DIVISION OF HIGHWAYS Temp Work Platform 3/2/2020 Based on 20'or shorter spans, with pile rows 2'long and the full width of the platform(both conservative): Craven County Temporary Fill in Wetlands=4,567 sq.ft and Temporary Surface Water Impacts=2,905 sq.ft B-4484 33723.1.2 Revised 2016 09 09 SHEET 15 OF 15 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE CROSSING _ IMPACT (ft2) (ft2) - (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 -L1- 22+15 to 22+78 Prop Bridge X 1468 443 1911 1 -L1- 22+15 to 22+78 Temp Work Platform X 1746 1147 2893 1 -L1- 22+45 RT Ex Road/Bridge Removal X 434 167 601 1 -L1- 26+16 to 27+00 Prop Bridge / Temp Platform X 2889 1976 _ 4865 1 -L1- 27+00 RT Ex Bridge Removal X _ 942 631 1573 TOTALS*: 7479 4364 11843 0 0 0 0 0 NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 9/ 19/2019 Craven County B-4484 33723.1.2 SHEET 4 OF 5 Revised 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS SITE ZONE 1 ZONE 2 NO. STATION (FROM/TO) (ftz) (ft2) 1 -L1- 22+15 to 22+78 54" Girder Bridge 812 219 1 -L1- 22+15 to 22+78 Temp Work Bridge 1732 1147 TOTAL: 2544 1366 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 9/19/2019 Craven County B-4484 33723.1.2 Revised 2018 Feb SHEET 5 OF 5 Rev. Jan 2009 I,..eyn E1,ve41,3.ID ISga:w.49061,4k 12914,;.11E9C39193 1. / T.I.P.NO. SHEET No. v / STATE OF NORTH CAROLINA'D B-4484 UC-1 % 1460 - ( DIVISION ISION OFHIGHWAYS 1458 1459 /',\459 1463.,,. 1457. '1458 1465 M EpwG r UTILITY CONSTRUCTION PLANS K L6ar`O -V 1468 1456 '1457 1454 -f 4114 / CRA vEN COUNTY �' PROJECT LOCATION �`' � � i Pcill / 1474 147D. • ` 1450 `1454 J 1 / 1470 d� `1450• A LOCATION:REPLACE BRIDGES NO. 138 & 139 OVER NEUSE V ,;'` J „, , \ 140D } RIVER AND NEUSE RIVER OVERFLOW ON ryooN. ' �` ` ILIIIIII4 . - , ` ;�,� '� .... � ' SR 1470 (MAPLE CYPRESS ROAD) � O VICINITY MAP N.7 S. TYPE OF WORK: WATER LINE RELOCATION " III \ "Ill \i - — END TIP PROJECT B-4484 \ rill 1 6 -LI- POT Sto.54+00.00 ,; 15 I NEUSE RIVER I ENO BRIDGE i EU POT So.43r45 r/- �I ND BRIDGE ' -Li- POT Sta.28+06 .,./- g1JER RD -- I NEUSE RIVER �-�, TO 8 - OVERFLOW �� EXIST BR ` 7:--1----.:::-;.-_ - --, (4) BEGIN BRIDGE ___- -- U- PLC S/D.22+06 +/ PIE CYPRESS ROAD- -- --__-___- �}E0 139 r i 15S BR BEGIN BRIDGE END CONSTRUCTION U- POT S/a39+45 +/ -LI- POT Sto.55+00.00 BEGIN TIP PROJECT B-4484 "i \‘ -LI- POC Sto.I7+00.00 11111.- - RSSII\\ ' , : :'-- ._i RSal i)._ ........, , THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. 7 " THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. '`/ DOCUMENT NOT CONSIDERED FINAL v CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. i UNLESS ENTALL NOT COSIGNATNSIDERED ES COMPLETED c \ ...---„ ) GRAPHIC SCALES INDEX OF SHEETS SF4L PREPARED IN THE OFFICE OF WATER AND SEWER OWNERS ON PROJECT WEER 50 25 0 50 too SHEET NO.: DESCRIPTION: ARCHITECTS—ENGINEERS—PLANNERS,INC. C �......v AR0,',, AS RALEIGN,NCO .SUITE 51J 5'IX FORXS ROAD. IS {rtl PLANS UC-I TITLE SHEET ;r/4.' s' ;.:+'s UC-2 UTILITY SYMBOLOGY SEAL 50 25 0 so goo (Al CRAVEN COUNTY WATER aE.�Ls., !- RICHARD BOLLINGER-.P�-- L� `, :.v PROJECT ENGINEER UC-3 NOTES 48.4461?, ii;, �� U PROFI LI UILE (HORIZONTAL) I UC-3A TO UC-3E DETAILS y11:14*•' ALEX VINSON, El v v •n.wu.-N•• --PROJECT DESIGN ENGINEER O to 5 0 10 20 UCH TO UC-7 UTILITY CONSTRUCTION SHEET 9 vzale u tn.]u u I--,f---1 UC-8 TO UC-9 PROFILE SHEET HON YEUNG,PE_____ PROFILE (VERTICAL) NCDOT CONTACT J e—Th 1 mT.I.P.NO. SHEET NO. m �_ _' STATE OF NORTH CAROLINA B-4484 UO-1 14 DIVISI*)N OF HIGHWAYS ��Rlversl.e� , ,,► _.. 2SId i.� ��. NOTE: f�6;,:,•' ,�,,, "45' f465 ALL UTILITY WORK SHOWN ON THIS �. " ':wo h f SHEET WILL BE DONE BY OTHERS. °O `�+� �� - UTILITIES BY OTHERS PLANS NO PAYMENT WILL BE MADE TO d` Go40 ''112 '1 146i lase 3457 THE CONTRACTOR FOR UTILITY WORK `��+ SHOWN ON THIS SHEET. .-.t6 i A._.._..� 1400 �' PROJECT LOCATION ' ., ,'—�' '.._.. CRA / �/N CO UN� MI \� ` ` �' 1474 ,-..r..1.•7_2�— •� ` L414 • I C 1970 4•.1450 �1 ' '' ` -Y. .\ - LOCATION: REPLACE BRIDGES NO. 138 & 139 OVER NEUSE re, �,j y:;'., • s. 114 RIVER AND NEUSE RIVER OVERFLOW ON 1 L1141 t, - , ,toSR 1470 (MAPLE CYPRESS ROAD A�\ ...; '',' ' ••. sza�' �, o 7 �P VICINITY MAP N.T.S. Q TYPE OF WORK: POWER (DISTRIBUTION) AND COMMUNICATIONS LZ4 . Paiii r`ol 4 _____._._______________ END TIP PROJECT B-4484 END cars-maw O -LI- POC Sto.54t00A0 6) ....-2 1 `NEUSE RIVER r 1 END OWE ENO MIDGE �y'_ 'U-POI 5*a.2 � -LI- POT �aIS+#5Q7 i+� ti SO Ri`1ER - �--- a�' NEUSE RIVER ' Y OVERFLOW ��" TO BIDD f LE RD erso e�1 � _ \ 38 O BiEGIN MOW () 4. 4,0 M4PLE ;( __..: �1-� 13' -LI-POC S14422 ,'+,'• CYPRESS ROAD �• �`� Eyys(.BR• BEAN BRIDGE END CONSTRUCTION BEGIN TIP PROJECT B-4484 r_ -U- POC Sto.54+50. 0 -LI- POC Sto.I7#00.00 43 V GRAPHIC SCALES INDEX OF SHEETS UTILITY OWNERS WITH CONFLICTS PREPARED IN IRE OFFICE OF: DIVISION OF HIGHWAYS 50 25 p 50 l00 DIVISION 02 � � SHEET NO.: DESCRIPTION:44 � �- Dry ADDRESS 1 1 I f (A)POWER (DISTRIBUTION)-DUKE ENERGY SO-DEEP SAM NC + roil W.R.sn:,h Mod PLANS (B)COMMUNICATIONS - CENTURYLINK Granville,NC nrps Viol fir. i V Uo-1 TITLE SHEET so REEF I Saran NC Inc. 50 25 0 50 100 R _— UO-2 UBO PLAN SHEET MUM COMPANY N)yr 2800-154 Sumner BOU!GV&d Relelgh,NC 27916 Tel 91 S•87B•7498 wy,W PROFILE (HORIZONTAL) David Kramer DIVISION CONTACT#I I)EC 0 4 10 5 alp p a 10 20 -Keith Garry UTILITY PROJECT MANAGER Casey Whitley,PE DIVISION CONTACT#2 0taw cc O 1 ` Zaki Waja PROJECT UTILITY COORDINATOR DCIVM-MHD PROFILE (VERTICAL) �. I \ t �y is---- - PROJECT REFERENCE NO. SHEET NO. / -- \ B-4484 UO-2 ,` Y\r -f; / \ ti TH1S SHEET CORRESPONDS TO RDY-6 '''\ •« i \ UTILITIES BY OTHERS \' a if:V3 ALL PROPOSED UTILITY WORK SHOWN ON THIS \ ! +� q' * 'a SHEET WILL BE DONE BY OTHERS. NO •\''• 4 HOODSi PAYMENT WILL BE MADE TO THE CONTRACTOR CO }t �y * POT Sta.14+9020 \ Q FOR PROPOSED UTILITY WORK SHOWN ON �0\ * * ,�'/ Z THIS SHEET. � \ �� 4, N 7%'�O 2S6't"/ \ r\ \ ,,,, % . \ `'4 ENO.�QNSTRUCTION -owl-- ;20.00 PT S1o.14+33J3 _ ' \Vt40 N" \ ,--'7-*.-""-- --1 -'- '"'°°° \ 1 //J I \' \ .t'K \k \ ' \'` 4 \e , d, HOODS �� ziloric,-,....,•, 1 Ii*Y*`a \ a\-D*55.on1RT -LI- PT Sta.37+96J2 * N'<\•-c,„1- 0 * \ 4 I '�vSZt 30.00"RTRT �i V 0 ♦�/ \ " * \ HAROLD h1ARSD 26/iRPG 2AONYA Ii.BYRD 3 1 \t5i1 \ 4` 44 \ r +++ END •PHALT PA, .AENr / >S �.4 \\ Ie ELISHA U.HEATH DWI-ID 4 79 .k , * 5 .+ft, . \ .p OB 2849 PG 235 / +c x PC HPG 1524 / / 'Olt • \ r B IN R IS PLATING _ _ EL.j�A U.HEATH t�+j\` \ \t ,P `P .` -U-75b913+�7-+7- L.7` ` y 40 //C DP Yi&49 P52 ii5�, '+��+`�' \ HOODS i` � k k k +� 4 k k k k ! k k A. * * k * * 4 �g,4 �s ��e_+'. �1 * * * k k t k S k k k k 3 * i * k * k k k k k i k i i 4 k VA k * 3 t * k k 0 � / / PRC Slv.I .2A.22 •�';*��, • , * k * k * * * * k {� 103 r � �S •1 k k is :fc k i k * k k * k * * * * * k * * CYPRESS SIM* h pVE `+�T \ * * * * * * * * k * k 3 * * * k t * k * * O � / i / F,;3 PC�.10+6U96. I 1 :: �+it�y- *� �k * : k * k t ') (URo • aii O \ N 44 313'40 I'W a • ��+�tQF\ k `k * * Y ; * * * * * CYPRESS SHAAIP k A k i k * k * * k DO D EE]] I at_ O .i * '-' /- GR '. 4 E *-E A * + E --*--Ek— k i E- -E --E ----•E k * * * i k * * * k 3 `t. ° 1- 01' S7 A 10+1 O, }* ':. * "�- sr - '� k * *1 * k * _ Q —4 triitg.•&?. may �_ , � * * / I r Y I"000s 1 P\ * * * k k < _ �Y '— — _ * — 1- C VVtt * * p\ ..... -1 6 4�101G It * 3 k 1 • V) � ,", ,R t. iJ� � ♦.__ .AYGm,..__9!¢-' '..,_.-•* -*-*--i' * F _won, c i infilii f ri i 1 } iiltipi} �pi ailii i 1 i C}" Y 9 Y i77 i. 10. rr P it) _ - -�..� _ ~''--` 7�I I��c•h o } , 1. 7 r , 1i1 G it l r.s r F I f} 1f 1 1 i u. �.+. I rs lir i 17 ,r i1. i ii / 3 ri -I 4, _ _ f " } 1 s�� ff Ik / {€ir1iIs1i,1x AY liA� fl 1`f ,., ._..Ig6siI f 3 .I # ,iSx.., 4 4 s; --' 4 , ^'-?--,--• -.S. F aL •., `,k ,. 1 _a I x s U..lii.-} �Agliti ! 'I 9 1f� 1tIF i 1 r S i i n g I 'f ,�s-_____ "�=,�scA * s k— N 3T 2(Y 26 3' S _ k I *-4i- * * k T^ *� i. (n =„`.�- C r Di-pEn �._...._ C ... _a `Y_..T!} •: •--A _� �Y.s_.i•.' ._-- , I� • 0 _� ' M.S 040 aR '------------__- f 'y �.. x:�. -_ _� w.._...._..---•- '_.r"—a' 2� esT ; + �• ♦+..�• ,•..w. w. . }.� W. \ ;r Y o ' III iN - -' --�. _, \. _'�i:. • .w✓.,` ''`tis�n'"�.�:✓'13ir-.. I- .�_. +♦ ♦-t•++.�+++�+� � +��+.+++++++4 •s' • �� "•-. -_�__- _ ^• _."_- -. _ -_..� __.-.._.-._--•••_ < 1470 HOLE CYPRESS R rr... t1r 1.��.+1.. ..--,: ...._. V1 "E_ —_ D GRADING sl s '! ,:� PROP<�S.E_.D GRADING -•^••^'•.°•"°''�` ==-_--_.--... U _ -- /�1 PROPOSE 1 s � _--._ } _ . _ -aLa /� ~� i— - - - i SEE EC PLANS) NhV E RrvER OVEIYLOlY;Am UO --(SEE EC PLANS) -I F . 0 k 1^*s O )1:: ABANDONED 'i I r may= =3E� iw,a.t * * * * o -«.n _tocAr -�o_ RZIw _-* * k * �i^v!v. • 'ti ` "` k k -LI- POC Sto.35+85 �° ti�^Y M,.,?.��' *rid * t- ``� - �in. '- * } Y * * * * } f• � -L�'Y{il- POT S10.IO't'OO.00 -.-. , ',, — ..—PUE•..•.. •••�.•.-I."-P*E'• — k k * k x * * �` k k * * k k § k k : 1 : CYPRESSSRAIIP r * * k k * k * :E k �`,`1 E \ �! * * * k CYPRESS 51TA1(P \ * A * * k r -\ \ 5 k k k * * k LI=!' .Sta.A6+05 ?_ k * * * A CI0.nVATEO FIELD ,`�,� \� \\ \ ' * * * * 3' k k k k * k * * k k * * * k — 3 ` \ k * * k k * A k k k * i * A k 5 * & * « \ \ \ : : : : * : * k k a, } `\ l * * k A * * (pg « a ELISHA U.HEATH f, I� icl�f~1 « If I LIVED DB 2849 I5 235 `341 PC n PG 15z-F « - Wi _. Q 244 1/744 O1-:C 0 4 2019 »:« »«4, DmwSolErwworwel5WWW,SOCRIewE72409C.REACASP340 --- -- . - ---- - —- ______ _ _ PROJECT REFERENCE NO. SHEET No. =.. ZT STATE OF .N,ORT1-1 LIN CAR O, . A. ,-\ 8-4484 UC-2 DIVISION OF HIGHWAYS UTILITIES PLAN SHEET SYMBOLS PROPOSED WATER SYMBOLS PROPOSED MISCELLANOUS UTILITIES SYMBOLS Water Line (Sized as Shown) .----- Power Pole b Thrust Block 1 AR 111/4 Degree Bend i--4- Telephone Pole -o- Air Release Valve • 221/2 Degree Bend +-k Joint Use Pole --- ----- - -- -- -6- Utility Vault - - - - - - - II 45 Degree Bend 4-.''' Telephone Pedestal o, Concrete Pier 111 90 Degree Bend 4 Utility Line by Others--- --- .. .----- - ---. _____„ .„,,,,.. Steel Pier - n (Type as Shown) Plug / Trenchless Installation - ---,, , ,,-..--- Plan Note - ...-------NOTE Tee 4-±+ Encasement by Open Cut 0 I Pay Item Note "*-------- PAY ITEM Cross 41- Encasement I I Reducer Gate Valve o.- . EXISTING UTILITIES SYMBOLS H Butterfly Valve - 4 Power Pole- • *Underground Power Line Tapping Valve 4 Telephone Pole -.- *Underground Telephone Cable Line Stop i Joint Use Pole Ai, *Underground Telephone Conduit Lse, Line Stop with Bypass -- i Utility Pole . , *Underground Fiber Optics Telephone Cable Blow Off U Utility Pole with Base - *Underground TV Cable Fire Hydrant ';•I' H-Frame Pole *Underground Fiber Optics TV Cable Relocate Fire Hydrant V Power Transmission Line Tower -. *Underground Gas Pipeline --- - • - -- --- REM FH ----- Remove Fire Hydrant Water Manhole ,4, Aboveground Gas Pipeline Water Meter - - - I Power Manhole ,•. *Underground Water Line -- Relocate Water Meter I Telephone Manhole , Aboveground Water Line REM NW Remove Water Meter Sanitary Sewer Manhole *Underground Gravity Sanitary Sewer Line “ I I i A/C Sonliers Sewer Water Pump Station Milli Hand Hole for Cable --- - , Aboveground Gravity Sanitary Sewer Line 17, RkAZ .u5 RPZ Backflow Preventer Power Transformer 2 *Underground SS Forced Main Line f 51 ' I, • 5 DCV Backflow Preventer PtkA Telephone Pedestal - - ---- - ---------- -- --- = Underground Unknown Utility Line m, -- RIk2 .A., Relocate RPZ Backflow Preventer CATV Pedestal - - --- ------ - -- ------- - --- --- --- : SUE Test Hole s . Ti Relocate DCV Backflow Preventer Gas Valve -------- - - ------ -- -------- -------- -- - o Water Meter m .,I , - Gas Meter 0 Water Valve 4, 1 ,a_ PROPOSED SEWER SYMBOLS Located Miscellaneous Utility Object : Fire Hydrant , ,.... -,- Gravity Sewer Line , '— Abandoned According to Utility Records - AATUR Sanitary Sewer Cleanout S .a. (Sized as Shown) Force Main Sewer Dt- — End of Information --- • - - ---- - E.0.1. • (Sized as Shown) Line , '-':.7'o'• Manhole • (Sized per Note) *For Existing Utilities 4 Sewer Pump Station n-,-W Utility Line Drawn from Record (Type as Shown) --.€-,- Designated Utility Line _ (Type as Shown) - i.,.. .. .,, .., OnuJyEnvMnpe IO,SB,1:1Aa.YOBM<ET[.HTac+Ew,SM'1141N PROJECT REFERENCE NO. SHEET NO. 8-4484 UC-3 DESIGNED BY: ARV ` CARP, DRAWN BY: ARV •'a�......(/N. CHECKED BY: RLB ',?°,aa�ES<tp�.+. UTILITY CONSTRUCTION APPROVED BY: = 1844 ` REVISED: NORTH CAROL INA ?°S' a TDEPARTMEN DP • � TRANSPOR AT i ON 9:4/IHWgg� `.,,,` GENERAL NOTES: PROJECT SPECIFIC NOTES: uTILITIES ENGINEERING SEC. PHONE:t 919)707-6690 UTILITY CONSTRUCTION FA%:1919)250-4,51 PLANS ONLY 1.THE PROPOSED UTILITY CONSTRUCTION 6. THE PLANS DEPICT THE BEST AVAILABLE 1.ALL PROPOSED WATER LINE SHALL BE UTILITY CONSTRUCTION SHALL MEET THE APPLICABLE REQUIREMENTS INFORMATION FOR THE LOCATION,SIZE,AND D.I.R.J. (DUCTILE IRON RESTRAINED OF THE NC DEPARTMENT OF TYPE OF MATERIAL FOR ALL EXISTING JOINT)PIPE FOR TRENCHED INSTALLATION TRANSPORTATION'S"STANDARD UTILITIES. MAKE INVESTIGATIONS FOR AND HDPE FOR TRENCHLESS. SPECIFICATIONS FOR ROADS AND DETERMINING THE EXACT LOCATION, SIZE, STRUCTURES"DATED JANUARY 2018. AND TYPE MATERIAL OF THE EXISTING 2.THE EXISTING ABOVE GROUND WATER LINE FACILITIES AS NECESSARY FOR THE IS TO BE REMOVED AND/OR THE EXISTING 2.THE EXISTING UTILITIES BELONG TO CONSTRUCTION OF THE PROPOSED UTILITIES UNDER GROUND WATER LINE IS TO BE CRAVEN COUNTY WATER. AND FOR AVOIDING DAMAGE TO EXISTING ABANDONED OR REMOVED WHERE RELOCATIONS FACILITIES. REPAIR ANY DAMAGE INCURRED ARE PROPOSED. TO EXISTING FACILITIES TO THE ORIGINAL 3.ALL WATER LINES TO BE INSTALLED OR BETTER CONDITION AT NO ADDITIONAL 3.CONTRACTOR'S ATTENTION IS DIRECTED WITHIN COMPLIANCE OF THE RULES AND COST TO THE DEPARTMENT. TO SECTIONS 102, 107,AND 1550 OF THE REGULATIONS OF THE NORTH CAROLINA STANDARD SPECIFICATIONS CONCERNING DEPARTMENT OF ENVIRONMENTAL QUALITY, 7. MAKE FINAL CONNECTIONS OF THE NEW TRENCHLESS INSTALLATION. IT IS DIVISION OF WATER RESOURCES, WORK TO THE EXISTING SYSTEM WHERE CONTRACTOR'S RESPONSIBILITY TO HAVE PUBLIC WATER SUPPLY SECTION. ALL SEWER INDICATED ON THE PLANS,AS REQUIRED TO BORE DESIGNED AND SEALED BY A LICENSED LINES TO BE INSTALLED WITHIN COMPLIANCE FIT THE ACTUAL CONDITIONS,OR AS NORTH CAROLINA PROFESSIONAL ENGINEER. OF THE RULES AND REGULATIONS OF THE DIRECTED. NO DAMAGE IS ALLOWED TO RIVER, NORTH CAROLINA DEPARTMENT OF WETLANDS, OR BUFFER ZONES. ENVIRONMENTAL QUALITY, DIVISION OF WATER RESOURCES,WATER QUALITY SECTION. 8.MAKE CONNECTIONS BETWEEN EXISTING PERFORM ALL WORK IN ACCORDANCE WITH THE AND PROPOSED UTILITIES AT TIMES MOST APPLICABLE PLUMBING CODES. CONVENIENT TO THE PUBLIC,WITHOUT LIST OF STANDARD DRAWINGS ENDANGERING THE UTILITY SERVICE,AND IN ACCORDANCE WITH THE UTILITY OWNER'S 1515.01 WATER METER 4.THE UTILITY OWNER OWNS THE EXISTING REQUIREMENTS. MAKE CONNECTIONS ON UTILITY FACILITIES AND WILL OWN THE NEW WEEKENDS,AT NIGHT, AND ON HOLIDAYS IF UTILITY FACILITIES AFTER ACCEPTANCE BY NECESSARY. THE DEPARTMENT.THE DEPARTMENT OWNS THE CONSTRUCTION CONTRACT AND HAS 9.ALL UTILITY MATERIALS SHALL BE ADMINISTRATIVE AUTHORITY. APPROVED PRIOR TO DELIVERY TO THE COMMUNICATIONS AND DECISIONS BETWEEN PROJECT.SEE 1500-7, "SUBMITTALS AND THE CONTRACTOR AND UTILITY OWNER ARE RECORDS" IN SECTION 1500 OF THE NOT BINDING UPON THE DEPARTMENT OR THIS STANDARD SPECIFICATIONS. CONTRACT UNLESS AUTHORIZED BY THE ENGINEER.AGREEMENTS BETWEEN THE UTILITY OWNER AND CONTRACTOR FOR THE WORK THAT IS NOT PART OF THIS CONTRACT OR IS SECONDARY TO THIS CONTRACT ARE ALLOWED, BUT ARE NOT BINDING UPON THE DEPARTMENT. 5. PROVIDE ACCESS FOR THE DEPARTMENT PERSONNEL AND THE OWNER'S REPRESENTATIVES TO ALL PHASES OF x CONSTRUCTION. NOTIFY DEPARTMENT PERSONNEL AND THE UTILITY OWNER TWO WEEKS PRIOR TO COMMENCEMENT OF ANY WORK AND ONE WEEK PRIOR TO SERVICE INTERRUPTION. KEEP UTILITY OWNERS' REPRESENTATIVES INFORMED OF WORK PROGRESS AND PROVIDE OPPORTUNITY FOR 1, INSPECTION OF CONSTRUCTION AND TESTING. •N ra 'Z C.ti'rr •n C�"r Du:YSgn Emeoo E)16B0.63AAU108NE72-0TpC.NE9C391493039 PROJECT REFERENCE NO. 8-4484 UC-3A PROJECT TYPICAL DETAILS DESIGNED BY: ARV , DRAWN BY: ARV .`••• �A ...14;. CHECKED BY: RCS ' /9YF55) \+- APPROVED BY: ,_0..4ji, - REv15ED: ., 44 f'Ya�y NORTH CAROLINA MR!!! 41 DEPARTMENT OF 4yhuOi.6`,,`,, TRANSPORTATION UTILITIES ENGINEERING SEC. 9/4/2019 PHONE:1919)101-6690 UTILITY CONSTRUCTION FAX:1919)250-4151 PLANS ONLY • UTILITY CONSTRUCTION TRENCH DETAIL j %/ BACKFILL CLASS "C" TI TI / ;�' F TYPE 3 (BEDDING FOR P.V.C. PIPE) (BEDDING FOR D.I. PIPE) � Isit,/% // \ `-w-- ---- --- �..... J( I . \C PIPE ,� BEDDING �S�C� J . _ I ti v) 1;)-.. / U :�� -a�--UI'f �• FOUNDATION I I -!,!, � I� .. e a wI� } ? I CONDITIONING a m b f ?l i FABRIC AS I �v�� .)�)�)� i ��;)i _�—.---- �'� NING \ 'I2}1:13}I?I:1b..-}} .• . �Vz REQUIRED (vim --: I i .I((?- CC` !, -' , . oe •✓ FOUNDATION ! _ ( I ti �w _ -- ( -�. / N��r �Os' �r �'�r�• ASNREOUOI RED \„‹; (v\• \ '(((C' '((( -- _ (( PLACE FOUNDATION CONDITIONING MATERIAL BELOW ;(('; ! BEDDING IF REQUIRED AS DIRECTED BY ENGINEER. —�'"� \v\i , ��, PIPE BEDDED IN SELEGT MATERIAL, CLASS II (TYPE 1) �( ,!c z!c^.;• �,-� � OR CLASS III. TRENCH BAGKFILLED IN LOOSE 6" _)�„�;•, .�.,_ _ ' LAYERS COMPACTED TO TOP OF TRENCH USING LOCAL _i,^n_ I ^.._\\\Y__ EXCAVATED MATERIAL IF APPROVED BY THE ENGINEER. -=..L.})�� _ j .;',� _ . OR SELECT MATERIAL. ALL MATERIAL SHALL BE FREE '�� -..-✓-(!\- - - - OF ROCKS, FOREIGN MATERIAL, AND FROZEN EARTH. - - COMPACTION SHALL BE TO APPROXIMATELY 95% DENSITY v\ f IN ACCORDANCE WITH AASHTO 7-99 AS MODIFIED BY THE PIPE BEDDED IN LOOSE MATERIAL, LIGHTLY TAMPED WITH PIPE BEDDED IN 4" MINIMUM LOOSE SOIL. TRENCH DEPARTMENT OF TRANSPORTATION. A MINIMUM OF 8" UNDER PIPE. TRENCH BACKFILLED IN BACKFILLED IN LOOSE 6" LAYERS COMPACTED TO LOOSE 6" LAYERS COMPACTED TO TOP OF TRENCH TOP OF TRENCH USING LOCAL EXCAVATED MATERIAL, USING LOCAL EXCAVATED MATERIAL, IF APPROVED BY IF APPROVED BY THE ENGINEER, OR SELECT MATERIAL. THE ENGINEER, OR SELECT MATERIAL. ALL MATERIAL ALL MATERIAL SHALL BE FREE OF ROCKS, FOREIGN SHALL BE FREE OF ROCKS, FOREIGN MATERIAL, AND MATERIAL, AND FROZEN EARTH. COMPACTION SHALL FROZEN EARTH. COMPACTION SHALL BE TO APPROX. BE TO APPROX. 95%DENSITY IN ACCORDANCE WITH 95% DENSITY IN ACCORDANCE WITH AASHTO 7-99 AASHTO 7-99 AS MOOIFIED BY THE DEPARTMENT AS MODIFIED BY THE DEPARTMENT OF TRANSPORTATION. OF TRANSPORTATION. =� =IV _ - f)E --.a • NCTES: 1. :;-• CCNGERATiC:N C0 Ti-!E PIPE-ZONE _v=__M \' CCNC!"CNS 'NC - !N c' _ G' RE MAY BE ;NF_.'ENCEC BY At - _ _ THAN PIPE ST r\C - A_C T,ONA'_ N-CKVATION ON __ \: A\C EiAC•C-!L , SEE A\S./A vriWA C600. I I MAXIMUM TRENCH WIDTH - AT TOP OF PIPE G, 2:3 �TAN �ARD ,, RE -C�' \ A'_�L NOMINAL NOMINAL \ .' TO SCALE PIPE SIZE TRENCH WIDTH PIPE SIZE TRENCH WIDTH u (INCHES) (INCHES) (INCHES) (INCHES) v 4 28 20 44 x 6 30 24 48 v cr 8 32 30 54 ram, 12 36 42 66 0 14 38 48 72 i 16 40 54 78 18 42 0' C y 1/EA ram, i 0.1 �y v}4. -=V C ••0- i.,Y Dnr...S pn Envelops 10 I5E0130A40E0<E'2.909CJI0CY00W401P ___ --- _ -___-- _- — PROJECT REFERENCE NO. SHEET NC. 8-4484 UC 3 DESIGNED Br: ,4RI/ , A T•,." PROJECT TYPICAL DETAILS CHECK D ' / -'; tE`" �`.... CHECKED : RLB 5i :4o Ovl; ' APPROVED BY: REVISED: Wr NORTH CAROL INA '.'*p 4• 1 �fri TRDEPARTMENT OF ANSPORTAT ION ',,I'.b�r.��•••� i 9,4/2019 OT III TIES ENGINEERING SEC. FAXX::I(9191250 41ST UTILITY PLANSNONLYCI ION UTILITY CONSTRUCTION • _ f''\ . / v j .. - -O.` ! I- :--7- SEE NG'E yST _, ,I / I N 1 � ? v r, ti II K:'IlE LI♦?--\ •I eG i '9i .a 'vR AL BFNC r T �,,,,h F:;KJEE ,-,\;, '_ , I_T - 'jam --4 I LT-�- I ICI I= —I. pHr2LJEL I a •5 � UNDISTURBED --` — — -- I:n .. w. •j• ! EARTH .. .. -- -- 1-----r— — __ t '— u .. I +- L OnCRE'SE B. CKINC S TC 3E FCRMEC O ENSORE ACCccc_ILTY TC "'STINGS ANC POCREC AGAINST _ — —T — - _ 4 t -__ 4- 2 ALL "'SINGS SNA-_ 3E WRAPPED IN PDLYETH NE TO =REVENT CONCRETE 'ROM CONTACTING o T INS, 30L'S, OR ENDS OF ME ANI'AL ON' BENDS. 3 CONCRETE TO 3E MINIMUM 3.000 PS' ID 29 AYS. _ - 4.W \ YACKRE TE ;S 'O BE JSEO, p A__ 3c 0R.,''.ER'_Y MIXED 0ER MANU^ACIJRE'< Y_C,,C ATI ONS T n+r I • 5 04 R_OLR_^ "AK N.. CE. — E3 DIMENSIONS. SEE WS_TB2 B_O"K\G _XOAV4TIC\ IS \ !( LY COM°A, D __ AREAS OR \ AREAS wHE4= 3Ou_DERS OR S'„M=S 'AVn c BEEN REMOVED. 3LOCKIN,-, '0; -3:,Ar AND_ 3Y A NCC'N__: it 52: MUST BE ;_ SZ_J E S"C O\/C'RCJMS' II m PROFESSIONAL ENGINEER al v 2.BLOCKING SIZES SHOWN IN THESE TABLES ASSUME T-IE FOLLOWING, J- a.BLOCKING :5 CONSTRUCTED IN RESIDUAL SOILS AS SHOWN IN DETAIL I !_ 0 c.VE.9EYRIOFG•PRWSSLIRS FPS PSF % 3 T-IS OETAI_TACT APPL,CABLE TC REDUCING BENCS, I I 4 NEIT-ER •YE WE''-T ^F T"E CONCRETE BLC :RICK.NG NCR T'CN EE'WEEN CONCRETE 3LOCRING ANC SOIL WAS ACCEC I! L.; INTO BLCCK:NC SIZES ^MPLTAT:CN. THEREFORE, 3LOCK 5..n0 ,ZE S CNSERNATTVE. ?, f C iI v� _ T ;JI ^CKKIN THR T �_��''UP� ;. �' -- '( —,J IJ NOT TC SCA'_E x OI'P NCT TC SCALE I c�Z x J.Z =as • }w Cmµ D,k.S,.,Em.kA,,a 15004-1.44A08.4E72$.7PC AE9G30.834:t? PROJECT REFERENCE NO. SHEETNO. o 8-4484 UC-3C DESIGNED BY: ARV ,ep5„uNpr. PR OJ EC T TYPICAL DETAILS DRAWN BY: ARV ,,�o,\ V"� t�a CHECKED BY: RLB QEE55' ,-.%•'1 APPROVED BY: SEAL • REVISED: So F_ ;,.: NORTH CAROL INA '"{�.,ZA S ' DEPARTMENT DF �ya�e--'[[(�pilll�gL01,�p TRANSPORTATION 9/aitS�J1p'�e UTILITIES ENGINEERING SEC. PHONE:1919)707-6690 UTILITY CONSTRUCTION FAX:19191250-4151 PLANS ONLY UTILITY CONSTRUCTION r-RESTRAINT GLAND • / ir"C" GP OF RouND H� — • Hi- ;SEE DETA2 \\ 1 / i ^ 4, // C. UNDISTURBED SOIL :fin.. �R_aD?) RE: RAN- r'i� - ,,_Au]S ».) ST=c,_ RJ]S "X" BAR Ariniteg..,•.��nor •'3* •-e , ANC-OR�l STRAF AN CH R r ,y O STRAP '- ;e01111111111111 CONCRETE -R.,S _L.::x r YYY/// f, �2�11� n, _ _ CV _ c —I <' 1101! .a 'MINIM - 11'111.1010 IrMi AD, RESTRAN' A\ F. 'II�MP h p.� k'--" i..!v'. wBEa 3" M 3" MIN. IN 5 V.♦ - SZE J= BEN: S'A"" T-R-o• \ ROAT;S NO 0= RODS REJ,RE] - % MIS' AR CLEARANCE Y" B "B" — CLEARANCE 7/8" ,;!AME'E 6" 4.326 A REINFORCING REQUIREMENTS R'�y-RA A NC ..p '.69a a 2 RE^.L �� " e 4 I I.O. PIPE REBAR SIZE "X" BAR LENGTH "X" BAR WEIGHT "V" BAR LENGTH "Y" BAR WEIGHT N0. REQUIRED --C'vY\ •E C.774 ' S 6" - 36" N` 2-2"+ O.D. PIPE 1.Oa3 LBS/FT 1 1 LBS. EACH %-24, Y-12 U 24' E5,252 T° 48" & greoter #6 3'-0"+ O.C. PIPE _ 1.502 LBS/FT 1 -3" 1.9 LBS. EACH X-24, V-'2 - j = THRUST COLLAR, THRUST SCHEDULE 3 6 A, NOTES e \ `L A T\ S 5-4,_. W.A=R An J v:*_v__u_ PR:M\ O\.R M ^,\ A' '\� - I C_ _ 6 _ - 48 / I D PIPE "A 'B AND6" " 1 20 24" 0 3 ' I _A„ -AG S'"A_ 3 S C''.,R W,. ,ORMS OF KE5 A,N R S A.\. A\i AND - 1 4" 1' 7" 2" 3" 2 P - -AC'ON RESTPA'N' r_AN.n .._. V_oA_,.-: 6" 36" CO\.<' THR S' B K\G ARE R -_RR WEDGE i — 1 AR AR=ROvE ONLY 'OR SE ON J,:' IRON " F ' -OR ,M=ERE\'AL ..PE R_STRANI" 48" BE greater 8" 1.-9" 6" GLAN:B 0R,F R NGS, VA,'BE ,.SED ON PVC OS GUCT_ .RON -PE. AL,_ RESTRA'NT GLANCS Sr,-4- DC SPEO�CAL.'' OEBCN ,CF ..,SEC SE ON T-1E YPE ,PE L P INN, - TIFY ARE BEND 6". ''� NS-A-ED OTHER 'CRMS OF R_S RA,n'SAC' AS THREADED ROO. BE RESTRAIN- -ARNESSES. ETC. VAY BE APPROVEC By ONWASA ON A CASE-BY-CASE ?AS,S ,F AFCRCVED OR „_E G° CNWASA, S'EE'L RCCS ANC BOL'S 9-AL,. BE 2/4' Ho* :PPE,: NOTES. A-VAN'Z D CNCRE E S-A-_ C C Al- AND, 'BANS M,XE= -- v cosF( . _C =\ u_S' _S_ DU = RCN E BC_TS w-E _ \_ __BABY PC NFCRC NC BARS S A ,.SE DE' RMEO A'v NC SCALE - 3 TRENCH BOTTOM W DT-, N VICINITY 0 -a„S _DOK INSTAAT,ON S-A__ SE -E MIN.MUM WC T AS SHOWN ON STANDARD EMBEDMENT DE'An_. 4 BACK=IL_ 'AUAED IN 6" _IF'S PER STANDARD EMBEDMENT DETAI_. I , I I T-1�v,T BLOCK NG `ES , \ .t\ AN TY TA _ L _ HK. T COI CESIG ti uAN-7 TY TAr U) No,. _:A- . NOT 'O SCALE -_ v x v v x, i ! 0 i 0, S W _w v_t-1 -i ur`)Z CMG_ -li _1r --w r? .. ._. __.-._. of- -"01 w nEnvekor ID,5804JAA.408.4E,24/9CAIDLISO934.11, PROJECT REFERENCE—NZ. -SHEET NO. , . .3 , • . , UC-8 -a 1 N 1 1 -14/L- , . :148BAR4R:Bj r !g1111V% .••••,.‘• 0.- -•• --+— i _____._ DC EH SE DRAWN Gli NE EBD Dy;al 31,Y-: . ' i 4 GO: 7CON ' I , '- I , , APPROVED BY: SEAL 1 --41. Nrs;:tto00.7 WATER LINE PROFILE REVISED: ' , NORTH CAROL INA DEPARTMENT OF '4,ZFON IIC.M. ----- TRANSPORTATION '''''NM ' UTILITIES ENGINEERING SEC. 9/4/2019 PHONE:(919)707-6690 UTILITY CDNSTRuCT'-._Th. . PLANS ONLY FAX:(9191250-4151 , • - ' - i - . _ _ UTILITY CONSTRUCTION . . . . . . - _ 20 _ . , t 30 . . r . . . live ,00 0/1 • , TIE 0 EXISTING MATER LINE EXISTING 10', AID WATER LINE ERISTING GROUND I f 20- . • • . - I i [- --- ._ . ... . . . ... , - --- 1.-- . . 1 1 o TINGGROU4- 4 4, ..• . __ _ ___ i 1 1 _.__ . . _ k , , . ,_ _ ,_ _ . . r . . : i EX/ I . _ . 1 , DIP TOTION I . , I (SEE4SHEET lie-3E4 PROP ,21- HOPE HOD AO —10 . , . i I 1 , , I , . 1, . • , ., , . , . - . .., . • ,, - - --I 1- -20 1 -20 • -, . . , 1 1 . . i • . . . . , i -30 1 : -30 • • • 1 , 0 1 2 3 4 5 6 7 8 9 10 • . i . . , • 1 • . . . . . . • . -WL- . , , .. _ --- __ _ , . I . • I . , 1• 40 1 WATER LINE PROFILE i . , I 40 . .__ _ _ ' 1. . . 1 •. -1- _ 30 • . . _ . . . _ 30 _--- - • . . 20 20 . EXIanzt GROIN° I 4 --- .. • , • . ...... . I_ . . 4 -E-Xl-ST-11184,0RONNO ._. . . . , I . ...:i... _ ..... ._ - ! - !--T - ...... 4 10 NI. USE R 1 IIVER . . . 1 ll 10 - , .._. . _._ i . . 7 ' ' - - - - n - - - - - - - - - - 7 - - - - - - - - - • I 0 -,-! 0 1 . i . 1 .3 _1 = 1 . -• ! , • _ .. . 3' MIN. S 1\ 1• . , -10 . . . . '1 ' • • 4 4 _ . . z : . -20 • , BELOW , 5 . I i . S PROF1 12” HDPE H6D 14 , . . 1 , - . .. . I i •!:--,: -40 1 1 1 . , ,-,...,- , • • ;-- Si,: 10 11 12 13 14 15 16 17 18 19 20 21 22 23 O"x.sq"E".ebn.w 1580a3AA9013,1V2•979C•NE9C39ep:u:'p I 1 I - PROJECT REFERENCE NO. ' SHEET NO. 3' j i ; B-4484 UC-9 1/ v ; ._i .. ...I —WL— i I I_ _j. DESIGNED Br: ARV ! { j DRAWN B : es._., .,— ,`.,. &W" j I -- __-_.----- I ----- 1 I I i I I CHECKED BY: RLB �`o;ESSi x! ----- I I I I( I I APPROVEDBY : .._ WATER LINE PROFILE _ aT a4 F1EVSED i sY �'c , NORTH CAROL IN4 DEPARTMENT OF "'•q��fON SONP -- - ---- _.______ - - TRANSPORTATION 9/4/10T ..'� UTILITIES ENGINEERING SEC. _ __ . PHONE:19191107-6690 UTILITY CONSTRUC T IO ! FAX:I9'9)250-4151 PLANS ONLY . I UTILITY CONSTRUCTION j ! - I I f i 30 30 1 • --- --- ----- -- — • ._ ._. . , l- � -. I � — � .� � EXISTING Q �• i � i __—, _— i i • PROPOSED ROWY I ROUND - __ _. __.. - - - -- -__.... .... _ ._.t ... _. _ I . .., Ir 90:1 SIDE MOPES -•---. _ , __---'_----------_ ------------- _ .. .. 20 IIIr • f NEU E RIVER 20 - 3a slog SLOPES '..._._. _ _ ..__.. ---......_ -.- — _. ...�,_ _L�..-.___ —,�—.,. ..._'_ _-._ ER-PLOW ------- - - -._.�—._ ____.-_ _ j_ '_ - ------_ .exrs�rroro"wATiR- t rnt= � - _ i -----._ � _ _ _ ---• . -- _. -- . . . --- -- I 1 • 0 0 PROP �D" DIP • E TO EXIST iNG WATER LNE I I _ �- - TI! TO E'XIST1110 WATER 1.1If E ._— ' ___ ..T_• PROP 10" DJP. ; MIN S pIP TO RD TRAN92TION; —10 ' gSEE SHEET�JC•3E) 20' STEEt ENCASING PIPE _ I Pone +o" rnoe .kn L_ __—._ � ' BELOW TREAM BE© 9 1 —10 , 'I II I (SEE EET UC-3E)I ... _.I PROp 12 HOPE N00 __—20 . I I —20 i _ - —30 i j i I —30 23 24 25 26 27 28 29 30 31 32 33 34 35 36 I -WL- WATER LINE PROFILE _ I___. i 1 { 40 40 1 j I I I — I •- -- - -' , I I I 30 EXISTING GROUND -_ NG- 1-7 — , 20 i I i 1 • I - - - (TM I.._ EXIST . DUAL i 54' OAP' 10 10 i - :I.. - .. _ _. . - - - - �l ._:.:... -_ _. - _. \-3 MIN.._... : _-. 1�__ �._ __. -...�. _ _ 10T WA ._ -..._. ,__...I . I.. VI ' �" CXISTSNEF TER-LINE-- 0 I i_ , ' DIP TO HOPE TRANSIT,ON I I I ! _ Fr 0 (SEE SHE�.T UC-3E1 I ; s I )_ j i 1 1 + i j PROP 10"IDFP I 1 _ I DIP TO •PE TRANSI ION I 1 —10 ( E SHEET UC 3E) 0• BELOW E ISTING PIPE PROP 10" DIP • —10 . v -_. - - --'I - - II -- ! I :' . TIE TO EXISTING WATER IRE 1I . i I j I PROP12"N PE 1 i i I —20 —20 i I ' l ' I i ! I I } l C i I Lw —30 f I f — - — —30 v I r j ! !xii =v —a0 { I `-tM� 36 37 38 39 40 41 42 43 44 45 46 47 48 S 2M ._� Cr See Sheet lA For Index of Sleets STATE OF NO I•, TH CAROLINA "� STATE "�"� CLINTES - P See Sheet 1B For Conventional Symbols N.C. B-4484 g ED DIVISION OF HIGHWAYS RAT.FIDLNE RAN4W.lMDN .1460 / 33723.1.2 WA PE _ 1459 14\ \ 33723.2.1 _ WA ROW,MIL _ Riversl•e•� 146z 33723.3.1 WA ,CONST CRA VEN COUNTY l 459 'I458 / Epwo h f/ 469 i, ,:-1 G�Miii 'WV: 1468 1456 1457 1454 ;.006 _ +.400 pti LOCATION:REPLACE BRIDGES NO. I38 & 139 OVER NEUSE /V\PROJECT LOCATION , ice` RIVER AND NEUSE RIVER OVERFLOW ON — �, 1474 ..f----- �-• 1470 - l450 1454 SR 1470 (MAPLE CYPRESS ROAD) ir72 ( 147p�'`'�'�1450 n .r_ ; r / ��, 1400 \ .l TYPE OF WORK: GRADING,DRAINAGE,PAVING,RETAINING WALLS, n� V AND STRUCTURES o1 ') 1471 ryO • L ,`/ 11 VICINITY MAP N.T.S. �'� '1"�1 L _r......., . 4 6 END TIP PROJECT B-4484 END CONSTRUCTION -LI- POC Sto.54+00.00 R.138 Ifili -OWI-POT STAl4+,Onp NEUSE RIVER I END BRIDGE END BRIDGE —�_ Iji -Ll- POT SYo.28+061FD "47!) -IJ- POT SYa43+45D0 �r 1010Ea RO• I I,, -��—• NEUSE RIVER�� TO RIDDLE RD - OVERFLOW474: EST.g •`` FAO BEGIN BRIDGE 0�'LE " {-�_ BEGIN POC StG.22+Q6L10 CYPRESS ROgD `■ �,17 vasi.18R.13' BEGIN BRIDGE 1 END CONSTRUCTION BEGIN TIP PROJECT B-4484 a • a -LI- POC Sto.54+50.00 -LI- POC Sto.I7+00.00 s„wa�ma mi ,rL� /'1el� cv .rt'Irror�:,�iir��i��`�� ...-^ "Mr DOCUMENT NOT CONSIDERED FINAL '•�• UNLESS ALL SIGNATURES COMPLETED o PREPARED IN THE OFFICE OF: HYDRAULICS ENGINEER rn 1; V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH )$20 •SOUTH BOULEVARD,SUITE 200 °;*GR0, r p 1 I RUH CHARLOTTE,NC 28103 r'P,otfl5 iqt"+ /� T ADT 2019 = 1,863 NC FIRM LICENSE No:F-0493 F I'SEAL 1 ..,•I '0 50 25 0 50 100 '-11 0111442 MOA l:•S ADT 2039 = 2,279 LENGTH ROADWAY TIP PROJECT B-4484 = 0.512 MILE FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 11 ,. . 4, O' 9 04 �1�I1� O +cl31 cy � 'O -� fN �� m K = 12 % TOM STANDARD SPECIFICATIONS `Jolt„iR:1 + e� i.11 ::a a,, a' PLANS LENGTH STRUCTURE TIP PROJECT B E.-4484 = 0.189 MILE P D = 60 % JENNIFER FARING,PE SIGNATURE: t.►. W e' o 0flail 50 5 50 100 T = 10 % = RIGHT OF WAY DATE: PROJECT ENGINEER ROADWAY DESIGN s TOTAL LENGTH TIP PROJECT B-4484 0.701 MILE ` e n 2 ��tl CARp�,, A P. rt ova y 1 11 V = 60 MPH MARCH 7,2019 O. ^I PROFILE (HORIZONTAL) •(TTST=3% + DUAL=7%) DREW MORROW, PE ENGINEER �> otSEAL '\ % ra m2 r` SEAL2'� Ops o; LETTING DATE: PROJECT DESIGN ENGINEER = �` 4r ca O 10 5 0 10 20 HON YEUNG,PE � •Ixi/ . M FUNC CLASS = MAJOR f D, t3 g COLLECTOR APRIL 21,2020 NCDOT CONTACT o PROFILE VERTICAL SUB-REGIONAL TIER P.E. � (VERTICAL) J\ SIGNATURE: J o• PROJECT REFERENCE NO. SHEET NO. N. B-4484 IA C ROAD DESIGN :0 ENGINEER ,:yPfoRESS/p�",ti °• k/y j` SEAL 1 a k 030952 ' 3 .*4',f4'G INLET\�1 q..,ryS,un.'.D•,,,,. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RS&H NC FIRM LICENSE No.F-0493 INDEX OF SHEETS GENERAL NOTES STANDARD DRAWINGS GENERAL NOTES: 2018 SPECIFICATIONS EFF. 01-16-2018 SHEET NUMBER SHEET EFFECTIVE: 01-16-2018 REV. REVISED: 2018 ROADWAY ENGLISH STANDARD DRAWINGS 1 TITLE SHEET GRADE LINE: The following Roadway Standards os appear in "Roadway Standard Drawings" 1A INDEX OF SHEETS. GENERAL NOTES. AND STANDARD DRAWINGS GRADING AND SURFACING: Highway Design Brunch - N. C. Department of Transportation - Raleigh. N. C.. Dated January. 2018 are applicable to this project 1B CONVENTIONAL SYMBOLS THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED and by reference hereby are considered a part of these plans: SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE 2A-1 THRU 2A-3 PAVEMENT SCHEDULE AND TYPICAL SECTIONS ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE STD.NO. TITLE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. DIVISION 2 - EARTHWORK 2C-1 W-BEAM RAIL SECTION DETAIL 200.02 Method of Clearing - Method II CLEARING: 225.02 Guide for Grading Subgrade - Secondary and Local 2C-2 TRAILING END UNIT ASSEMBLY - AT-1 SYSTEM 225.04 Method of Obtaining Superelevation - Two Lone Pavement CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY 275.01 Rock Plating 2C-3 TYPE III - STRUCTURE ANCHOR UNIT METHOD II. DIVISION 3 - PIPE CULVERTS 300.01 Method of Pipe Installation 2C-4 25' CLEAR SPAN GUARDRAIL SECTION SUPERELEVATION: DIVISION 4 - MAJOR STRUCTURES 422.01 Bridge Approach Fills - Type I Standard Approach Fill 2D-1 TEMPORARY DITCH DETAIL SHEET ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH 422.02 Bridge Approach Fills - Type II Modified Approach Fill STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. DIVISION 5 - SUBGRADE. BASES AND SHOULDERS 2D-2 84" PIPE COLLAR DETAIL SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL 560.01 Method of Shoulder Construction - High Side of Supereievoted Curve - Method I SECTIONS. DIVISION 8 - INCIDENTALS 20-3 84" PIPE HEADWALL DETAIL 806.01 Concrete Right-of-Way Marker SHOULDER CONSTRUCTION: 840.29 Frames and Narrow Slot Flat Grates 3B-1 ROADWAY SUMMARIES 840.31 Concrete Junction Box - 12" thru 66' Pipe ASPHALT. EARTH. AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF 640.32 Brick Junction Box - 12" thru 66' Pipe 3D-1 DRAINAGE SUMMARIES SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates 840.54 Manhole Frame and Cover 3G-1 GEOTECHNICAL SUMMARIES GUARDRAIL: 840.66 Drainage Structure Steps 846.01 Concrete Curb. Gutter and Curb A Gutter 3P-1 PARCEL INDEX SHEET THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING 846.04 Drop Inlet Installation In Shoulder Berm Gutter CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT -862.01 Guardrail Placement 4 THRU 7 PLAN SHEETS WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. 862.02 Guardrail Installation 862.03 Structure Anchor Units 8 THRU 10 PROFILE SHEETS TEMPORARY SHORING: 876.01 RIp Rap in Chonnels 876.02 Guide for Rip Rap at Pipe Outlets RWI R/W TITLE SHEET SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS 876.04 Drainage Ditches with Class 'B' Rip Rap WILL BE PAID FOR AT THE CONTRACT PRICE FOR "TEMPORARY SHORING". RW2C-1 THRU RW2C-3 SURVEY CONTROL SHEETS 'RW2D-1 DESIGN ALIGNMENT CONTROL SHEETS END BENTS: RW3E-1 R/W AND EASEMENT TABLES SHEETS THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS. DETAILS. AND CROSS- SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION RW4 THRU RW7 R/W SHEETS APPROACHING A BRIDGE. IMP-1 THRU TMP-12 TRAFFIC CONTROL SHEETS UTILITIES: PMP-1 THRU PMP-5 PAVEMENT MARKING PLANS UTILITY OWNERS ON THIS PROJECT ARE DUKE ENERGY. CENTURYLINK EC-1 THRU EC-12 EROSION CONTROL PLANS ANY RELOCATION OF EXISTING UTILITIES WILL DE ACCOMPLISHED BY OTHERS. RF-1 REFORESTATION DETAIL SHEET EXCEPT AS SHOWN ON THE PLANS. SIGN-1 THRU SIGN-8 SIGNING PLANS RIGHT-OF-WAY MARKERS: UC-1 THRU UC-9 UTILITY CONSTRUCTION PLANS ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. UO-1 THRU UO-2 UTILITIES BY OTHERS PLANS X-1A CROSS-SECTION SUMMARY SHEET r X-1 THRU X-26 CROSS-SECTIONS m a c S-1 THRU S-37 BR 138 STRUCTURE PLANS S-1 THRU S-31 BR 139 STRUCTURE PLANS m W-1 THRU W-2 RETAINING WALL PLANS m RECEIVED m W-3 THRU W-5 RETAINING WALL DETAIL SHEETS a a me d4OM DEC042019 k( ( q Q { OQM r¢e a°^ PROJECT REFERENCE NO. SHEET NO. N —DW/— LEFT DITCH -.._.._.._':� 8-4484 /O ROADWAY DESIGN HYDRAULICS 1 IN iii ENGINEER ENGINEER RIGHT DITCH :1: .PAN CA8o:, ,�P1CAR0�?,. iii II�[[oEESSI �kr�. P �pF55/p�r.n. ,= 50 NOTE: DITCH VP!TRIANGLE i:: !' SEAL `1 ,_ ,. SEAL '1 • MARKERS TURNED iii - t 030952 3 y, oie1411.z - OFF FOR CLARITY �: 4�•.ac I NE i5.1,,.."• a:Fe •; v 40 BEGIN GRADE DOCUMENT NOT CONSIDERED FINAL -DWI- Sto.IOl-/LOG 'I UNLESS ALL SIGNATURES COMPLETED ELEV.= 15.52' ;T 30 1,ra END GRADE - 30 PI= 1O+42.00 -DWI- Sta.14+37.00 NC F• LICENSE •• -0 93 — n EL = I3.8r ELEV.= 11.54' fi 20 u••ri VC a 50' n 'TM- 1120 mp K = ID n H:raa•nn- a anna.. r.i.ur.-_ ■III uv^ r a 10 ... •o VIII � irieee:aaaasu� 5- I_•or_ 4 ■ca•c 10 • L..vi.r...= n - - II aocv.a n ,o•., 0 II �1.:..1• n •u. 0 EI ,U- - 1 • 1•••:l II V. .I■■■II 11 ' 'I 11 II .a! 1 II•••II I Ilu: I.• •: 11•••11 II 1 :. 11 II,: I II■■■II II.: 11•■•la II 1 �. II 11 HIM ��1 ■■rJ■.II - 11■••II 11 1 , II•,,, I I II■■.II I.. ••,.,1••IIc. '=u••4 ll••In•I:_. all I.I`.••II:DI•••.11u.■••IIJ• 1 II•.•11 . all'. 11•n•II•I. '.11 1.I.n•.•I..d••n•11 IIt:n uuauu.u.u:n .r!u■u -.v■.;:...u:.n.l•Gla - II••.UDI II.■V.IL.;..■11:'f...n.1.EM II.6Lu 01 ••.•InruI.tl emir, . u■c.0 r11•..I.i a _I II /.. I .Iu•II .u9GLIINSU.•m!!_■.a•!•a•.•11•••1i•C•.I...J' :II IR_'7•••l:II n•r-a-1UlIli•••JI1.N n -11•c.lI -■ —lO uLJI aLrr5I.,.r.= Ul.!•11.Or11•l`.. 'I I 1.Ct4•..C61I..E.II••..E'111NLJ•.•11•I.A H.ocn n411.1.. —10 u.hIR 111L!I •.'.' ANCc11•NCIa•P 1r ':{u.n\IUL•c•.ct.l 11•r•..•11.•LN.N,.061 n.c:Il••..`]■rl•r■■:.IL.a ■■rinnun.►vuuiIll7•=a7•uan.ulll.nN/o■_Vc. -non•EI I• I oon.IRm■uomoroecall,■rV.rau.►un.•nn^u•.an■)r9.n,■.:a■ ll•san:II,Yf.:.•n•: . .:11.n 1I•KS►J•.9k .1•r.'.S IYlu'•nso=oIi�11•..allill FIUL•IIIi'•NAl1•n.II.lN 7•L_ ••SUCLui- ':Il•n_11■CLcll•JIIL, I.A•r.I - \7.n_11.L'•1•Gilli.u••.HJII.N0MoMOI=11•..IIll.•-•J•1�11._a.11 Ilu•II II•NRI1•.AR5••G.1G3 II iuF5 U.0.•Y:T.RIIMMA.rnu•II i uEUC5•L:JI•RRIILIU I ._ a■u •• SIiI L.I. .11•Y•n•r.PI...9. ` I•Ilt_.I•uu•■•l.: 11••..ball I •.a1". :,n.r.11■. .ia 1p .•4,HAILn...•n:rlu.+.•`]16:11•rn11.G,IuuI± -fl•••r.TI II••n=11 111� II �_II•rIlan•S.� I.•C\ •u.n 1,�a1._n..•u�•..•-21111I,.■111■•.III• iI ulla.••.I.L'I•II.•I�lll•••II.L5Ird•I_m1R1•.YlIul .III.NI■.WJ•Lq;JI-]ry —20 °iii°. h."1"n 'zuol us Jiinnuaiill..•IITe.•Lill+ I uIuCln aiiu0•s4sw4 - a,Nr rlriva o•r-_•�i■n71iL1 —ZO •611\-II•.Ll• :11•L!II•►O..I60:L 11.J•.L:a I.•.310.:•:JI.•,6•R^:uC1u Y.=11■L'!112'J•9..JG9Iu.� - 0 I FOR -DNI- AL/GNMENT,SEE SHEET 61 -30 10 11 . 12 13 14 15 1 III _ C r n•U•YRnll.n 0uu.••■ ol�ln••.u.uuuu■ II I I•un■6e■ru r•ll�rul c0 1 -- II.••i InlI u ..11lll0UM n•.•.•mW . .nrUlnI rNo Q.La cn a•N L Ha U nA OQ PROTECT REFERENCE NO. SHEET NO. MO N —LI— LEFT DITCH - - - ,.. 1 8-4484 9 I■■ ROADWAY DESIGN HYDRAULICS DT ; STRUCTURE HYDRAULIC DATA .■■ ENGINEER ENGINEER DRAINAGE AREA = 3950 Saga Z „amm�. „,,,,Dna,.. �,,C,,,,,, , �.�RH UEp •� rOt,"ESS/ tft: �6 �•ci: Q 'E'i�'p. ;DESIGN DISCHARGE = 19.400 CFS •s DESIGN FREQUENCY 2 YRS tt 5. 50 DESIGN HW ELEVATION = 132 FT s k`030952'+ zt 018442'1�7 - BASE DISCHARGE = 70A00 CFS g %M�° I NEt`•'2� '"*.N..1v I NtE`-•e. BASE FREQUENCY = 100 YRS °.4''Ea o..F"°, "'•I;FO S ��•' BASE HW ELEVATION = 23.3 FT ,/",,,,U10 ;<'cqS„ 40 OVERTOPPING DISCHARGE= 22.400 CFS p/- 42+34D0 40 OVERTOPPING FREQUENCY= 2+ YRS DOCUMENT NOT CONSIDERED FINAL OVERTOPPING ELEVATION = 13.8 FT EL = 21.86' UNLESS ALL SIGNATURES COMPLETED : VC = 320' END BRIDGE — K = 154 -LI- STA.43+45D0 D 30 -LI- STA35+8525 = 'BEGIN BRIDGE ELEV.= 20.68' • 30 -DWI- STAIO+O0.00 -LI- STA39+45.00 C FIRM LICENSE No. -0493 LI ELEV.= 16J8' ELEV.= 18.75' 11 'LL•J■J•L.= . 20 D'1■■■■■■n■n.. II r/J..J..S `1 I ,,rlllfil 4 _ a■•l•.:I:% 1 I .'.DD■ • 20 Ad f.: - 10 aoa: ■■a.nnuin n'� .r,,. .wcii ar.■c ■ INWS EL 78 +- .r,c'r \ivrO DATE OF SURVEY I 10 .• rv■s■■_o..■.,■...■•_■■:o-o■nv►\rrv.v_vev..■r,]■...■•.■■ri 7ASZ016 �■_v..tivu■■tni:..n.yra _ 1 . U TIC?■C.■.1.,f,r..•.■..■. ■.••■.•,■ ■..■.. •�■.-,..„• .•.■P91• .6`'6•'■:1 ■■■■■■■■tlt■■.]■■n 1 Ilt■\f•e■■Ill■■. 1. . I■ ,I• 1 _■rf■ ■ _ i. •■■■11 1 �lltll +i■■11■■■.G 'l.11 _ 1■:1 4 1I■� MIN,' ■_aL_■rl. 11 I D 11 '11■■■ ■netre- _fill 1■Call' n i1■■,i■rll .JUD ...MUNOZ; 1■.:u nrnuu■ryueare ri o ere ,. KEY IN CLASS 9N RIP RA' 0 ur!un.IDl Un :auuu in KEY IN CUSS'IN DP RAP. _. x I T-6'BELOW ELEV 7.0' 0 n P•ru.Jnu auul 11. 3'-6'BELOW ELEV 6.0.1 i. D :•:11�■II IIAI■iaOn 11■■11 ..lr /1 ura■uf:■u:■Jmin. nu_ Il - ° ua:�laiirrrl:. �armrQtrrnqu.t'AM. .TIC•. u:■■r- 11 ...arum • 1 .III' 2i►9IIL•a LuII ti-nvq. Ca►•111■Hl N1CiI■!OC811CMI:C ]a►OIICar3 II'R LS1III%l nu. a15-7Eg.^ ■u:fuiun. ucaun.n_.....3 c. ;1 r -. PRO-• D D•WNSTREAM uw•m^■IirDrna'JA:II t • u�u._ v■nra el PROPOSED DOWNSTI ,• '/ EXCAVATION TO ELFV.T ..■tr111 7.r11YLIUA,,t■■n i■■IIYLL�uuu llf - —10 D[:. 11I.r :ae■urr.cautl;:u: a: EXCAVATION TO ELEV.T r. —10 ...Ayr' .91;311Ir�E' 1,IIC,11 1111•:■II 111't 1.11111.:.wn ■ ■■Y■.'.I 1]0lill :IILi111,P man■IN! 1 :YETI■■■: lionSaLIAIII r.t■_'■Ylr. i.1l L lltlr. :MOM .7N■111■■n '1 —20 _ =a■■■e :nn:r]arra�.nr•.y,v —20 °2■J■11;r,1 Ie gulnIn.aI�■■l IPT.n ut■.-ltu 614diir■aii6. FOR -LI- ALIGNMENT.SEE SHEET 6 ; —30 —30 • 35 36 37 38 39 40 41 42 43 44 45 46 47 48 C -LI— 50 50 IEND PROPOSED GRADE 40 C BEGIN MILL AND OVERLAY -U- STA54+00A0 40 ELEV.= 16J2' 30 PI= 49+90D0' l END MILL AND OVERLAY EL = 1433 -U- STA54+50D0 30 — VC = 200' r ELEV.= 16.58' K = 139 =Car:J:ll l..@E ■■. 20 Li ' _■ca■. ■e:.G 20 ■.ln '1'I.'1•Ann • I/ - 11 10 i■G IIGE.DL'.J' ' : • J'{i•.111■1'1]/. ■.�rliYif l.1/ _ r t��UIR!.nll'1l. 10 i. E 11 l•/I D071AW"Lott. I■n 1 0 0 CULVERT HYDRAULIC DATA ,r11 Dlmw■un 0 al ire-e■v L. 10/0/N lralgn■t■■DESIGN DISCHARGE = I9.400 CFS g r 'i"'r"DESIGN FREQUENCY = 2 YRS :,,a.I 1. DESIGN HW ELEVATION = 132 FT .nauutD■9iuimn• 'I1■n■■''111111 —10 —10 BASE DISCHARGE = 70.000 CFS ▪ - BASE FREQUENCY = 100 YRS cc BASE HW ELEVATION = 23.3 FT n■arn■n■.IIw■■■ uwu■nnn■D■D co OVERTOPPING DISCHARGE = 22,400 CFS —20 OVERTOPPING FREQUENCY = 2+ YRS -20 Nam OVERTOPPING ELEVATION - 138 FT ,11 m. -30 1 FOR -LI- ALIGNMENT.SEE SHEET 7 ;; -30 USN 48 49 50 51 52 53 54 55 56 57 58 PROJECT REFERENCE NO. SHEET NO, CO N LO -LI ;uu ROADWAY DESIGNB-4IG HYDRAULICS iuu STRUCTURE HYDRAULIC DATA ENGINEER ENGINEER ...■ mlrrnp , DRAINAGE AREA = 3.950 SQ.M/.'�:;:: o`��n u,to�;! �o4,N CARO�,,.. DESIGN DISCHARGE = 19,400 CFS 'Eli: iftr,EEssr" r% ,ca°.•oFSI/ .;�>=, DESIGN FREQUENCY = 2 YRS •••■ 0 l` �' ' �! ''-' .■■■ ■ SEAL Z r sEAI DESIGN HW ELEVATION = 132 FT :::: a 030952 it - 018442 {=? BASE DISCHARGE = 70,000 CFS 11: ,..-' t lr�1a %P•,f',(;G I.0.,• ��-z, BASE FREQUENCY = 100 YRS sow. k• ,'4R,r n,-67•,, "%°ry r 84;\,,,,, BASE HW ELEVATION. = 23.3 FT :::: OVERTOPPING DISCHARGE= 22,400 CFS IN:: OVERTOPPING FREQUENCY= 2+ YRS Eh:■■■■ DOCUMENT NOT- CONSIDERED FINAL OVERTOPPING ELEVATION = 13B FT :Hi UNLESS ALL SIGNATURES COMPLETED I 50 Rssii 50 — BEGIN BRIDGE NC FIRM LICENSE No:F-0493 � 1..: 40 PI= 18+40,00' -LI- STA22+06A0 40 EL = 2872' ELEV.= 32.6K _ ;i.e. t wuw-c: VC = 280 BEGIN PROPOSED GRADE' K = 271 ===.=..b'U'1T: --- 30 -U- STA17+OOA0 .1/ _ •• 30 - - ELEV= 1826' • _ T.Z. 20 -- =_ .222: ',. _ .:•a ncica - __TXCAVATION 1■ _ ••IT,,,■■u■u i. I:4••N INi 1■ -_ _ - e■e-■- - ❑■ca.: c-- wu_ en 1 r.n.,r..S•.■rr r `,,, ,KEY IN cuss"II"RIP RAP, TO 450 ELK 1T r' I 3'-6'BELOW ELEV 15.0'I 1!wawa �® 450 CYI • �J■I.rII•yI' '.■11 10 ■I.r1 J NCDOT GPS (B4484-11 0 - = -LI- STA 19+6103 (29.42'RT1■ 0 1■ • . 10 I FOR -LI- ALIGNMENT.SEE SHEET 4 :1 _10 10 11 12 13 14 15 , 16 17 18 19 20 21 22 23 24 P1= 25+40A0 EL = 45.66' VC = I.120' K = 162 50 50 END BRIDGE -U- STA28+06A0 ■ ►.Ma.-_•ii°"-.1.e q_revv ELEV.= 33.69' ■ 40 ■I ❑-- - - 40 == =- -,,:�-1,... PI= 34+60.00 30 _- _ I/4.. UIY EL = 13.52' =_=- VC = 630' 30 -. - - - K138 e J 20 ,P OPOSED ■ 20 mum,i \a DOWNSTREAM i�wP U 1. •I EXCAVATION idr.ii' -_----=ev.. \.■■■YIYLIIw^r•1.■1 =..■.■ rt'..9!\ '.:U�•i...Y.tlP1■ai■':i::■■J■i.1 Piv.iv_■i'■r ■�A11•..■■'UN H■■EI•PCUt7■':■i:..id■/...E:.,.....7■.\.►..r:UN •• Ui!■ilUP•F.i■.::•:.r, •,:--- '..C'A.I■JI■ .■f..►4.ei4`I6L■•..4.►•i.C•LO.■J..!.OS.\O.C9r I. 0�.. ■\d\%.PI■J..S.\S.C•i.09h/.!...!.\6.C•i.C7.S •i.e'LC:, -. ■.r.Yi■r lU — 10 1°1111 -11 '■e4E'.= �■_ar ... = I,i'�Ui . KEY IN CLASSLE RIP-:-I.... - - • ..-NWS EL. 1.5'+A i.■ .....cm._ •.■iir.m_! 1■u■'/ c.: :A:DATE OF SURVEY: ■■ ■...I 3'�"BELOW ELEV 11.D' I r1 ...7/15Go1R ;;; 0 _rI',e'rr'Ianer.r.rrn/!. eee.acrl. 0 Y 01 vorr.lipm Ili m �. _10 I:UII..■rI■u■.e.inl -10 a T K V 1,1 CO LI -20 -20 c. gip- 1 = o,1 -30 1 ! FOR -LI- ALIGNMENT.'SEE SHEET 5 ; -30 05 24 25 26 27 28 29 30 31 32 33 34 35 cr PROJECT REFERENCE NO. SHEET NO. /� B-4984 7 a0 DETAIL D ROADWAYIGNHEET NO HYDRAULICS \ • C t to CHANGE I Not Ceale)HM'I ENGINEER ENGINEER • f��ewt b PC (7'W5 ) lCA,,,11"1 1 _/`4M.Che,mrl e 3 H �s. Max.d. 1.5 H. Gaf f Ea O: 'fO�f INEE0.f a•: 8. 5.0 Pt. �y'1%`'•'•IpE•Etoy`J•` ��• Etit Type of Unsr-Clow"r Granite Rip Rap 6. 5.0 to 12.0 H. .�rrr....,,,p�•• '�S;Qk 8�,,.••` \ EST. .STA. PO STA.S106 T N PFR.CLASS- A.GRANITE48+ RIP RAP. O+ TONS EST.GEOTEXTILE= 234 SY DOCUMENT NOT CONSIDERED FINAL EST.DDE 120 CY UNLESS ALL SIGNATURES COMPLETED . N. / LINDA B.LPCKEEL.ET AL ?S&Iu1Ir _'� N DB 303 PG 280 NC FIRM LICENSE No:F-0493 • NS O \ HAROLD HARGETT JR & TONYA H.BYRD DB 267T PG 283B7 IDI END TIP PROJECT B-4484 0 N. 1.11 —Ll— POC STA. 54+00.00 HAROLD HARGETT JR & TONYA H.BYRD O�A Ns DB 2677 PG 283 DB 7131PG 699 \ UEND ROCK PLATING - - POC STA53+00 +/- LT/RT -LI- PC Sfo.52+1053 * * Teir-- END CONSTRUCTION B-4484 * * * * * * * * * * * * —LI— PT Sto.51+8553 * * * * * I —Li— POC STA.54+50.00 * * * * * * * * * * * * -LI- POT Sio.58+4lB! * * * * * * * * * * * * * * * * * * * * * -LI- PT Sta.56+5353 CYPRESS SWAMP * * * * * * * * * * \. * * A * * * FILL LR sco6R HOiNNN / O WITH APPROX.22 TONS OF SEECHADETAEL IL * * y! * A * --__-c►�� - N0005 Q *CLASS Gtt�F1RE�P PAP* *PROPEOSED CCIANNE'SLOPE 0.70% •/�f \ - MOODS / I -} * * * * * \ ,-* `- -BL- 6 / * * *I COLLAR AND WEND *. * C14RESs#wANP* * _ _ * * / v4•,, A A A DU�L 84"fAMP * * * * * * - ! -L1-+00.00 ` . r'—an—— / I * * * * * * / 30.00'LT / * * * A--' .. Q * * Ad, : 53 * 1-+10.53 / 45.00'LT h * * * /* * * * /A 11 45*0'LT */ -- I - - l * F *{ 'FHW ��Ejffif�■ifEfifffff��©�f��•. A5.00'LT `�,* 1 _ H * J ^� it ,Airy RD. -! I * * * - :' T�"w MAPLE CYPRESS RD 2z'e5T__TO RIVER _ :•.o. ��.= � ilRGL� wsn •Q Iv" .r•J��t•— _- 'LI- �� f�.1l._ / _" _H E NO R =�- ....wet l r] (` 11 � -- - �_ as 7�>® ----'-,,, .,,,\ T3 ...... .. ' -�i. /\_/\ -,---,-.5--r.-- ..U JUDDB 3 4•PG 59H 00'RT IN* .. .. .. .. .. .. E * * * L1-+00.00 4000 RAT IT'iPa * \\ra. Li o°, •Qr \ \ \ ti ,---...----,---- \* * * * 4D.09'RT * * A + 1 43.39'RT MOOTS \•g,\ \ Fl.,w 1. * \ -L1-+25.0• 11.09'RF CYPRESS SWAMP 40.00'RT \ �J. -- ....... H * * A 1 .1 A 4t 09'Ri* * A N 34'31'02.5'E * *160.100*RT * A * *C 30.00'RT \\��•�\" 20'DY - CYPRESS 8M4F* * * * * * * 60.00'RT * A 40.00'RT* * * * *11 61.10'RT • \\ O• \ - * * l * * :EGINy.�ROCK PI,ATIN * * * * A * * * I* �5 5 I l * * * * * *LI- T-DC TA 0+50 +/- * * * 1 s 7r512s^w * * * / * OVER XI PIPES GUARDRAIL StCTI N A * * A * 1 :\\\ a-' and * * * * 1 r4 r to U e-LI- PRC Sta.48+/!Bl \ \ cti ar : 0 2 019caaP'a -LI- CURVE DATA .. \ \ /1:.' NJC;:::''>" C"I` ��' P/Sto 49+98.86 PI Sto 541F3204 \ ir ® A = 5/T 52.5'(LTI A = POT 402'(LT) CO HAROLD HARGETT JR & TONYA H.BYRD D = r 4r 06.6' D = O'15'165' CO* DB 2651 PG 283 L = 373.73' L = 443.00' \ T = 400A0' T = 22I,505.00 FOR —LI— PROFILE, SEE SHEET NO. 9 p6%a RE IO' RO = N% \ '////, BRIDGE APPROACH SLAB o, p y0: rve: 'iiiuiiii; PAVEMENT REMOVAL C¢w C \\ PROJECT REFERENCE NO. SHEET NO. - .- \ ,_ A \� *� 4 f pq 8-4484 6 m \\ Pc" S07 7aG,ts* / END BRIDGE 0 NW SHEET No. \ * 4- ROADWAY DESIGN HYDRAULICS • \ N -U- POT STA43+45A0 9 ENGINEER ENGINEER • \ 3r CLR RDWY TYPE-III 2 7LP .`��2Jp�"EESS%O1i�? �C�2p�'EE55%'"v ,�\\;... 1\* A A ± * I - T T T T T T T pT L f`ZO to 3 i 4`b SFA ltj ` ♦ ROODS\ / 1' 4.� -U-1 t 1 P. p2j'O' P 8' 0 `( SEAT. f t-•'. O �P' • . 030952 • s 018442 '9.. \`t * * A * POT Sta,14+9020 ". 7 �' �c,'^H\\` I NL��\///��? sf0\FCC I NEE� �r�: - `\` 1\1 */ PETAIL A ;,,I T•P �0i..GAD/ TL-3 gT-' ��''oiR��iu'�,, ,��I'4N�:Fa. y\`\a:`` �', \ \\\ 5 SPECIALL LATERAL'W DITCH • .D N 77'40'23,6'W 1NMw seeL1• ,`,• ` `` ''.\* \ e* DOCUMENT NOTCONSIDEREDINAL`,`',` , \ °RI ".' EOD CONSTRUCTION I •Y,� UNLESSALL SIGNATURESCOMLETED \ \ * -DWI- POT STA14+3700 a•,4-1- ,�• \* * -09n-r20.90 D END APPROACH SLAB RS&!1 •• ` I \ \ 30.00'RT -U- POT STA43+56J7 \ r '�1 * * * PT 5/p.14+33J3 ME..D. l.o H. N ��/,}�„ DETAIL SHOWING PAVEMENT-BRIDGE RELATIONSHIP (NOT TO SCALE) • fl`` • • -+ 5. w 4�,r, \ STWI-ANDARD +10.00 FROM -L1-STA.36+50 TO STA.37+21 LT•�I� Rs.i 4s�o RT \ „' 28.56'RT ►"''';P%;, I * NC FIRM LICENSE No:F-0493 WOODS ..�•.�� +�' \ STANDARD ^r DITCH 1 ``` \ SEE DETAIL C DETAIL B DETAIL mO -0W-+37.•: F. ' 'Maxi,. '1 SPECIAL CUT DITCH STANDARD ro kW*ITCH in . .3 fe * ET TON*CL B RIP RAP 1,1 30.09'L f Nw w swrl EST 10 SY GEO7EX71LE iIIi \ 'R0• 8J � , ss.00 Rr -LI- PT S1o.37+g6J2 \ / ►!,� 18�"RCP N FROM -DWI-STA.10+29 TO STA.14+90 LT -0Wl-STA,14+0E RT O \ * * * FROM -DWI_STA.10+29 TO STA.13+90 RT ES7 2 CY DDE / CIAL 1A /-0Wl-+70.00 p 7 SEEI `-`, / 30.Oa Rr Vf• \ v O' HAROLD HAROETT JR 6 TONYA H.BYRD OICI,, , OB 26T7 PG 28J / :::1!!‘•47,•.1‘:,,.4.1.2. \ * * * * * O DB T81PC 699END 'PMALT PAoE \ * * * * } * CAROL U.HEATH \PC I SLOE I5-A BEGIN ROCK PLATING OL U, ' \ E�1 TON CL B RIP RAP 5 SY GEOTIkTTILE DB TBIPc 695 -LI- POT STA4 +5 +/ LT Qpi 3 DB 761 PG 695 •�I. '' \ 46065 * * * * * A * * * A • f .w,30.Oa RT •►1.4+� B 3* * * * * * A * * * * * * * * * SBG FROM -Lt-TA.43+56 TO 43+72 LT * * * * 'a ♦� 1 13.10'LT * * * * . �� I -Ll-•2 07 SBG FROM -U-STA.38+89 TO 39+34 LT O , a 441/03 PRC Sta.I2+2422 I�i��;, t E.to LT * * * * * * * * * * * EST 1 TON CL B RIP RAP ,•► * * * A * * 6 EST 5 SY GEOTEXTILE * + •3 -13-+ 24 ,,rr3� ,I -I.111 4.A1* * * * * * * * * A * * * * CYPRESS SWAMP 124,3T LT `W •1'QI� -+ .AT 3S SPECIAL CUT DITCH E -� mot-+�•.58 * * * * * * * * h -0Wio WI- 75.00 9U M +75.0:; 30a,RT , }5.EE DET L B 4! \ ' . B P•LT * * * * * a * * 70. * * * * * * * * 0 .i/•0 �y.3 PC JFO.IC .96 + ��•_�� 1-+ • 3 * * 30,•0 L 104 ;� liy‘ * * * * * * 6 * * * 56.48'LT * 0 Q SNOP Ark ► * * * * * /r CURVED ilLy 4 \ N 44 : '•I, W * A * * * MAX PIPE SLOPE * * * * * * * o (� GR ,• A e 11� CYPRESS SWAMP ® OUTLET 0.61f* * * * * * * QQ I♦R .�. $ BEGIN GRADE'� �•`�� * * * * * * mot' / � t, ' �' .. - E x : E A. � E�' E EE � E E 'q * * * * * * -DW- 'I I+ re.. 4,-- * viiiiithfrlorwm. A *,iii v F 1,..;tga- SPECIAL IATER4l'V'DITCH .4 * p,)♦, µ, * o m EMU.P 11\• ' I A I A * Q •y r i•`` '*' SEE DETAIL A ►��' * jc * * * '�_' I""- , C, 4 L&91 �� Q: /\7, �� re GI * 0 A A A i * * * * = I * to /:.�r��i , 0 V. 1 0 _ _ _ _ .�� \P� * � Leowi * e* * * (TYP) 4, C 5 15 R SBI NSA7t,T....3r ?'. . n F ri `� �s e 0 00 LT 50 00 LT w ii/1MM1 EUEZZOMA►+Iat.1>E3t�MI.7 in I:i..iiiiiiiMOOMMig �i/J1f4Uit'iKYA��►� I%�Q/2119SiQ�hill PIEi MEIM if l _ ;r0 �'3E�E>i,y,+� `�%11 �f• � � 1� 'INKIER lII�MIRE •� !!: N �` �� r O Om,.R `W d R a�\T7� ---- +22.•• 8:1 p, • r RA `_PRO -_IO• •PLA=INN c N W WC ��, -- - SEAT.IS99' --- ''`•?T3rj Y�� tl i ti. BRA _�Dl 1� + A71]9D' --_ -`�--- • 22'BST �� .� �� .�*��.��i.��.i�1��.�i+�.1��1��Imo, - SR 1470 MAPLE OWRE55 RD �19�L��..�.��...��4 4 N 7. LT URIP - ��- ® APRON -` • NEU RIVER OVERFLOW BRIDCE�IJ9 -�•�- -- /F .. .. .. .. f • 111111r -U-+80.4 .. .. IIIIIM .. • -U- POC Sta.35+8525 n6.ar RT now. gam, y -__T► �! +- ....- - r��Er�_�s ..* * * * * * * A * * * Fu- \ 1* / * WPUE PUE {t-+ A �PUE TF" A *110.•... RT -Li-+o$$bb A-DWI- PDT Sta.IO+OOAO 23 PUE - * A RE1HovE tXISTIMe 76.71/RT BL 5 * * A * * * * CYPRESS SWAMP BL 4 19,-• RT -Ll-+1.00 a- 120.7 RT BRIDGE \ * * * * A A • 130.Oa RT GRADE EXISTING EMBANKME NT,�7OWN TO * * * A -'+ -LI110.o0'RAT A * * * A -LI-+98.30 `', • E41 ELLE6yy 7'11ItETlANB ELBVIDION fltOM 1- �\ 8 Oa RTA * * * * * A -L1- 'R7 ` 1-+0 \-- \ * S 1'39+73 TO 40+47 AND)42+21 i0 CYPRESS SWAMP * * * A * -L1- PC 5_1o,46+05,62 } * * A -'+''"//`'4 'pp 6r' t'• -U-+97.92 -Ll- 1x9�,\ \ \ 43+32.LAY BACKS3 EMBANKMENT ATAT A 3:7 A A A * $k_- 4.,•a r.�.Y if A,..;t,• • I CULTIVATED FIELD 13415'RT 135. ^M1T. 116.52'0.T \ \ * * FROM 431432aT O43+58.3 AND A �\ * A A * A A A A , BEGIN BRIDGEi3o. IT• \ \\ L ss oa RT A A DO V A * * * A * A * 3 * * * * * A A A * A A -LI- POT STA39+45.00 \,,,,N .. , • -L Ssao.R00 \\ \\ I A * A * A A A * * * * A A A A A A * * A A * *. (� BEGIN APPROACH SLAB \ \ 1 A A * * A * * AA • fl F r V�s 2.019 -U- POT STA 39+3383 \' \ * * * A * *\‘`, r`, \\ \\\ c A A * * * * A * * * A A * * * A A * A A * * * * A gAg°°��Pdvg ts;l any y ` 9 - + TYPE-III '0 A \\ `\\\ A A A * A * A A A * A • _� I -LI \o \ �\�'A A 6 FOR -DWI- PROFILE, SEE SHEET NO. 10 a -�� o o ABC 8:1-•�••••'„ RAY p,HEATH -DWI- CURVE DATA -LI- CURVE DATA 02 GREU n-3 I TYPE-III , OS 3134 PO 65 FOR -L1- PROFILE, SEE SHEET NO. 9 yr s YY �I PC I SLIDE IS-A PI S/c 11+47.45 P/Sta 13+49.63 P1 Sto 47+08.74 mr �.+ TrcIR Rarr 0 = 46'46'08J•IRTI p = 79'47'Sl6'(LT) = 3 28'28.7•(Rn BRIDGE APPROACH SLAB 'G� 64 • -D« D = 28.38'52.4• D = 38'1r499' D = re06.6' ��/ i L = 16325' L = 208,91' L = 206J9' o ,'.\ • T = 86.48' T = 125.41' T = 103J3' 0:•i❖:❖:❖i; PAVEMENT REMOVAL �nLL R = 200.00' R = 150.00' R = 3,400.00' ►.�-4►.�.�.�-�.�. �� RO = NC RO = NC SE = 04 FOR STRUCTURE PLANS, SEE SHEETS S-1 THRU S-31 4a DETAIL SHOWING PAVEMENT- BRIDGE RELATIONSHIP (NOT TO SCALE) \A RO = N/A RO = N/A RO = 108 0, S.n ' ` PROJECT REFERENCE NO. SHEET NO. cr °a �\ /� \ \�� 8-9484 5 \ f\ EW SHEET NO. \r\\` ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER EP �\ IN, ?J`3Q��FE551 �' r�\ :..... g 0tE55co ,: _ • I• 1��030952 !� .`+1 018442 N. 7 II / • EAL • Efb: INEEEf?oj �%s*of,��HEE`r;`� STATE OF NORTH CAROLINA WOODS �ti��FR"C•��a° �f;ON�Oy\;a`�� ,� DB 2SLIDE 212 / .nu,�1,� �� W!K PG E SLIDE 782 • DOCUMENT NOT CONSIDERED FINAL • • F • L jr'!:1� UNLESS ALL SIGNATURES COMPLETED 21 RS&H '' NC FIRM LICENSE No:F-0493 E 3 �3 Ltl N1¢d WL pIB 7207DPG DANIELS Ei • T.' PC N SLIDE 154-H LTI • p o in a bi ' • o. 41 O 3 1. O v•�'Y� , END PROP.RET.WALL#2 FLOW .1 ,+ /3 i -11-STA.28+10.00 i J:* 4 .� • CV ` J 'F +` PUE -1-+30.34 4 * -LI- PC Sta.31+85.32 • Q PUE 85.00'LT ,I 4 -E -� F- ; . o PUE PII.y -17 * * * 4` * I EST OSNSYaGEOTEXTILE Fit'S • -L1-+30.84 PUE 4 50.00'L -L1-+00.00 - POE .F * 1' • i EST EST 5NSY LGEOTEXTILE J --•-- 8•'; j,. .. PUE �' yc y' • L BEGIN PROP.RET.WALL#2 :-{ ---''-- V . P•` ,„.0,�I',,,. + .E -�PUE Y--� * +E y, \-Li-STA.33+35.00 n• A —r—DI fNW CRAVEN W:I•1t""'"'"''• .... * • E--------4---- Y +OD'OT .d.to s-- ..�� F,,,', ,'• 116" r,�� AI * PUE 5o 00'LT 1-+00.'. -�'� .. " RCP-Ill4m I C SBG * -� • -Ll- O I PLI,€ • 50.00'I O _ + 1 50.00'IA, -��_'��.^::;;;� (1YP.) .I � - .•\ PUE 7.1111Z52: 161111111 1s RCP-w'ice 'I�_,�c �riIr --�. -ne-- I��8RIRIAIEw15uFARRIEfLO rp .,,T,�,r. a =r w'gw'+��Yo ,S=-w—'�'':u;'Wall c�/ Scr�.ia r , - , (TRE AND .��''))'' NB�' uP rs ' ��Sr mlcR as Ls w vxfNnco er uas ° ;i:;;': ..::' +'- -�w, allW, N 4d --,��_ r rt1BRIDGE,SJe I 1...fi- �tt fN R '. -';;; �' .; - -1'f- _� B,Y ,—�®�- , �{ 1- - I- -__ _i___i_ I- -T-- I -- ` --- re2G1 +4. ""�''_+"�.' y _ 'vr+1>��'] �■�!1♦� o` STEEL 5 cone O50 0.00 00D IRAD WALL .`-L- -.-!----I 'n •,SEAT-2br:. 10'-LAS,(NW " �•'A. _ _ ��■ 1RtK(XRS OR1L0 ON%OCO PLgS \ L-__ SEAT2B.7T_ O - ai CRAVEN VIM W---- _-_ -�,.;...._ — V BRIDGE EXISTING RELOCATE TO ` \ $ 50 15'RCP-III ------ — R 20' �� R 20' BRSDGE -8�-- 3 — — _ 1', PROPOSED BRIDGE / — — — - .—. Syt 14 2=i.--- - -.-— - ——�—— I Q<< BY OTHERS S-+, MH �1-+81.8 MAPLE CYPRESS RO :�4•l��4,14:��• '%ASPHALT -U- PT Sta.27+30.84 �� ♦•�••.••••'.• APR• N 61.58 5, _ ., O — T .. %.— _•- . . —. ,6,_,6, • F' F F D '41\��- � �- * 80.14'.ET BOW r-----__ / * f \�h. E I -Sl-+6A139 * __. * I 'I i .. .. .. .. .. .. W GRADE EXISTING EMBANKMENT DOWN TO . ` 730.00'RE I MAPIPE 10.77 RE 1••.44'0.T I I * 1 cri • I 27+89,ANDELEV IIAY RBACK EMBANKMENT AT A ��C. Cl * IS UTLEPE-PEl'1fk EST 1 TON ICL 6 RIP RAP I 'k Y -1 • + 3:1 FROM -L7-STA 27+89 TO 28+39. ,� 9•' 1 ESE'`S SY*FOTEXTILE I 1,,,e6 O ""1t,;, w;,a E n+Yi u-+zs.00 `* * * I1 * * * * * * r • 4- ' CD I 1 4Y L L• zt \ II* * f * I , • 2, DOG PROM �1-STA.28+10 TO 'CIA` .j0 10' \ * * * * * * i --I * * * I • , Y STA.34+11 LT G sec FROM �1-STA.28+19 TO ; 0 1 * I'-- * * * * ; • � DEC (3 4 2 019 '— !.-�� STA.29+74 RT XiS• g \V III * A * * * * * * * * * * * * * * WOODS 1ot, `?;. -.S,✓ I'.•1, - CITY L a @® • c END BRIDGE PO�STA28t0600 END APPROACH STA28!99 I* * * * * * * * * * * * * * * * 1I FALLOW ��' r1'�� tJ.l SE r� Y 1T m id 4� -� F-III• _� +24.5 WOODS •+'' HEATH'AMILY FARMS.LLC .: I800 PG 832 • • ~ • !:®�I � `■.. ® Io16 PG 952 FOR -Ll- PROFILE, SEE SHEET NO. 8 TYPE-171 -LI- CURVE DATA COASTAL LUMBER COMPANY r//// lacLFr rtatir 9:. �—IIII" DB 70o PG 109 • / BRIDGE APPROACH SLAB m N PI Sta 34+95A/ PC H SLIDE 154-H mw :+ - cREu TLJ B'' p = 23 /9 517'lLTJ -� '• \ . �•�•�•iiiii• PAVEMENT REMOVAL !tee :.+ D = 3'49'1/A' .• j i •. • :�.� 309 Tait T = .69' -- \ `, FOR STRUCTURE PLANS, SEE SHEETS S-1 THRU S-37 R 1.500.00' .ns-' RO = 162 : I Po. \\. FOR RETAINING WALL PLANS, SEE SHEETS W-1 THRU W-5 Et iM DETAIL SHOWING PAVEMENT- BRIDGE RELATIONSHIP (NOT TO SCALE) D. PROJECT REFERENCE NO. SHEET NO. B-4484 4 C IOW SHEET 03 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I SEAL DETAIL E /r, s/ I ? � !,5 STANDARD BASE DITCH D30952 :=c 018442 BEGIN TIP PROJECT B-4484 "' ;(SRAL ��,�'4', r q~ `� -LI- POC STA. 17+00.00 w....1. Ulm D. 1.0 Ft. • Max.d. 1.0 Ff. • DOCUMENT NOT CONSIDERED FINAL .w6.e ehe CD' B. 1.0 FI. UNLESS ALL SIGNATURES COMPLETED • Tyra.el Liner. Class.8.Rip-Rap 7 EST.6 TONSTA.CIASS 48'LRIP RAP O EST 10 SY TILE RSitl EST 2 CY DDE DDE i FRANCES T.KILPATRICK DB 145T PG 210 NC FIRM LICENSE No:F.0493 -Ll- PC Sto.14+57.76 oN LJB 1 PG 2 -LI- PRC Sta.20+27JO • -LI- PCC Sta.17+72,05 > i i A A i a . A x -''' .• . 8i * * �R x * STANDARD BASE DITCH -'- -'' -EL- I * ROODS SEE DETAIL E /. • 8 * * * TIE TO EXIST. * I * * W,,, WOODS * * * * * * * * * 50 LF OF EXIST. * IEND PROP.L7-STA 9 RET.SOAO WALL#1• L1 55 05'L7- / *BEGIN PROP.RET.WALL#1 �§ * * -L1- TA.22+00 0 • Y . `. * • A * GUARDRAIL FRAM I • - `� * * �_. . .. .. A * * A 177H+52•yT +� EST 1oN RAP .. * * * Mopos * ad .. * >` I GEOTEXTILE i\-- ...... * * - * n 1 = * 30'. BETA/ .. . •• .. .. EST 1 TON CL B RP RAP - - -'I.R 1-+ .10 - A -Ll +,.�00* * * / . _ I� `- R.S�I ` / EST 5 SY GEOTEI(TILE * 1-*27.1� SS.DD'LT DO'LT •'� WAPFE• _ -�.`e aJ.EI L!g ■ '' i- -Ll-+ 00 , �� ~� '�--- ■ 65.26'LT- 85.00'L7 '� •.85.00't * A SO.Od L/ A * I O _ __ * ■ oesnxa R vNeER - PUE _� L to �� y _ - _• -- * * s �P'd '% PUE POE -Y� n -.....-41I- ■ .r q,, *15'C6AP !' * * * * - r I.UE �NEUi RIyER OVERq,c, � . \ 4 ,'9:` 'p c MAX PIPE SLi)FE- 40 �. `�>•1L�""" /'� *. / ,c i ---..'�, PU BRDGE { - 4.1 a Du7IE7- 1% 0 * ♦ E N -U- 0 •^ GREUC ELBOWS LI II r. • IFp/i i O E �ja"�484®.k i TI•ti?. S.0W� 1 • CRA yam, RD RETAIN EXISTING '-""'� * - - -• _ iYli�� R Y OVERFLOW BRIDGE # * * -aY----^ F ��yy i,A �� •� � -��1 /,-� J •• k * * * * * I n •h N I 'F- - ' = �'_.SB:� T: GI 1 1. �I_� A=�1� * * * * * -'-W-+ cnryrn'' --_-� 0'$ �. __1S"RCP-III .. 7. . t ""'� 1 k A * A - * REMOVE EXISTING • �* *IY-.,�- •^ - + (TYP)^ ,4,---------15'CM�P ��_� fGL'7.34''•;� I-- 17, _ • * * TIE TO EXIST.GUARDRAIL * 129 CAV * `_�� .= "1.33° ' * * REMOVE APPROX.960 LE,,,OF A * 'I"6 MM vNxa ELeows �491.92+R6T3.1 sis-c•--- . A * EXIST.GUARDRAIL PROM * * A * iii �! • '� * £Ll-STA.17+00.00 TO * * * * * -L1-+38.17 + : R -`�_/ H * * 194/,6o R +/- * * NCDOT GPS * 74.4 aT 77.82 >;`I-+ 5•„ • • WOODS A A * * A• * * * * * * A iEB44$4 I l* *�Esr}s SY aeoTExni� 04 * * Y�4'\a�R\ �-_, A * A * A * * MAX FlPE SLOPE * A O A• * * * * A OUTLET 1% A * c+ • * * A A A * * A A A * * A A AA * A 1 _ .. • * * A * * A * A A A * A -L1 +50.00 LU A A * A * * A * -Ll-+00.00 A A A A A * A A A * * A A * A 1.�.00'RTk 11 1�O.OD'RT 73.11'RT * * * A * A A A GRADE EXISTING*EMBAIVKMEN&DOWN.Ta b + + + A * ELEV.13'FROM -L1-STA 22+2$TOI • '` �. + 2*+46,AO LAY BACK EMBANKMENT AT Al • 9:1 FROM -STA*21+78*TD 22+28. +• v A 11 * 56(0 FROA1 -L1-STA.19+34 TO STA T1+95 LT Leg • SANDRA N.WHITE * 1 i $$ DB 2834 PG 537 SW FROM -L1-STA.20+49 In STAA211+95 RT jIII L •�t'�7„ �,ys • • MB 2 PG 103 IV rL) • • g ; 0 2019 5 ; ; DFI. ' MOODS : - • ,; I BEGIN BRI 1, E • , E p -U- P• _ 22+06.00 ��f;i''3�•i�i9 1t..� A A c N m is • -0 m +: 3 N iii3�111R - ___ -': I° -' O'CLR 70EV -u- CURVE DATA • F FOR -Ll- PROFILE, SEE SHEET NO. 8 -� '� ��i=��1.G ��-... PI Ski /6+/4.94 PI Sta /8+9959 PI Sto 23+80J9 le �1,flie, A = 2'5r30.P2T1 Q = I'48'46-7(LT) Q = 11'41'14.5'(RTl BRIDGE APPROACH SLAB -..:�� D = a 54'340' D = 0 42 39J' D = /39 38.7• ////� 1- "' L = 3/429' L = 255D5' L = 70374' n ' p , • - T = 157J8' T = 12753' T = 353J0' I /{ ►;!;!;!;!;!41•i PAVEMENT REMOVAL pw • + R = 6.30000' R = 846000' R = 3,450.00' a°f SE = 03 SE = 02 SE = 04 o. BEGIN APPROAC SLAB RO = 8r RO = 54' RO = I08' -u- POC sra'l+ysDO FOR STRUCTURE PLANS, SEE SHEETS S-1 THRU S-37 -05 FOR RETAINING WALL PLANS, SEE SHEETS W-1 THRU W-5 24`1 DETAIL SHOWING PAVEMENT-BRIDGE RELATIONSHIP (NOT TO SCALE) m PROJECT REFERENCE NO. SKEET NO. STATE OF NORTH CAROLINA B-4484 3P-/ DIVISION OF HIGHWAYS PARCEL INDEX SHEET PARCEL No. SHEET No. PROPERTY OWNER NAME PARCEL No. SHEET No. PROPERTY OWNER NAME 1 4 FRANCES T.KILPATRICK 2 4 SANDRA N.WHITE 3 5,6 WILLIAM E.DANIELS 4 5 COASTAL LUMBER COMPANY 5 6 CAROL U.HEATH 6 6 RAY M.HEATH 7 6,7 HAROLD HARGETT JR&TONYA H.BYRD 8 6,7 HAROLD HARGETT JR&TONYA H.BYRD m O 0 mT 00 DEC 042019 rrn I d t 0 ) CITY ErI COMPUTED BY: ANK DATE: 2i27A9 ,6 k�y1.1....C` �„ 'L, '-7D - PROJECT REFERENCE NO. SHEET NO, m CHECKED BY: ARV DATE: 2/27A9 STATE OF NORTH CAROLINA { 1/vB-4484 3D-I N IDIVISION OF HIGHWAYS DEC 04 2019 DC NI-IVII-ID CITY LIST OF PIPES,ENDWALLS,ETC. (FOR PIPES 48" & UNDER) ENDWALLS u p o• wI LE S Z V Fry., ABBREVIATIONS Z DRAINAGE PIPE CAA PIPETD.83•.01, o c �P x C.B. CATCH BASIN STATION CLASS III R.C.PIPE CLASS IV R.C.0 PIPE STD,838.11 G U �y (RCP,CSP,CRAP,HDPE,or PVC) (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) OR 2 + FRAME,GRATES P. 3 N,D.L NARROW DROP INLET 8 l2J Z STD.838.80 Q AND HOOD p D.I. DROP INLET Ce O Zg (NOTEDS • L7< S STANDARD 840.03 6G.D.L _ L O i < OTHERWISq O 5 G.D.L(N,S,)GRATED DROP INLET GRATED DROP INLET i UN. (� O (NARROW SLOT) 3 & •Fr' L'i o LI 1.8, JUNCTION BOX . SIZE $ o 12 15' 18' 24'30" 36.42" 48' 12' 15" 18' 24' 30' 36' 42" 48' 12' 15. 18" 24' 30' 36" 42' 48" 12' 15' 18' 24' 30" 36' 42' 48' ,`, ,,, tv CU.YDS. .4 A B ,e i a10 071. M.H. MANHOLE a _ s S s o O T.B.D.1. TRAFFIC BEARING DROP INLET THICKNESS 3 Z 'O a 1 O 1 a• �? 1 T.B.J.B. TRAFFIC BEARING JUNCTION BOX OR GAUGE y a a S o a 6 Q y I _Z y n $ g O N TYPE OF GRATE v RR a n , 3 a 3 3 0 0 ' et Li p„RS55 T1' 6, b p O L' 19 n E 2 LJ E F G 17 m m I REMARKS -1.1-21+86 15RT 0401 31.59 1 1 1 0401 0402 28.84 26.00 128 -L1-20+54 17RT 0402 28.65 1 1 1 ,0402 0403 24.65 22.45 24 `1 -11-20+55 39RT 0403 26.00 1 1 1 0403 0404 21.00 10.00 28 2 -4.1-19+40 17LT 0405 24.75 1 1 1 REMOVE 32 LP OF EXIST 12'CRAP 0405 0406 22.00 7.00 40 2 11-28+28 15RT 0501 32.70 1 1 1 0501 0502 29.95 27.05 140 -11-29+69 15RT 0502 29.80 _ - _ _ - 1 1 1 _ 0502 0503 26.30 21.45 52 -L1-29+71 67RT 0503 25.00 1 1 1 0503 0504 21.35 10.00 32 2 11-34+05 17 LT 0506 17.00 - 1 _ _1 1 0506 0507 14.25 12.50 16 11-39+25 17LT 0601 18.10 1 1 1 0601 0602 13.50 13.00 36 11-38+95 17LT 0602 17.50 1 0.3 1 1 0602 0603 12.20 12.00 36 11-43+65 17LT 0604 20.10 . 1 3.1 1 1 0604 0605 12.00 9.00 24 2 0606 8.60 8.40 44 1 CROSS PIPE WITH HEADWALL 11-38+32 37RT T-0607 28 REMOVE 28 LF OF 51DE DRAIN PIPE(TEMP PIPE) 11-J9+1J 32RT T-0608 60 REMOVE 60 LF OF SIDE DRAIN PIPE(TEMP PIPE) TOTALS 124 428 44 88 1 11 4.4 9 9 2 2 8 LIST OF PIPES,ENDWALLS,ETC. (FOR PIPES 54" & OVER) ABBREVIATIONS REINFORCED O CUSS III R.C.PIPE BITUMINOUS COATED C.S.PIPE TYPE B STRUCTURAL PLATE PIPE ENDWALLS STATIONZ (UNLESS NOTED OTHERWISE) C.B. CATCH BASIN N.DI. NARROW DROP INLET u g Z ZZ D.I. DROP INLET p , Z F F ? �i G.D.1. GRATED DROP INLET t a 0 a 'LiGD.I.(N.S.)GRATED DROP INLET SLOT) . 5) E Z 2 I. 1.8, JUNCTION BOX C SIZE QF °a 54' 60• 66' 72' 78' ea' 54" 60' 66' 72" 84' 60• 66' 72' pq T u M.H. MANHOLE 01 15 _ a: ► �1 m T.B.D.I. TRAFFIC BEARING DROP INLET E ELGN- I I > Z Z v O2 SHOP L) ti N GATED V u O U a0 T.B.J.B. TRAFFIC BEARING JUNCTION BOX ,e p�,p �T g ZP _ THICKNESS $ 12 10 12 10 12 10 u Z O Z e'i V u @ REMARKS ✓ OR GAUGE . ID ✓ -1-48+80 LT 0701 4.75 4.70 m 20 • COLLAR AND EXTEND EXIST BA'CRAP 10'•2,SEE SHEETS 2D-2&2 0 IllL . _ . _ _ . _ - _ - _ _ . _ - _ oa. RI o. TOTALS 20 t` PROJECT REFERENCE NO. O. m\ COMPUTED BY: ANK DATE: 81519 N N m CHECKED B B-4484 3 SHEET Y: DDM DATE: 81519 STATE OF NORTH CAROLINA - DIVISION OF HIGHWAYS DOCUMENT NOT CONSIDERED FINAL - UNLESS ALL SIGNATURES COMPLATRD SUMMARY OF EARTHWORK ROW AREA DATA SUMMARY • SHOULDER BERM GUTTER SUMMARY STATION STATION UNCL. EMBANK. BORROW WASTE PARCEL PROPERTY OWNERS PROP. PERM Low DRAIN DRAINAGE C°NSE. EXCAV. +% NO. NAMES ROW EASE. SE EASE. UTILITY E _ SURVEY STATION STATION LENGTH PHASE LAND II LINE (LF) -Ll-17+00.00 -Ll-22+05.0D 162 6,349 6,187 0 1 PRANCES T.KIIPATRICK 15,493.49 S.F.11,732.96 S.F. mil-LT 19+31.03 21+95.13 261.10 -11-28+10.00 4.1-39+44.00 138 30,298 30,160 0 2 SANDRA N.WHITE 558.04 S.F. 1,840.03 S.F. 11-RT 20+48.75 21+95.04 146.29 -11-43+16.00 11-54+00,00 153 13,313 13,160 0 3 WILLIAM E.DANIELS 65,099.98 S.F.19,208,65 S.F. -LI-LT 28+15.08 34+10.85 595.77 -EL-49+50.00 -EL-54+50.00 36 636 600 0 4 COASTAL LUMBER COMPANY 541.79 S.F. 4,009.94 S.F. -LI-RT 28 i 18.95 29 i 74.49 155.54 -DWI-10+11.00 -DWI-14+37.00 1,097 21 0 1,076 5 CAROL U.HEATH 64,196.66 S.F.2,679.74 S.F.969.12 S.F. 18,884.11 S.F. _L1_LT 38+89.50 39+33.83 44.33 SUBTOTALS: 1,586 50,617 50,107 1,076 6 RAT M.HEATH 15,848A4 S.F. 2,206.45 S.F. -L1-LT 43+56.17 43+72.17 16.00 7 HAROLD HARGETT JR&TONYA H.BYRD 3,526.15 S.F. TOTAL: 1,219.03 PHASE IN a HAROLD HARGETT JR&TONIA H.BYRD 2,980.53 S.F. 2,721.57 S.F. 10,454.05 S.F. -L1-17+00.00 -U-21+50.00 68 155 87 0 SAY: 1,220 -Ll-47+00.00 -41-54+00.00 56 402 346 0 SUBTOTALS: 124 557 433 0 PAVEMENT REMOVAL EROSION CONTROL -Li-21+00.00 -11-22+06.00 394 2P 0 373 LINE STATION STATION LOCATION AREA SQUARE YARDS -11-27+50.00 -Li-40+00.00 2,574 3,748 1,174 0 -11-42+50.00 -11-47+50.00 2,170 517 0 1,653 -11- 17+00 22+08 RT 14,582.65 1,620.29 -11- 27+95 40+43 RT 28,940.96 3,215.66 SUBTOTALS: 5,138 4,286 1,174 2,026 -LI- 42+22 49+87 RT 21,000.08 2,422.23 -11- 49+14 54+60 RT 4,328.65 480.96 TOTALS: 6,B4B 55,460 51,774 3,102 WASTE IN LIEU OF BORROW -3,102 -3,102 TOTAL: 7,739.75 PROJECT TOTALS: 6,848 55,460 48,612 0 SAY: 7,740 EST.5%TO REPLACE SOIL IN BORROW PIT 2,431 GRAND TOTALS: 6,848 55,460 51,043 0 SAY: 7,200 53,600 Earthwork quantities are calculated by Roadway.These earthwork quantities are based In part on subsurface data provided by the Geotechnical Engineering UnIL EST 130 CY DDE (FROM HYDRO) EST UNDERCUT EXCAVATION (FROM GEOTECH TBD) EST SELECT GRANULAR MATERIAL(FROM GEOTECH TBD) EST GEOTEXTILE FOR SOIL STABILIZATION (FROM GEOTECH TBD) a .CE1V D DEC 04 2019 LIC A'1,: ', t�+� CIIY '`J5 f Y p "N"A. DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH - DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W - TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL GUARDRAIL SUMMARY G = GATING IMPACT ATTENUATOR TYPE 35D NG - NON-GATING IMPACT ATTENUATOR TYPE 350 LENGTH WARRANT POINT N� FLARE LENGTH W ANCHORS IMPACT REMOVE REMOVE • SURVEY DIST TOTAL ATTENUATOR SINGLE EXISTING STOCKPILE LINE BEG.STA. END STA. LOCATION SHOUL. TYPE 350 FACED GUARDRAIL REMARKS STRAIGHT SHOP DOUBLE APPROACH TRARJNG FROM WIDTH APPROACH TRAILING APPROACH TIWLING GREU TYPE III AT-1 GUARDRAL ILFI GUARD IL CURVED FACED END END E.O.L END END END END TLC EA G NG -U- 17+00.00 v+so.00 LT 50.00 3' 9' 50 1 1 75 REMOVE AND REPLACE EXIST.GR.,USE GE TRANSITION SECTION - _ _ _ - - - - -L1- 17+00.00 22+06.00(BR) RT 487.50 6' 9' 1 250 TIE TO EXIST.GR AT BEGIN PROJECT,REMOVE EXIST.GR.,USE GR.TRANSITION SECTION OI -L1- 18+25.00 22+06.00(BR) LT 381.25 22+06.00(BR) 6' 9' 55 1 1 1 ,O 6' _ 9' _ 1 1 _ -L1-,DWI- 28+06.00 RIR) 70+51.84 LT 737.50 50.00 34+00.00 -L1- 28+06.00(BR) 29+87.50 RT 181.25 28+90.00 6' 9' 100 2 1 1 in -DW1�L1- 10+69.45 39+45.00(BR) LT 300.00 75.00 39+45.00(BR) 6' 9' 1 1 Cc -LI- 38+63.75 39+45.00(BR) RT 81.25 39+45.00(BR) 3' 9' 50 1 1 1 00 ,.L,1- 43+45.00(BR) 54+25.00 LT 1081.25 53+00.00 6' 9' S0 1 1 1 - 0./. •Li- 4J+45.00 nq 3' 9' S0 1 1 1 ANCHOR SEDUCTION 13+43.00 MN 44+26.25 RT 81.25 aGREU TU-3:8® SE'- 400'4.1- 47+25.00 54+25.00 RT 700.00 48+50.00 53+00.00 6' 9' 50 50 1 1 225'CLEAR SPAN GUARDRAIL PROPOSED OVER EXIST.84"PIPES Qp, SUBTOTALS 4081.25 125.00 - APT-1:2®•6.257- 12.5'a 0'C ANCHOR DEDUCTION 562.50 0.00 0 GRAND TOTAL- 562.5' a25'CLEAR SPAN GUARDRAIL DEDUCTION 50.00 0.00 ADDITIONAL GUARDRAIL POSTS- S LL„ TOTAL 5468.75 125.00 i ,�.. SAY 3487,50 137.50 P D PAVEMENT SCHEDULE PROJECT REFERENCE NO. SHEET NO. ^ (FINAL8-4484 2A-3 co PAVEMENT DESIGN) ROADWAY DESIGN PAVEMENT DESIGN m fiJGINEE0. ENGINEER C1 PROP. APPROX. 1 "AT AN AVERAGE RATE OFHAL 88T LBS. PERCONCRETESQ.SU ID. COURSE, TYPE BLA98, ``�CA''''''y r 0.,N CARO7,y `YAK+iisfp, �''. ..444,ESS/per• '''.., PROP. EAPPROX. F219" 11 ASPHALT CONCRETE SURFACE COURSE, TYPE PLACE,AT AN ` 1` SEAL 1 ? C2 AVERAGE RATE OP 110 LBS. PER 80. ID. PER I" DEPTH. TO BE PLACED IN t i • 030952 j t 022896 J 3 LAYERS NOT LESS THAN 1" IN DEPTH OR GREATER THAN 135' IN DEPTH. /// . `.r3 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SB, A7 AN AVERAGE RATE OF 185 LB3. PEP S0, YD. IN EACH OF TWO LAYERS, _ 8' — •6' l.. 11' 11' J 1 •9' 9'W/GR I DOCUMENT NOT CONSIDERED FINAL PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE 89.SB,AT AN VAR.9'TO 11' VAR.9'TO 11' •6' UNLESS ALL SIGNATURES COMPLETED C4 AVERAGE RATE OF 110 LBS. PER SO. YD. PER 1" DEPTH. TO BE PLACED IN _ _ LAYERS NOT LESS THAN 1" IN DEPTH OR GREATER THAN 14" IN DEPTH. PROP, APPROX. 415"ASPHALT CONCRETE BASE COURSE, TYPE 825.00, I E 1 AT AN AVERAGE RATE OF 613 LBS. PER SO. YD. 1 11 RUH C3 C3 C3 C$ NC FIRM LICENSE No.f-0093 — PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, GRADE G—' E2 AT AN AVERAGE RATE OF 114 LB3. PER SO. ID. PER 1" DEPTH. TO ORIGINAL 0.08 0.02 POINT0.02, 0.02, 4.. BE PLACED IN LAYERS NDT LESS THAN 4" IN DEPTH OR GREATER _ 0.08 THAN 51h" IN DEPTH. GROUND 3:7 0 I — — — — VAR see xsS •J 1 PROP. B' AGGREGATE BASE COURSE. El '.$" W 1.1 7-$" El T r•`l•5:7 A4A C - _ORIGINALGROUND 1 ,J 2 PROP. 8" AGGREGATE BASE COURSE. f VAR.EXIST.PVMT. GRADE TO THIS LINE P PRIME COAT AT THE RATE OF .35 GAL. PER 80. YARD. TYPICAL SECTION NO. 8 -L1- STA. 51+89.00 TO -L1- STA. 54+00.00 R1 PROP. SHOULDER BERM GUTTER *6' FULL DEPTH PAVED SHOULDER PROPOSED IN AREAS WITH GUARDRAIL ONLY **ROCK PLATING PROPOSED FOR ALL SLOPES STEEPER THAN 3:1 T EARTH MATERIAL. U EXISTING PAVEMENT. c -DWI- (BOAT RAMP ACCESS) �/ INCIDENTAL MILLING (SEE INCIDENTAL MILLING DETAIL SHEET 2A-1) 6' 2' VARIES j VARIES 2' 6' 10'TO 8' ! 10'TO 8' W WEDGING (SEE WEDGING DETAIL SHEET 2A-1) I ORIGINAL _ GRADE — ORIGINAL NOTE: ALL PAVEMENT SLOPES 1:1 UNLESS NOTED OTHERWISE GROUND i POINTGROUND 3 0.08 0.025 �. 0.025 •0.08 3;1 3;1 v 3:1 0 8" (.2) —GRADE TO THIS LINE TYPICAL SECTION NO. 9 -DW1- STA. 10+11.00 TO -DWI- STA. 14+37.00 EXISTING TEMP.PVMT. TRAVEL LANES WIDENING VARIES 0'-11'• ceO co 'O 1 EXIST._ 3,1 --,w 0, 8.5' F P._ ,.EIV C.,D v GRADE TO THIS LINE cc TEMPORARY WIDENING DETAIL A o -L- STA. 49+14± TO -L- STA. 54+67+/- RT DEC 04 Z099 cr. * WIDTH INCLUDES 2' PAVED SHOULDER ,, pP CITY 0R DI I� i�.t ID :I I Y V—*7 0 O, PROJECT REFERENCE NO. SHEET NO. ° PAVEMENT S C H E D U L E N. (FINAL PAVEMENT DESIGN) - - ROADWAY DESIGN PAVEMENT DESIGN. co ENGINEER ENGINEER Cl PROP. APPROX. 112" ASPHALT CONCRETE SURFACE COURSE, TYPE SB.SS. p;H.CA PP.'"" p1A1 CAROj?.y c -L1- r2pFOFE55/.i;/l�s C' ,'EE6E/p.;("ice'It; AT AN AVERAGE RATE OF 165 LBS. PER SOS YE. rs1 v SEAL ' ' . )'moo SEAL~�ti PROP. APPROX. 21+1" ASPHALT CONCRETE SURFACE COURSE, TYPE 89.513,AT AN F. 1‘.- I 7 j S C2 AVERAGE RATE OF 110 LBS. PER SO. YD. PER I" DEPTH. TO BE PLACED IN I L I, 030952 : 4 022896 11' 11' VARIES t I % LAYERS NOT LESS THAN 1" IN DEPTH OR GREATER THAN llp" IN DEPTH. PROPOSED VARIES VARIES - - ''ti`eftit4EE�r��q: ° �.4tit4 ta'o=i RETAINING 19'TO 33' 4'TO 6' .,.FIR,D t .. °Qo� MG PROP. APPROX. 2" ASPHALT CONCRETE 6URFACE COURSE, TYPE 58.68, WALL" PROP. FDPS _ VARIES _ C3 AT AN AVERAGE RATE OF 186 LBS. PER S0. YD. IN EACH OF TWO LAYERS. CONC. I 0'TO 7' DITCH** I FDPS DOCUMENT NOT CONSIDERED FINAL PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE 69.513,AT AN ( GRADE UNLESS ALL SIGNATURES COMPLETED C4 AVERAGE RATE OF 110 LBS. PER SO. YD. PER 1" DEPTH. TO BE PLACED IN POINT LAYERS NOT LESS THAN I" IN DEPTH OR GREATER THAN 11,8" IN DEPTH. C3 I y Q�' PROP. APPROX. 4Sh" ASPHALT CONCRETE BASE COURSE, TYPE B26.00, 0`02 I ONT 4-. 0,08` RS&tl E 1 AT AN AVERAGE HATE OF 513 LBS. PER SD. VD. ♦. Vqp NC FIRM LICENSE Na'F-0493 — PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B26.00, \4) O "*).$.)�xsC S E2 AT AN AVERAGE HATE OF 114 LBS. PEH 80. YD. PER i" DEPTH. TO s 7.5'� Q Mq,Y ORIGINAL BE PLACE" IN LAYERS NOT LESS THAN 4" IN DEPTH OR GflEATEfl ,,'1 _ THAN 518" IN DEPTH. GROUND GRADE TO THIS LINE J 1 PROP. 8" AGGREGATE BASE COURSE. TYPICAL SECTION NO. 2 J2 PROP. 5" AGGREGATE BASE COURSE. -L1- STA. 28+06.00 (END BRIDGE) TO STA. 33+35.00 *ROCK PLATING PROPOSED FOR ALL SLOPES STEEPER THAN 3:1 P PRIME COAT AT THE RATE OF .35 GAL, PER SO. YARD. ** SEE SHEET W-1 FOR CONC. DITCH DETAIL, AND SHEET W-2 FOR RETAINING WALL DETAIL R 1 PROP. SHOULDER BERM GUTTER c -L1— T EARTH MATERIAL. I 8' 6' 11' I 11' "6 . ' U EXISTING PAVEMENT. 9'W/GR I 9'W/GR I 6' 4/ INCIDENTAL MILLING (SEE INCIDENTAL MILLING DETAIL SHEET 2A-1) '� I GRADE C3 ! PO NT C3 w1 WEDGING (SEE WEDGING DETAIL SHEET 2A-1) `0? 0.02 Q.O B ORIGINAL .08 NOTE: ALL PAVEMENT SLOPES 1:1 UNLESS NOTED OTHERWISE GROUND 3, q•,1 A �qR. st_ 7.5" GRADE TO THIS LINE © "').g)�M X�S�C�S El El '�/ _ ORIGINAL GROUND TYPICAL SECTION NO. 4 -L1- STA. 33+35.00 TO -L1- STA. 39+45.00 *VARIABLE WIDTH FULL DEPTH PAVED SHOULDER PROPOSED IN AREAS WITH GUARDRAIL ONLY - SEE PLANS c. Al- i 1 31' - "'*6' - 11' - 11' 3' I 1 - I GRADE 0.025 POINT I 0.025 m RECEIVED TYPICAL SECTION NO. 7co DEC 2019 m* -L1- STA. 39+45.00 (BEGIN BRIDGE) TO aM d -L1- STA. 43+45.00 (END BRIDGE) ()CM-MID CITY o W ****6I SHOULDER REQUIRED FOR SPREAD D dr. • a" ECT REFERENCESHEET D• PAVEMENT SCH EDUL E C -L1- PRaB 4484 NG• _ 2ANI• n (FINAL PAVEMENT DESIGN)\ I ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER C1 PROP. APPRO%. 112' ASPHALT CONCRETE SURFACE COURSE, TYPE BB.6B, _ 8' _ *6' 11' I lY - *6' S . ICARO(''' oS �CA10,�,• AT AN AVERAGE RATE OF 186 L89. PEP BD. TO. 9'W/GR I 9'W/GR F yfllo'ESS/p',�'ri•'• .�'�ip�YESS/¢e;+'i''� I : SEAL - •: _ `,.SEAL t ? PROP. APPROX. 2I5' ASPHALT CONCRETE SURFACE COURSE, TYPE S9.6B,AT AN I i 030952 •• \ 022896 C2 AVERAGE RATE OF 110 LBS. PER SO. YD. PER 1" DEPTH. TO BE PLACED IN f lO.` �t� F !/2 LAYERS NOT LESS THAN 1" IN DEPTH OR GREATER THAN 112" IN DEPTH. VS I •••4� ''p;F,��A�,,, •••O,t �W....0,J • GRADE PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE BB.68, C3- POINT C3 C3 AT AN AVERAGE RATE OF IRS L89. PEP 3G. TO. IN EACH OF TWO LAYERS. I UMENT NOT CONSIDERED L PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE 88.38,AT AN ORIGINAL `Og -02 CC� UNLESS ALL SIGNATURES COMPLETED C4 LAYERSENOTRATE LESS THANLB3-IN PER DEPTH OR GREATER THANDEPTN;16O IE PLACED N DEPTH. IN GROUND 3:7 q{1 / frAR.gF 7.5'( T r•+1'S'1��y,�x�s�C� s ORIGINAL RS&H PROP. APPROX. 411" ASPHALT CONCRETE BASE COURSE, TYPE 826.0C, El El 44)9 _ E 1 AT AN AVERAGE RATE OF 613 LBS. PER SO. TO. GROUND NC FIRM LICENSE No:F-0493 GRADE TO THIS LINE PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 826.00, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1" DEPTH. TO E2 BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATER TYPICAL SECTION NO. 1 TRAN 516" IN DEPTH. of 1 PROP. 8" AGGREGATE BASE COURSE. -L1- STA. 17+00.00 TO -L1- STA. 19+50.00 ` -L1- STA. 43+45.00 (END BRIDGE) TO -L1- STA. 51 +89.00 J2 PROP. 8" AGGREGATE RASE COURSE. *VARIABLE WIDTH FULL DEPTH PAVED SHOULDER PROPOSED IN AREAS WITH GUARDRAIL ONLY - SEE PLANS **ROCK PLATING PROPOSED FOR ALL SLOPES STEEPER THAN 3:1 P PRIME COAT AT THE RATE OF .36 GAL. PER 80. YARD. R1 PROP. SHOULDER BERM GUTTER L -L1- PROPOSED _ VARIES VARIES 11' I 11' _ VARIES T EARTH MATERIAL. RETAINING 25'TO 27' 4'TO 6' 7'TO 9' WALL** PROP. FOPS j _, VARIES ., U EXISTING PAVEMENT. CONC. • I 4'TO 6' DITCH** I FOPS , j• GRADE V INCIDENTAL MILLING (SEE INCIDENTAL MILLING DETAIL SHEET 2A-1) --A Rl C3 POINT C3 0`02 I 0.02 Q OS S..y.,••I Vq w WEDGING (SEE WEDGING DETAIL SHEET 2A-1) © R s._ nA El 7.5" El XJ - ORIGINAL NOTE: ALL PAVEMENT SLOPES 1:1 UNLESS NOTED OTHERWISE GROUND GRADE TO THIS LINE SEE PLANS FOR ALL WEDGING LOCATIONS TYPICAL SECTION NO. 2 -L1- -L1- STA. 19+50.00 TO STA. 22+06.00 (BEGIN BRIDGE) *ROCK PLATING PROPOSED FOR ALL SLOPES STEEPER THAN 3:1 0 00 C3 ** SEE SHEET W-1 FOR RETAINING WALL AND CONC. DITCH DETAILS E2 E2 ...�. 4^ 4" 30'MIN. MIN. I I ( 0 Detail Showing Method of Wedging I 7.5" GRADE THIS LINTOE 50' WEDGING - - . I GRADE SHOULDER BERM GUTTER DETAIL VARIABLE MILLING Cl O J0.04, / POINTo.04. -L1- STA.19+34.00 TO -L1- STA. 21+95.00 LT -Ll- STA.20+49.00 TO -Ll- STA. 21+95.00 RT -Ll- STA.28+15.00 TO -Ll- STA. 34+11.00 LT I' ! - -Ll- STA.28+19.00 TO -Ll- STA. 29+74.00 R7 TYPICAL SECTION NO. 3 -L1- STA. 38+90.00 TO -L1- STA. 39+34.00 LT 1 „ 1Yz" -Ll- STA. 22+06.00 (BEGIN BRIDGE) TO -Ll- STA. 43+56.00 TO -Ll- STA. 43+72.00 LT co -L1- STA. 28+06.00 (END BRIDGE) _ D cc a. 27:1 Detail of Incidental Milling at Pavement Tie-ins ***4' SHOULDER REQUIRED FOR SIGHT DISTANCE `"�"'�=I / f s o i Use Detail ;� -Ll- STA. 54+00.00 TO STA. 54+50.00 DEC 04 2019 ,p PROJECT REFERENCE NO. SHEET NO. N STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS B-4484 IB mi CONVENTIONAL PLAN SHEET SYMBOLS BOUNDARIES AND PROPERTY: Note:Not to Scale *S.U.E. = Subsurface Utility Engineering WATER: RAILROADS: State Line ----- ---_ I I I I I I { Hedge Water Manhole ®o ___ _ CSX Gauge TSPORTATRW g Water Meter County Line RR Signal Milepost YRero Woods Line `"" �sr TsWater Valve Township Line ------ --- Switch I I Orchard Q 4 Q 0City Line Water Hydrant 40 Reservation Line • -— RR Abandoned -4 - Vineyard I Vineyard I UG Water Line LOS B (S.U.E*) Property Line RR Dismantled EXISTING STRUCTURES: UG Water Line LOS C (S.U.E*) —--•--— Existing Iron Pin O MAJOR: U/G Water Line LOS D (S.U.E*) — Computed Property Corner x RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert I cone { Above Ground Water Line A/C v°ter Property Monument p Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall- ) cone Er/ ( _ Parcel/Sequence Number ® Primary Horiz Control Point 0 MINOR: TV:' q TV Pedestal Existing Fence Line Primary Horiz and Vert Control Point , Head and End Wall / cone NW -x x x- Exist Permanent Easment Pin and Cap Pipe Culvert TV Tower Q Proposed Woven Wire Fence 0U/G TV Cable Hand Hole61 Proposed Chain Link Fence New Permanent Easement Pin and Cap O Footbridge >------T-� U/G TV TV Cable LOS B (S.U.E.*) --'--- Proposed Barbed Wire Fence- O Vertical Benchmark m Drainage Box: Catch Basin, DI or JB ❑CB — p U/G TV Cable LOS C (S.U.E.*) - —— Existing RightWay of Marker 0 Paved Ditch Gutter --- Existing Wetland Boundary ----�^--- U/G TV Cable LOS D (S.U.E.*) T" Existing Right of Way Line - Storm Sewer Manhole Os a Proposed Wetland Boundary • . U/G Fiber Optic Cable LOS B (S.U.E.*) -- Existing Endangered Animal Boundary u, New Right of Way Line OD Storm Sewer s U/G Fiber Optic Cable LOS C (S.U.E.*) —-—T'ro—— Existing Endangered Plant Boundary om New Right of Way Line with Pin and Cap— ® A UTILITIES: WG Fiber Optic Cable LOS D (S.U.E.*) TT TO Existing Historic Property Boundary - N,0 New Right of Way Line with ® ® POWER: GAS: Known Contamination Area:Soil -SC-9-SC-e- Concrete or Granite R/W Marker Existing Power Pole riP New Control of Access Line with Gas Valve 0 Potential Contamination Area: Soil -X°C- re-e- ® ® Proposed Power Pole Concrete C/A Marker Gas Meter Known Contamination Area:Water -NC-"-NC—"— AP- ExistingControl of Access — ; Existing Joint Use Pole g; USG Gas Line LOS B (S.U.E.*) --°- Potential Contamination Area:Water -"- -"- New Control of Access ® Proposed Joint Use Pole tyr, Gas Line LOS C (S.U.E.*) —--°--— Contaminated Site: Known or Potential .IV dvX Existing Easement Line —_E_— Power Manhole © LIG Gas Line LOS D (S.U.E.*) ° BUILDINGS AND OTHER CULTURE. New Temporary Construction Easement E Power Line Tower El Above Ground Gas Line A/G Goo Gas Pump Vent or LIG Tank Cap O Power Transformer 0 New Temporary Drainage Easement TDE Sign 0 sNew Permanent Drainage Easement PDE U/G Power Cable Hand Hole SANITARY SEWER: Well ww H-Frame Pole _--• Sanitary Sewer Manhole New Permanent Drainage/Utility Easement'X DUE Sanitary Sewer Cleanout 0Small Mine ' U/G Power Line LOS B (S.U.E.*) ---- --- New Permanent Utility Easement PUE USG Sanitary Sewer Line :: Foundation I I New Temporary Utility Easement TUE U� Power Line LOS C (S.U.E.*) ———s——— A/G Sanitery Sever Area Outline I I U/G Power Line LOS D (S.U.E.*) • Above Ground Sanitary Sewer New Aerial Utility Easement AUE SS Forced Main Line LOS B (S.U.E.*) -- :.--- Cemetery ? TELEPHONE: SS Forced Main Line LOS C (S.U.E.*) —--�+--— Building P fl ROADS AND RELATED FEATURES. School ----_ Existing Telephone Pole ♦- SS Forced Main Line LOS D (S.U.E.*) FSS Existing Edge of Pavement Proposed Telephone Pole -a- Church E =1 Existing Curb ----- Telephone Manhole p MISCELLANEOUS: Dam Proposed Slope Stakes Cut Utility Pole • HYDROLOGY. Telephone Pedestal 71 Proposed Slope Stakes Fill F Utility Pole with Base p Stream or Body of Water — CR Telephone Cell Tower Proposed Curb Ramp 0 Utility Located Object p Hydro, Pool or Reservoir __=J • U/G Telephone Cable Hand Hole Existing Metal Guardrail , Utility Traffic Signal Box m LVG Telephone Cable LOS B (S.U.E. )- Jurisdictiondl Stream —is — Proposed Guardrail T r T T Utility Unknown U/G Line LOS B (S.U.E.*) Ten Buffer Zone 1 az T p " " " U/G Telephone Cable LOS C (S.U.E.*) —--T--Existing — Cable Guiderail WG Tank;Water,Gas, Oil Buffer Zone 2 Si 2 on U/G Telephone Cable LOS D (S.U.E.*) T "� �' C' Proposed Cable Guiderail " €si c J (•) Flow Arrow T—••• •••— WG Telephone Conduit LOS B (S.U.E. ) ---*°--- Underground Storage Tank,Approx.Loc.— (us/ Equality Symbol 0 UG Telephone Conduit LOS C S.U.E.* — ---T -- M' Tank;Water,Gas,Oil v, d 1 Disappearing Stream ?— KCA4 p ( ) Geoenvironmental Boring F,t.J *"� "_ Pavement Removal .•��•��.�. • Spring er--- •�_.- U/G Telephone Conduit LOS D (S.U.E.*) T° C1J VEGETATION: UG Fiber Optics Cable LOS B S.U.E.* ---*�°--- UG Test Hole LOS A (S.U.E.*) W - . Wetland P ( ) — - ID C; r--- , : Single Tree C Abandoned According to Utility Records AATUR (t Proposed Lateral,Tail,Head Ditch >> > > U/G Fiber Optics Cable LOS C (S.U.E.*) ---T'°--— (C.; "° Single Shrub © End of Information E.O.I. False Sump U/G Fiber Optics Cable LOS D (S.U.E.*) T/0 16-OCT-2019 0C9:25 ' SiIUSERI�AMgaiu Modeling\84484_Rdy_xpl_L1.dgn . 6/23/16 NU 0 na __ n u II _. II 11 1 o u ■rfruruououora n u u II II I n antin 11 'u II n II 11 _. II 11 II II II rnlrurr[ [ II 11 I II 1' II II II 1 _ 11 II II :. ri ■1•,l 11 II ?•Irr■ ■ 11 ■ :arr■11■r[ II ann II 11 ■1• rr.a II nnEEurn MI ■r.a ■ ona..... ■ Er INA Ir ::lrr■ 1� 1 11 l••1 AIGr A I' ,I a 0 II • - II rli. • I INA 1 1 uu... -%mot --- r�irrorr■ .��h�:-. criilii 11 II II■IU. II■ I 1 1rr11 II CI 11 Ii P I ■�•� 11 11 n no, 'I II rerun' II 1 It ■I.1 '1 :�'■� W. 91r nrrr 1 t11( C I•'•- r. '.r.' di 1..II Ilrr■■Ill.., I■71 I. :•.lrurrr■ Irrrrrll [i •_� �11Ipp11J11 r:__ Ilrrrrl'�, (l- I[- _ :..■ •� IIR. I. 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R.S�NC FIRM LICENSE No:F-0493 I. ....G _ C B-4484 X-3 . .. Oil 1 i.. a .` C= s C C 7 h C....0 a . i I I C C I... . aG i GC C : I I i I I : I C I C C I CC C C C C CCCa I C i p C C C...:: a i : I C I C.0 C C C..0 C G C i G i �.� ow*. C C i C �'i a.u_'d n.a1 _ C ..IL itUirg L'�::1'd _ ii C 11 I _ no-mv.i C C 1...iiia' I C : i C r,rr.l C a C C C ....,,......0 5 I -.... _.MU.- i - :..... :.=ale.e a■°_■= G a .G _ ..cu. C : I i CICa•aa GC ll;,...' ■...11, C ' C C C : I C C i....4 ....:: C .. C more i i. �i %n l . - C uc__. �d. .' C i xno --_- -_ -- -- -- -pn.:x i a ;il�...0 :a5i �caac_acac_. __._ .. C .f. -r.,. Ll If:.li Pr�:6�i p,i]..n a l Cl ....-. e,o . ',ra.i1:r.0 ' - .l..,l - - I ....7, i C I e.e=.. G_.ea.e r r o.e.ca.r■ca .c= .ea. e.a .= -ee =...re i.! II -._a.c .,.unur until I -- -. - c■ci.c.caee.eser C a.C...0 i la....■ C C a C C C a C C C C C - ....::a C _ C - J ■...f. 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N NC FIRM LICENSE No:F-0493 L,-.lam-_..I m 7 ij pm: : : : :::: : : : : : 1,4 : - _ - -.... -■_7._ . _sealrc:.eaco■=f.=r=a.: : =¢see ■ i.r.lr!r.I...u I :•cal: ■.rrll,. : I'.-u:i■.:1\C.1:I\'. di.uu : :: : : : ' : : : :: : : : ■ : : : ...w:r. WEAN ,PIL■r:r•-. ..: II :. ■ : ■.■.A. : 7i,:::: : a _■,- - .c9M.r---.: .cowa.corea.o•=ae... a=see : _ _ l,.,.r•-..,SD..11 : p : : : : 1 ....- : : ■.... : : : : : ■..r : :L J •--•i -_. 11s c1 -II II .■rar: • p -..■. : : . p'xaee■oa.: _ __ acacaeor- a■oa■= - - - -aunt_■e : I rr'.•a'I,I...■.r 1 c...'■I.r•..Jl■■■r:1■I •.1r III rI I.. �.=�.a■C�■- : Y r■.r•,,I.`■■.....r..r..1 lr...r•.r_,I.r_-.......__.,I.I.r■i,r.I : ■rrrrlr. �I�J•� �aLI_J►- ■.. Iris..■ _ : _ 6 : L x : _ : : r Y - : ::: m 1 : 4■ anus ..ca.-_.c=.eaeer_ae.■ - cr=..ranee _ - m- a =lane u..ror■r■u•aru•■.uo.u.rrr■ruuu N~,`wi �.....� 1::1•Wil:w'I I:a il;r I' : o�¢:...rr : : : .a..r.. u.r. PROJ.REFERENCE NO. SHEET NO. - STATE OF NORTH CAROLINA B-4484 X-1A DIVISION OF HIGHWAYS Approximate quantities only. Unclassified excavation,fine grading, • clearing and grubbing,and removal of existing pavement will be paid for at the lump sum price for"Grading". NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT CROSS-SECTION SUMMARY _ Station Uncl.Exc. Embt Station Unci.Exc. Embt Station Uncl.Exc. Embt Station Uncl.Exc. Embt PHASE 1&2 PHASE 1&2 PHASE 3 EC GRADING L1 (cu.yd.) (cu.yd.) L1 (cu.yd.) (cu.yd.) Li (cu.yd.) (cu.yd.) L1 (cu.yd.) (cu.yd.) 17+00.00 _ 0 0 47+00.00 0 829 19+50.00 10 15_ 34+50.00 1 111 17+50.00 34 0 47+50,00 0 666 20+00.00 7 17 35+00.00 6 109 INDEX OF SHEETS 18+00.00 30 0 48+00.00 0 493 20+50.00 2 20 35+50.00 15 108 - 18+50.00 23 0 48+50.00 _ 2 354 21+00.00 _ 0 21 36+00.00 26 107 -L1- X-1 THRUX-24 19+00.00 30 0 49+00.00 7 241 21+50.00 0 20 36+50.00 37 110 -DWI- X-25 THRU X-26 19+50.00 29 6 49+50.00 14 180 37+00,00 42 128 20+00.00 15 284 50+00.00 22 149 Station UncL Exc. Embt 37+50,00 37 158 - 20+50.00 1 668 50+50.00 30 90 PHASE 3 38+00.00 27 207 21+00.00 0 _ 966 51+00.00 33 41 • L7 (cu.yd.) (cu.yd.) 38+50.00 13 261 21+50.00 0 1258 51+50.00 29_ 23 47+00.00 0 0 39+00.00 10 283 _ 22+00.00 0 1551 52+00.00 13 31 47+50.00 0 10_ 39+44.00 19_ 139 22+05.00 0 171 52+50.00 1 39 48+00.00 0 4 39+45.00 1 1 53+00.00 0 60 48+50.00 _ 2 2 39+50.00 12 1 , Station Uncl.Exc. Embt 53+50.00 1 67 49+00.00 7 2 40+00.00 493 0 PHASE 1&2 54+00.00 1 32 49+50.00 10 4 • Li (cu.yd.) (cu.yd.) 50+00.00 11 13 Station Unci.Exc. Embt 26+10.00 0 0 Station Uncl.Exc. Embt 50+50.00 10 20 EC GRADING - 28+50.00 0 2198 PHASE 1&2 ~51+00.00 6 24 L1 (cu.yd.) 29+00.00 0 2587 EL (cu.yd.) (cu.yd.) i 51+50.00 4 34 42+50.00 _ • 0 29+50.00 0 2425 49+50.00 0 0 52+00.00 _ 1 34 43+00.00 0_ 30+00.00 0 2153 50+00.00 3 4 52+50.00 0 35 43+45.00 i 565 0 , 30+50,00 0 1626 50+50.00 3 37 53+00.00 0 61 43+46.00 0 31+00.00 0 1607 51+00.00 3 70 53+50.00 1 49 43+50.00 23 0 _ 31+50.00 0 1478 51+50.00 3 73 54+00,00 2 17 44+00.00 135 65 - 32+00.00 0 1404 52+00.00 _ 5 66 _ 44+50.00 • 108 32+50.00 0 1268 52+50.00 8 80 Station Unci.Exc. Embt 45+00.00 • 83 33+00.00 0 1028 53+00.00 3 76 EC GRADING 45+50.00 0, 56 33+50.00 0, 773 53+50.00 3 61, Li (cu.yd.) (cu.yd.) 46+00.00 0 38 34+00.00 Oj 541 54+00.00 3 28 21+00.00 0 0 46+50.00 0 26 34+50.00 0 373 54+50.00 4 14 21+50.00 2 10 47+00.00 0 15 35+00.00 01 297 22+00.00 ' 308 6 47+50.00 0 7 35+50.00 8 231 Station Uncl.Exc. Embt 22+05.00 88 0 36+00.00 10 165 PHASE 1&2 22+06.00 16 0 36+50.00 9 148 Owl • (cu.yd.) (cu.yd.) 37+00.00 25 148 10+11.00 0 0 Station Uncl.Exc. Embt r 37+50.00 34 169 10+50.00 38 18 EC GRADING 38+00.00 26 302 11+00.00 118 0 L1 (cu.yd.) (cu.yd.) - 38+50.00 8 695 11+50.00 160 0 27+50.00 0 0 39+00,00 0 824 12+00.00 179 0 28+00.00 812 0 39+44.00 17 656 12+50.00 171 0, 28+06.00 176 0 39+45.00 1 8 13+00.00 146 0 28+10.00 98 0 ' 13+50.00 113 0 28+50.00 457 3 Station Uncl.Exc. Embt 14+00.00 112 0 29+00.00 74 42 PHASE 1&2 14+37.00 60 0 29+50,00 3 78 L1 (cu.yd.) (cu.yd.) 30+00.00 215 152 43+46.00 0 0 Station Uncl.Exc. Embt 30+50.00 6 260 43+50.00 D 92 PHASE 3 31+00.00 0 91 44+00.00 0 1203 Li (cu.yd.) (cu.yd.) 31+50.00 0 87 44+50.00 0 1239 17+00.00 0 0 32+00.00 0 79 - 45+00.00 0 1209 17+50.00 17, 5 32+50.00 0 76 45+50.00 0 1155 16+00.00 10 6 33+00.00 0 85 46+00.00 0 1076 18+50.00 11 6 33+50.00 0 99 46+50.00 0 972 19+00.00 11 9 34+00.00 0 108 - a r• f DFC04 /019 Z I:. II. fI7 3 Ii. It M. It. 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SHEET NO. _ RUH NC FIRM LICENSE No:F-0493 �� :rr: S 1 8-4484 X-1 5 G G I G iC [ C..: _ : C Am: HL [ [7 1E : `° ::: , �J : hi Oi : ;::::::CCU: r: G C : G C C G G C : = : 1G : : C C:: :r. :::: G : G 'C p - .. .... igil'4 .aan 1 1 II G G: 1 I. :.i.lV.1.'.r..l•/r.r�I'�1•1.II..0�a'I..r .r: .r'..�J•l.el.`I.,Illrrl�•!'.�Ilr/+:ll :.,.: :.:..-.. Ga.a.Ga.a.GC.�..a.�.aauL..L,sla. _. ■lit. V Yr uuev ' Y..b a ►■ •..uar. - ;.... .e,.-.., Fin. IjGC::j;, .a.Gaines.Ga.aaca.aat_.:9._.,,.erea:-.e,.e.r9re..le.e.r..G::R:,\ ' • 11.;1a IL: C : I .t .-..a■.i.araa.a■Gi.A.Ca.a.CEr_fl,.Efl9.!.!e■Gala - G: : G 1 - ll.,.rl, .1.1 : : : ....Till _....:r::a.,.,�.,r:C : : niimimm : : C : : : : : G : : C C : :1 MU! . : C I C C\.. I : - j:: iPV l--- -` - IV In a _■Gain. - ca : r' ' H *4l�171n 1:.—. nl4 i .: _ :o � . - ::::^:G -atc. •_ _ aaat- - ` .:2:rl m.r, - 1., u : :C.Ca.C.Ca.a.Ga.-non I ,.T. : 1^.1- Hair: 1 : : C...Ii4 . . 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N C .E�i C : : C C.= C : :C: off: �i :TI; .�I1 5C [ll lie J: 3 i't aE:: rI (�� s 5r9 7? �` :tom:C ij:1 :C i---C:::eer : N C : S ell : :■■u: : �' :: :.: = 7 C C. C NC FIRM LICENSE No:F-0493 0 5 lU PROJ.REFERENCE NO. SHEET NO, to : C E �� F leEkinj 8-4484 X-26 : G :: 2....G.....•...7.....I ill i�....... : p C : : : : CCCCCC■■■: :E:: C ::: _::::: : : : : : : : Ge : 7 : C CC 7 7 : : : C G G C : G N • : : : : : : p■■C : C 7 : ::1 7 : : C : : : G : ' : C C G : G :7 : : : :: : : : : : : :: : OCG : :: : : :G:: 7 C : : : :....: : : p :1 : ::: :::::: 7 I e : : : 17 7 7 : : : : C : :1 G : G : C : C p : C G p : : ■C C : 7 : ::::::.•••: yam C : G■laer■emator!u-.t ■G■ca■a.G:■..G_...,G^ 7 : :: i : . : 2 : -uu D :::: CC : 7 c■eate■en■meas ° : G uuuto r.G■■u■r.■ur p 1. :::: :: _ :° ;: :: �L :::;li : C cr..■■. : 7C ' : C : Itll ■.■ IrH .1illm a■ ^ ■ia.�■Ga■a.Ga■aiC�1! : I■3::\f �■■I�it�11 I:ll. : :G■ ■ . : ' UM: G It7' _■:)3. ' a■ca.aeare■��■ :: : : : : C`Le : :: fi :iiG : A p Cmif C■■C n � 7 G :o ■■ai;' C ' .4...:1 ' re �'P N 1 :gi"� ' n ciaJ 4 ,4 ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary BRAXTON C.DAVIS Director April 14,2020 N.C. Department of Transportation 1037 W H Smith Blvd Greenville,North Carolina 27835 Dear Sir or Madam: The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable,the State Dredge and Fill Law, for you to proceed with your project proposal.The original (buff-colored form) is retained by you and it must be available on site when the project is inspected for compliance. Please sign both the original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding means you have waived your right of appeal described below. If you object to the permit or any of the conditions,you may request a hearing pursuant to NCGS 113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of Administrative Hearings, 6714 Mail Service Center,Raleigh,NC 27611-6714, (919) 733-2698 within twenty(20)days of this decision on your permit. You should also be aware that another qualified party may submit an objection to the issuance of this permit within twenty(20)days. The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be carried out in accordance with your application. Modifications,time extensions,and future maintenance requires additional approval. Please read your permit carefully prior to starting work and review all project plans,as approved. If you are having the work done by a contractor, it would be to your benefit to be sure that he fully understands all permit requirements. From time to time, Department personnel will visit the project site.To facilitate this review,we request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning permit conditions,environmental safeguards,or problem areas,you may contact Department personnel at any time for assistance. By working in accordance with the permit,you will be helping to protect our vitally important coastal resources. Sincerely, /14"."1.1.64i Jonathan Howell Major Permits Manager N.C.Division of Coastal Management Enclosure NORTH CAROLINA North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557 252.8082808 DIVISION OF COASTAL MANAGEMENT 1 �a d APPLICATION TRANSMITTAL AND PROCESSING RECORD 1 A) APPLICANT:NC Department of Transportation County: Craven n LOCATION OF PROJECT: Bridge 138& 139 over the Neuse River on SR 1470 �j—iv( g5 DATE APPLICATION RECEIVED COMPLETE BY FIELD REP: 12/4/2019 110101 FIELD RECOMMENDATION: Attached: No To Be Forwarded: Yes on CONSISTENCY DETERMINATION: Attached: No To Be Forwarded: Yes fripi0 FIELD REPRESENTATIVE: Stephen Lane DISTRICT OFFICE: MHC r_ri_ 0\cc DISTRICT MANAGER REVIEW: Cathy Brittingham Cl Y\ /� B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $475(60/40%)V till 3/ v PUBLIC NOTICE REC'D:Advertise 12/8/2019 END OF NOTICE DATE: 12/28/2019 ADJ. RIP. PROP NOTICES REC'D: 11/4/2019 DEED REC'D: N/A APPLICATION ASSIGNED TO: Cathy Brittingham ON: C) 75 DAY DEADLINE:2/17/2020 150 DAY DEADLINE: MAIL OUT DATE: \IN0VC\ STATE DUE DATE: 11\D )a D FEDERAL DUE DATE: FED COMMENTS REC'D: (� PERMIT FINAL ACTION: ISSUE 1 I I o DENY DRAFT ON AGENCY DATE OBJECTIONS: NOTES COMMENTS YES NO RETURNED Coastal Management-Regional Representative li\8)alJ C. Coastal Management-LUP Consistency Otk7 `c C 1&. Division of Community Assistance 0\ `g11C\ ,i NC- Land Quality Section Division of Water Quality 140\ 3 ki'l I-aC v of /QC o ma pi Isc € Storm Water Management(DWQ) (-ii Qc\- No . LOo2OO 1 f a State Property Office 11V a° C g Division of Archives&History \ \\ 1\\C.j v �')G lth -Q W55 C,) 711 q ` . C Division of Highways Wildlife Resources Commission \\0\-10 '.ys ND (rvloc-bc-\-0c-iu cow -rds- Local Permit Office Division of Marine Fisheries U\\ 1'a0 �\�� V L/V. \;0- \5-Sp . 30 Corps of Engineers tk-Aior I SPpbJ- �017- OO9, 'j I P ``a7\Q-e_rrra 1 ' —, 51A4\\V\5\'‘ 55k1"\-- --4\°\(\ \ & ao v ivc _, N/A FS Sec-7 cods* MoA t,�11312,0 ✓ G� J -\o. ' C sty cq� DecoSign Envelope ID:63427487-67FA-4DC7-BEFE-1C8B4F24B1ED ti4r,7‘ qoi ROY COOPER � Governor MICHAEL S. REGAN ,,,, Secretary `'°o"""� S. DANIEL SMITH NORTH CAROLINA Director EnWrotunental Quality March 24,2020 Mr.Casey Whitley NCDOT,Division 2 1037 W.H.Smith Blvd. Greenville,NC 27835 Subject: 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act and Neuse Buffer Authorization with ADDITIONAL CONDITIONS for the proposed replacement of Bridges 138 and 139 over the Neuse River and overflow on SR 1470(Maple Cypress Road)in Craven County. TIP No.B- 4484 NCDWR Project No.20200142 Dear Mr.Whitley: Attached hereto is a copy of Certification No.WQC004214 issued to The North Carolina Department of Transportation(NCDOT)dated March 24,2020. If we can be of further assistance,do not hesitate to contact us. Sincerely, Dusigned by: Cx • 9C9886312DCD474... S.Daniel Smith Director cc: Tom Steffens,US Army Corps of Engineers,Washington Field Office Jay Johnson,NCDOT,Division 2 Gary Jordan,US Fish and Wildlife Service Travis Wilson,NC Wildlife Resources Commission Cathy Brittingham,Division of Coastal Management Stephen Lane,Division of Coastal Management Beth Harmon,Division of Mitigation Services Garry Ward,NCDWR Washington Regional Office File Copy ENorth Carolina Department of Environmental Quality i Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617 °"��1116`�` '�� 919.707.9000 DocuSign Envelope ID:63427487-67FA-4DC7-BEFE-1C8B4F24B1ED 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act and Neuse Buffer Authorization with ADDITIONAL CONDITIONS THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Resources(NCDWR)Regulations in 15 NCAC 2H.0500 and 15A NCAC 2B.0233. This certification authorizes the NCDOT to impact 2.78 acres of jurisdictional wetlands and 11,843 square feet of protected riparian buffer in Craven County. The project shall be constructed pursuant to the application dated received January 27,2020 and additional information received March 12,2020. The authorized impacts are as described below: Wetland Impacts in the Neuse River Basin Wetland Fill Wetland Fill Wetland Wetland Wetland Total Site Permanent Temporary Excavation Mechanized Hand (ac) (ac) (ac) Clearing(ac) Clearing (8e) (ac) 1 0.438 -- -- 0.296 -- 0.734 2 0.654 0.294 0.196 0.907 -- 2.051 Total 1.092 0.294 0.196 1.203 -- 2.785 Riparian Buffer Impacts in the Neuse River Basin Site Zone 1 minus =Zone 1 Zone l Zone 2 minus =Zone 2 Zone 2 Impact Wetlands Buffers(not Buffer Impact Wetlands Buffers(not Buffer (sq ft) in Zone 1 wetlands) Mitigation (sq ft) in Zone 2 wetlands) Mitigation (sq ft) (sq ft) Required (sq ft) (sq ft) Required (using 3:1 (using 1.5:1 ratio) ratio) 1 7479 2544 4935 n/a 4364 1366 2998 n/a n/a=impacts associated with bridge construction,no mitigation required Total buffer impacts= 11,843 square feet The application provides adequate assurance that the discharge of fill material into the waters of the Neuse River Basin in conjunction with the proposed activity will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore,the State of North Carolina certifies that this activity will not violate the applicable portions of Sections 301,302,303,306,307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. This approval is only valid for the purpose and design that you submitted in your application dated received January 27,2020 and revised application submitted March 12,2020. Should your project change,you are required to notify NCDWR and submit a new application. If the property is sold,the new owner must be given a copy of this Certification and approval letter,and is thereby responsible for complying with all the conditions. If any additional wetland impacts,or stream impacts,for this project(now or in the future)exceed one acre or 300 linear feet, respectively,additional compensatory mitigation may be required as described in 15A NCAC 2H .0506(h)(6)and (7). Additional buffer impacts may require compensatory mitigation as described in 15A NCAC 2B .0233. For this approval to remain valid,you are required to comply with all the conditions listed below. In addition,you should obtain all other federal,state or local permits before proceeding with your project including(but not limited to) Sediment and Erosion control,Coastal Stormwater,Non-discharge and Water Supply watershed regulations. This Certification shall expire on the same day as the expiration date of the corresponding Corps of Engineers Permit. 11:11E North Carolina Department of Environmental Quality I Division of Water Resources 410) 512 North Salisbury Street 11617 Mail Service Center I Raleigh.North Carolina 27699-1617 °""�r ••=mY1O�� .. 919.707.9000 DpcuSign Envelope ID:63427487-67FA-4DC7-BEFE-1C8B4F24B1ED Condition(s)of Certification: 1. Compensatory mitigation for impacts to 2.5 acres of riparian wetlands shall be required. We understand that you have chosen to perform compensatory mitigation for impacts to wetlands through use of the North Carolina Division of Mitigation Services(DMS)(formerly NCEEP),and that the DMS has agreed to implement the mitigation for the project. The DMS has indicated in a letter dated October 3,2019 that they will assume responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for the above-referenced project,in accordance with DMS's Mitigation Banking Instrument signed June 14,2016. 2. All moratoriums on construction activities established by the NC Wildlife Resources Commission(WRC), US Fish and Wildlife Service(USFWS),NC Division of Marine Fisheries(DMF),National Marine Fisheries Service(NMFS)shall be implemented. Exceptions to this condition require written approval by the resource agency responsible for the given moratorium. A copy of the approval from the resource agency shall be forwarded to DWR. 3. Adherence to The Guidelines for Avoiding Impacts to the West Indian Manatee:Precautionary Measures for Construction Activities in North Carolina Waters will be required throughout construction. 4. 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 at Site 2. This update shall be conducted two growing seasons after completion of the work at Site 2 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. [15A NCAC 02H.0506(c)(2)] 5. The issuance of this certification does not exempt the Permittee from complying with any and all statutes,rules, regulations, or ordinances that may be imposed by other government agencies(i.e. local, state, and federal) having jurisdiction, including but not limited to applicable buffer rules, stormwater management rules, soil erosion and sedimentation control requirements,etc. 6. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings submitted for approval. [15A NCAC 02H.0507(c)and 15A NCAC 02H .0506(b)(2)and(c)(2)] 7. The outside buffer,wetland or water boundary located within the construction corridor approved by this authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this certification. [15A NCAC 02H.0501 and.0502] 8. During the construction of the project,no staging of equipment of any kind is permitted in waters of the U.S.,or protected riparian buffers. [15A NCAC 02H.0506(b)(2)] 9. Unless otherwise approved in this certification,placement of culverts and other structures in open waters and streams shall be placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches,to allow low flow passage of water and aquatic life. Design and placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or streambeds or banks,adjacent to or upstream and downstream of the above structures.The applicant is required to provide evidence that the equilibrium is being maintained if requested in writing by NCDWR. If this condition is unable to be met due to bedrock or other limiting features encountered during construction,please contact NCDWR for guidance on how to proceed and to determine whether or not a permit modification will be required. [15A NCAC 02H.0506(b)(2)] 10. If multiple pipes or barrels are required,they shall be designed to mimic natural stream cross section as closely as possible including pipes or barrels at flood plain elevation and/or sills where appropriate. North Carolina Department of Environmental Quality I Division of Water Resources CLJ!" EQ):0` 512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617 o.'.w r{r.w...r o.wr 919.707.9000 DpcuSign Envelope ID:63427487-67FA-4DC7-BEFE-1C8B4F24B1ED Widening the stream channel should be avoided. Stream channel widening at the inlet or outlet end of structures typically decreases water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage.[15A NCAC 02H.0506(bX2)] 11. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags,rock berms,cofferdams and other diversion structures shall be used to prevent excavation in flowing water. [15A NCAC 02H.0506(b)(3)and(c)(3)] 12. The dimension,pattern and profile of the stream above and below the crossing shall not be modified. Disturbed floodplains and streams shall be restored to natural geomorphic conditions.[15A NCAC 02H.0506(b)(2)] 13. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage. [I5A NCAC 02H.0506(b)(2)] 14. 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 stream elevation,and streambank contours are restored and maintained. 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 in a manner that precludes aquatic life passage. [15A NCAC 02H.0506(b)(2)] 15. Any rip-rap used for stream or shoreline stabilization shall be of a size and density to prevent movement by wave,current action,or stream flows and shall consist of clean rock or masonry material free of debris or toxic pollutants. Rip-rap shall not be installed in the streambed except in specific areas required for velocity control and to ensure structural integrity of bank stabilization measures. [15A NCAC 02H.0506(b)(2)] 16. As a condition of this 401 Water Quality Certification,the bridge demolition and construction must be accomplished in strict compliance with the most recent version of NCDOT's Best Management Practices for Construction and Maintenance Activities. [15A NCAC 02H.0507(d)(2)and 15A NCAC 02H .0506(b)(5)] 17. Bridge piles and bents shall be constructed using driven piles(hammer or vibratory)or drilled shaft construction methods.More specifically,jetting or other methods of pile driving are prohibited without prior written approval from the NCDWR first. [15A NCAC 02H.0506(b)(2)] 18. All bridge construction shall be performed from the existing bridge,temporary work bridges,temporary causeways,or floating or sunken barges. If work conditions require barges,they shall be floated into Xposition and then sunk. The barges shall not be sunk and then dragged into position.Under no circumstances should barges be dragged along the bottom of the surface water. [15A NCAC 02H .0506(b)(3)] 19. A turbidity curtain will be installed in the stream if driving or drilling activities occur within the stream channel,on the stream bank,or within 5 feet of the top of bank.This condition can be waived with prior approval from the NCDWR. [15A NCAC 02H.0506(b)(3) 20. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across the bridge and pre-treated through site-appropriate means(grassed swales,pre-formed scour holes,vegetated buffers,etc.)before entering the stream. To meet the requirements of NCDOT's NPDES permit NCS0000250,please refer to the most recent version of the North Carolina Department of Transportation Stormwater Best Management Practices Toolbox manual for approved measures. [15A NCAC 02H .0507(d)(2)and 15A NCAC 02H.0506(b)(5)] North Carolina Department of Environmental Quality I Division of Water Resources 1.4\ 512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617 V 919.707.9000 DpcuSign Envelope ID:63427487-67FA-DC7-BEFE-1C8B4F24B1ED 21. The post-construction removal of any temporary bridge structures must return the project site to its preconstruction contours and elevations. The impacted areas shall be revegetated with appropriate native species including woody species.[15A NCAC 02H.0506(b)(2)] 22. 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.[15A NCAC 02H.0506{b)(3)and(c)(3)and 15A NCAC 02B.0200] 23. 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 NCDOT Sediment and Erosion Control Manual. 24. 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. 25. 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. 26. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this Certification. [15A NCAC 02H.0506(b)(3)and(c)(3)] 27. Erosion control matting in riparian areas shall not contain a nylon mesh grid which can impinge and entrap small animals. Matting should be secured in place by staples,stakes,or wherever possible live stakes of native trees. Riparian areas are defined as a distance 25 feet from top of stream bank. [15A NCAC 02B.0224,.0225] 28. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,then design and placement of temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands,stream beds,or banks,adjacent to or upstream and downstream of the above structures. All sediment and erosion control devices shall be removed from wetlands and waters and the natural grade restored within two(2)months of the date that the Division of Energy,Mining and Land Resources(DEMLR)or locally delegated program has released the specific area within the project. [15A NCAC 02H.0506(b)(3)and(c)(3)] 29. Pursuant to 15A NCAC 2B.0233(6),sediment and erosion control devices shall not be placed in Zone 1 of any Neuse Buffer without prior approval by the NCDWR. At this time,the NCDWR has approved no sediment and erosion control devices in Zone 1,outside of the approved project impacts,anywhere on this project. Moreover,sediment and erosion control devices shall be allowed in Zone 2 of the buffers provided that Zone 1 is not compromised and that discharge is released as diffuse flow. 30. All stormwater runoff shall be directed as sheetflow through stream buffers at non-erosive velocities, unless otherwise approved by this certification.(15A NCAC 2B.0233) 31. New roadside ditches that do not control for nitrogen and attenuate flow before discharging through the riparian buffer are prohibited[15A NCAC 2B.0233(6)] 32. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1,unless otherwise authorized by this certification. [15A NCAC 02H.0506(b)(2)] 33. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the project by the end of the growing season following completion of construction. [15A NCAC 02H.0506(b)(2)] iD E Q) North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street! 1617 Mail Service Center I Raleigh,North Carolina 27699-1617 OsporlwEll mmlaOrd"�� 919.707.9000 DgcuSign Envelope ID:63427487-67FA-4DC7-BEFE-1C8B4F24B1ED 34. All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the preconstruction contours and revegetated.Maintained buffers shall be permanently revegetated with non-woody species by the end of the growing season following completion of construction. For the purpose of this condition,maintained buffer areas are defined as areas within the transportation corridor that will be subject to regular NCDOT maintenance activities including mowing.The area with non- maintained buffers shall be permanently revegetated with native woody species before the next growing season following completion of construction.(15A NCAC 2B.0233) 35. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is prohibited. [15A NCAC 02H.0506(b)(3)] 36. There shall be no excavation from,or waste disposal into,jurisdictional wetlands or waters associated with this permit without appropriate modification. Should waste or borrow sites,or access roads to waste or borrow sites,be located in wetlands or streams,compensatory mitigation will be required since that is a direct impact from road construction activities.[15A NCAC 02H.0506(b)(3)and(c)(3)] 37. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of waters from fuels, lubricants, hydraulic fluids, or other toxic materials. [15A NCAC 02H.0506(b)(3)] 38. The permittee and its authorized agents shall conduct its 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. If the NCDWR determines that such standards or laws are not being met(including the failure to sustain a designated or achieved use)or that State or federal law is being violated, or that further conditions are necessary to assure compliance, the NCDWR may reevaluate and modify this certification. [15A NCAC 02B.0200] 39. The Permittee shall report any violations of this certification to the Division of Water Resources within 24 hours of discovery. [15A NCAC 02B.0506(b)(2)] 40. The NCDOT will conduct a pre-construction meeting with all appropriate staff to ensure that the project supervisor and essential staff understand the permit conditions and any potential issues at the permitted site. NCDWR staff shall be invited to the pre-construction meeting. [15A NCAC 02H.0506(b)(2)and(b)(3)] 41. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition, the Water Quality Certification and all subsequent modifications,if any,shall be maintained with the Division Engineer and the on-site project manager. [15A NCAC 02H .0507(c)and 15A NCAC 02H .0506(b)(2)and (c)(2)] Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon the expiration of the 404 or CAMA permit. If you wish to contest any statement in the attached Certification you must file a petition for an administrative hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within sixty(60)days of receipt of this notice. A petition is considered filed when it is received in the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm,except for official state holidays. The original and one(1)copy of the petition must be filed with the Office of Administrative Hearings. The petition may be faxed-provided the original and one copy of the document is received by the Office of Administrative Hearings within five(5)business days following the faxed transmission. The mailing address for the Office of Administrative Hearings is: ,D E Q de) North Carolina Department of Environmental Quality I Division of Water Resources eipmftali r�ie+r� 512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617 919.707.9000 Dc,cuSign Envelope ID:63427487-67FA-4DC7-BEFE-1C8B4F24B1ED Office of Administrative Hearings 6714 Mail Service Center Raleigh,NC 27699-6714 Telephone:(919)-431-3000,Facsimile:(919)431-3100 A copy of the petition must also be served on DEQ as follows: Mr. Bill Lane,General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh,NC 27699-1601 This the 24'h day of March,2020 DIVISION OF WATER RESOURCES DoeuSigned by: 9C9886312DCD474... S.Daniel Smith Director WQC No.004214 ODE Q) North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617 °'�`" `"~��'�'�� 919.707.9000 coo SUTt ,,,i4W. 4 4 1----z IN40 ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary BRAXTON C.DAVIS Director MEMORANDUM TO: Cathy Brittingham FROM: Stephen Lane SUBJECT: Comments&Recommendations -CAMA Major Permit- NCDOT-Replacement of Bridges 138 and 139, Craven County DATE: April 8,2020 The following are my comments and recommendations regarding the above mentioned proposal. The request is to replace Bridge 138 over the Neuse River and Bridge 139 over an adjacent overflow on SR 1470 with two new bridges on a new alignment in Craven County, including realignment of roadway approaches and utility relocations. Based upon my review I have no objection to the issuance of this permit but offer the following conditions: XIn order to protect fisheries resources within the Neuse River, no in-water work shall be conducted of the Neuse River from February 15 through September 30, without prior approval of the NC Division of Coastal Management(DCM),in consultation with the appropriate resource agencies. V/ In order to protect the West Indian Manatee, Trichechus manatus,the applicant shall implement the U.S. Fish &Wildlife Service's Guidelines,and strictly adhere to all requirements therein.The guidelines can be found at http://www.fws.gov/nc- es/mammal/manatee guidelines.pdf.I3/ In accordance with commitments made by the permittee, the following National Marine Fisheries Service guidance shall be followed: the use of a pile cushioning block for all in- water pile driving operations shall be utilized to further protect Atlantic Sturgeon. GD_EQ) oare.M aur...r.r uru, North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City.North Carolina 28557 252.808.2808 NCDOT-Replacement of Bridges 138 and 139,Craven County Comments and Recommendations Page 2 Turbidity curtains shall be used wherepracticable to isolate all in-water work areas from the adjacent waters of the Neuse River and adjacent overflow, including but not limited to existing bridge, pile installation, and pile removal. The turbidity curtains shall be of sufficient length and effectiveness to prevent a visible increase in the amount of suspended sediments in adjacent waters. The turbidity curtains shall encircle the immediate work area, but, shall not impede navigation. The turbidity curtains shall be properly maintained and retained in the water until construction is complete and shall only be removed when turbidity within the curtains reaches ambient levels. iAll construction access shall be through the use of the existing bridge,temporary work bridges,platforms,barges,partially constructed new bridges,Mora fill areas, and existing high ground areas. yBarges shall be utilized only in areas of sufficient depth such that the barges avoid contact with the bottom and do not rest on the bottom during periods of low flow in the river. 7 Caution shall be utilized with placement and removal of any barges to ensure that impacts to shallow water bottom habitat are avoided and minimized to the maximum extent practicable. yThe installation of the bridge piles shall be accomplished by pile driving and/or the use of a vibratory hammer. Should the permittee and/or its contractor desire to utilize another type of pile installation, such as drilled shaft construction or jetting, additional authorization from DCM shall be required. j Uncured concrete or water that has been in contact with uncured concrete shall not be allowed to contact waters of the State or waters that will enter waters of the State. Pilings from the existing bridge,temporary work bridge,as well as any remnant structures from previous bridges,shall be removed in their entirety. In the event that a piling or other component breaks during removal and cannot be removed in its entirety,the piling or other component may be cut off flush with the bed of the water body and DCM shall be notified of each occurrence within one working day. lyJetting shall not be utilized for the removal of the piles for the existing bridges or temporary work bridges. Should the permittee and/or its contractor propose to utilize jetting on the project, additional authorization from DCM shall be required. D E Q) 4:r.,..,„0 Emkomormft,1•0, North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City.North Carolina 28557 252.8082808 NCDOT- Replacement of Bridges 138 and 139, Craven County Comments and Recommendations Page 3 1 The existing bridge,and temporary work bridges, including piles,shall be removed in their entirety within 90 days after they are no longer needed. However, if this timeframe occurs while the moratorium referenced in Condition Number 1 of this permit is in effect,then the existing bridge and temporary work bridges, including piles, shall be removed in their entirety within 90 days of the moratorium end date. The retaining walls shall be in place prior to any backfilling activities. The retaining walls shall be structurally tight so as to prevent seepage of fill materials through the structure. ,F c eKt 1/Placement of riprap rel4iall be limited to the areas as depicted on the attached `/ workplan drawings. The riprap material shall be clean and free from loose dirt or any pollutant except in trace quantities. The riprap material shall be of a size sufficient to prevent its movement from the approved alignment by wave or current action. The riprap material shall consist of clean rock or masonry materials such as but not limited to granite, marl, or broken concrete.1No excavation or filling shall take place at any time in any vegetated wetlands or surrounding waters outside of the alignment of the areas indicated on the authorized workplan drawings, without permit modification. JI6 All fill material shall be clean and free of any pollutants except in trace quantities.iMaterial excavated at the project site may be used in fill areas associated with the project or shall be removed from the site and taken to a high ground location. 18 All excavated materials shall be confined above the normal water level and landward of regularly or irregularly flooded wetlands behind adequate dikes or other retaining structures to prevent spillover of solids or seepage of effluent into any wetlands or surrounding waters. jThe temporary placement and double handling of any excavated or fill material within wetlands or waters of the State is not authorized, with the exception of the authorized - temporary fill areas associated with the channel relocation. 2 20 Construction mats or other methodologies shall be utilized within all temporary fill areas to minimize temporary wetland impacts. The mats and/or other structures shall be removed immediately when no longer necessary. D E Q_ � raoAn+" nn North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City.North Carolina 28557 252.8082808 NCDOT-Replacement of Bridges 138 and 139,Craven County Comments and Recommendations Page 4 Any waste materials or debris generated in the demolition and removal of the existing bridge and/or construction of the new bridge or roadway shall be disposed of at an approved upland site or shall be recycled in an environmentally appropriate manner provided appropriate authorizations from any relevant state,federal,or local authorities are obtained. AThe authorized temporary work bridges shall be elevated a minimum of 10.5 feet above� the normal water level of the Neuse River as measured from the low chord of the structure. j23 y voids in wetlands or shallow bottom habitat caused by the removal of the temporary work bridge and/or temporary fill areas shall be restored to the elevation of pre-existing conditions with suitable material. The permittee shall notify DCM's Transportation Project Field Representative in Morehead City to provide DCM with an opportunity to inspect the material for suitability prior to backfilling. 2 There shall be no clearing or grubbing of wetlands outside of the areas indicated for impacts on the attached workplan drawings without prior approval from DCM. 25 The permittee shall minimize the need to cross wetlands in transporting equipment to the maximum extent practicable.IDuring construction of the bridges and work platforms, and removal of the existing bridges and work platforms, the permittee shall make every attempt to maintain the same navigation that is currently possible in the Neuse River. If this is not possible, then adequate notice shall be provided to the public that navigation will be limited during construction. The notice shall include an estimate of the amount of time that the limited navigation will occur. /47 The permittee shall install and maintain, at his expense,any signal lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. Tor further information,the permittee should contact the U.S. Coast Guard Marine Safety Office At a minimum,permanent reflectors shall be attached to the structure in order to make it more visible during hours of darkness or inclement weather. This project shall be constructed in accordance with the permittee's Stormwater Management Plan dated 8/7/19, and the provisions of the NCDOT's National Pollutant Discharge Elimination(NPDES) Stormwater Permit NCS000250, including the applicable requirements of the NCG01000. 2�/Construction staging areas shall be located only in upland areas, and not in wetlands or waters of the State. 9M�lM 9YY�tYviYq� North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557 252.8082808 NCDOT-Replacement of Bridges 138 and 139,Craven County Comments and Recommendations Page 5 30 Due to the possibility that compaction, and/or other site alterations might prevent the 0 \ temporary wetland impact areas from re-attaining pre-project wetland functions,the na7' permittee shall provide an update on the wetland areas temporarily impacted by this 0° X\QP project. This update shall be conducted two growing seasons after completion of the wt work at the project site and shall consist of photographs and a brief written report on the progress of these temporarily impacted areas in re-attaining their pre-project wetland functions. Upon submission of this update, the permittee shall hold an agency field meeting to determine if the wetland areas temporarily impacted by this project have re- attained pre-project wetland functions. If the wetland areas temporarily impacted by the project have not re-attained pre-project wetland functions, the appropriate regulatory agencies will determine whether compensatory wetland mitigation shall be required. 3>-All reasonable efforts shall be made to contain all debris and excess materials associated with removal of the existing bridges and other structures, and construction of the new bridges, with the intent that materials/debris do not enter wetlands or waters of the State, even temporarily. yThe demolition plan for removal of the existing bridge structures shall be submitted to DCM for review and approval prior to commencement of the demolition activities. This project shall conform to all requirements of the NC Sedimentation Pollution Control �/ Act and the N.C. Department of Transportation's (NCDOT) Memorandum of Agreement with the Division of Energy, Mineral, and Land Resources. jIn order to protect water quality, runoff from construction shall not visibly increase the amount of suspended sediments in adjacent waters. 6' Any utility work associated with this project that is not specifically depicted on the attached workplan drawings, or described within the attached permit application, shall require approval from DCM, either under the authority of this permit, or by the utility company obtaining separate authorization.iThe permittee shall exercise all available precautions in the day-to-day operation of the acility to prevent waste from entering the adjacent wetlands and waters of the State.j37 evelopment authorized by this permit shall only be conducted on lands owned by NCDOT and/or its right-of-way and/or easements. Utility work associated with the project shall be only be conducted on lands owned by the utility and/or its right-of-way and/or easements. £D_EQ„..) NORTH Ain �/ OIr��M 6MM�YI O0M,\ North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City.North Carolina 28557 252.8082808 NCDOT-Replacement of Bridges 138 and 139,Craven County Comments and Recommendations Page 6 yIf it is determined that additional permanent and/or temporary impacts are necessary that are not shown on the attached workplan drawings or described in the authorized permit application, a permit modification and/or additional authorization from DCM may be required. The permittee shall contact a representative of DCM prior to commencement of any such activity for this determination and any permit modification.i3This permit does not eliminate the need to obtain any additional state, federal, or local permits, approvals or authorizations that may be required.740 , e permittee and/or its contractor shall contact the DCM Transportation Field Representative in Morehead City at (252) 808-2808 to request a pre-construction conference prior to project initiation. D_EQ) North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City.North Carolina 28557 252.8082808 h 74 zei �t • rdeh "` A. .S K K 'q�d� Ct.• NORTH CAROLINA �j� Environmental Quality �ntr s/P C41. TC/ 'Pas s oh �� e r�'Ao �pN Br;� °ay o �s'od�•��r„d/e c F-4-19 9ha/h PC"e�c/V° c�s's/,°/ cgo��a �o�o °�/ri0". -111?M 7,��3 cFsq�ti ca170 to. °� �o dp/ qM (0 �'000�Morn/n �1!�Nc�s rP�oo,�s a ksoro Br/�P�38,3 crd�P S�J 7tilo t P/ease sP �Cd thl; s/'cs, @i2c�"0/2 c/dc 9pcyf Co�,n d Sq.stP he p�bj;c P at�aCh h�,ents ty ��c P S�4 ff,� a Pr t s 4�/ FF sd Pdr Thom oJec ; for yo essyo ,Ss// c RP�v/a s'9 Ste d/so N Urrn Or U�Pr� �� i?—kri /� Z�S�4r� tort Project ens /�/ng o as Project ro. Sep 4��t'V y corps M n fna/ leCtis • 4'ai/ QJPlit ��'? to• ,7 N scree e/N'e6'Pr �M'�Sr�eroCPss/ s4s'diCio4s SI 46I5 CZ)889 H.an�o as d/j/P erh0%/ds C�gss/F/C'q r'°SSPC4�P pNha d�attdCA�i T/�N l/ d'°'orO so'de P�t�`o NC�4SS/F/F 4-7 �d� nPQ'a,�o, questions D o,� close Nhen appropriate, S Z� atvo a ny _ )7` �Q D CO/��ent,s,`r a 9 °� Wended changes ribed in the attached Currently in processing. iEQe) ronmenta........\.„-- l Quality Division of Coastal Management coerce Avenue I Morehead City.North Carolina 28557 252.8082808 1 1 From: Harrison,James A <James.Harrison@ncdenr.gov> Sent Tuesday,April 07, 2020 10:56 AM To: Lane, Stephen <stephen.lane@ncdenr.gov> Subject Re: [External] B-4484 Major CAMA Permit Stephen, DMF does not object to using the established moratorium (15 Feb - 30 Sept)for this project.Thank you! Jimmy Jimmy Harrison Habitat and Enhancement Section NC Division of Marine Fisheries james.harrison@ncdenr.gov <mailto james.harrison@ncdenr.gov> 252-948-3835 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Lane, Stephen <stephen.lane@ncdenr.gov <mailto:stephen.lane@ncdenr.gov> > Sent Tuesday, April 7, 2020 9:50 AM To: Harrison, James A <James.Harrison@ncdenr.gov <mailto:James.Harrison@ncdenr.gov> > Subject FW: [External] B-4484 Major CAMA Permit Hi Jimmy, Hope you are doing well today! Just got this update from Phil and thought I would pass it along to you to keep you up to date with the latest information that we have. Give me a call if you have any questions or need clarification on anything. Thanks, Stephen From: Lane, Stephen Sent: Tuesday,April 07, 2020 8:45 AM To: Phil May <phil.may@carolinaeco.com <mailto:phil.may@carolinaeco.com> > Cc: Brittingham, Cathy <cathy.brittingham@ncdenr.gov <mailto:cathy.brittingham@ncdenr.gov> >;Whitley, Casey K <ckwhitley@ncdot.gov <mailto:ckwhitley@ncdotrgov> > Subject: RE: [External] B-4484 Major CAMA Permit We appreciate this input Phil, as it makes things a little less complicated. We are still working on a decision on the moratorium, but we will let you know something as soon as we find out. Thanks, Stephen From: Phil May <phil.may@carolinaeco.com <mailto:phil.may@carolinaeco.com> > Sent: Monday, April 06, 2020 3:52 PM To: Lane, Stephen <stephen.lane@ncdenr.gov <mailto:stephen.lane@ncdenr.gov> > Cc: Brittingham, Cathy <cathy.brittingham@ncdenr.gov <mailto:cathy.brittingham@ncdenr.gov> >;Whitley, Casey K <ckwhitley@ncdot.gov <mailto:ckwhitley@ncdot.gov> > Subject: RE: [External] B-4484 Major CAMA Permit CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to report.spam@nc.gov <mailto:report.spam@nc.gov> Stephen, Due to continued conversation with NMFS regarding the details of their final approval letter, the Division has decided to commit to pile cushions for B-4484 and not allow contractors the option to use bubble curtains for this project. With bubble curtains only being used once in the state so far, DOT does not have standard specs and doesn't want to rush into that without some more evaluation of the proper kind of curtain and implementation for the bid that is coming up soon. They may still be evaluated for future projects. We would still like to see if it would be acceptable for the moratorium to begin on 2/15, considering the contractor will be required to use pile cushions and other measures detailed in the original submittal. Please let us know if you have any questions. Thanks Phil Phil May CAROLINA ECOSYSTEMS INC. (919) 606-1065 From: Lane, Stephen <stephen.lane@ncdenr.gov <mailto:stephen.lane@ncdenr.gov> > Sent: Friday, April 3, 2020 1:49 PM To: Phil May <phil.may@carolinaeco.com <mailto:phil.may@ carolinaeco.com> > Cc: Brittingham, Cathy <cathy.brittingham@ncdenr.gov <mailto:cathy.brittingham@ncdenr.gov> > Subject: RE: [External] B-4484 Major CAMA Permit Hi Phil, I received your April 2, 2020 email regarding the in-water work moratorium and requirements on the B-4484 project. The Division will consult with the appropriate fisheries resource agencies and consider the requests in light of the feedback from the NMFS. I will contact you in the near future. Thanks, Stephen From: Phil May <phil.may@carolinaeco.com <mailto:phil.may@ carolinaeco.com> > Sent: Thursday, April 02, 2020 2:12 PM To: Lane, Stephen <stephen.lane@ncdenr.gov <mailto:stephen.lane@ncdenr.gov> > Cc: Whitley, Casey K <ckwhitley@ncdot.gov <mailto:ckwhitley@ncdot.gov> >; Farino, Jennifer <Jennifer.Farino@rsandh.com <mailto:Jennifer.Farino@rsandh.com> >; Brittingham, Cathy <cathy.brittingham@ncdenr.gov <mailto:cathy.brittinaham@ncdenr.gov> > Subject: [External] B-4484 Major CAMA Permit CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to report.spam@nc.gov <mailto:report.spam@nc.gov> Stephen I hope you are keeping safe and healthy. We are providing the following information for your review to assist in finalizing the CAMA Major Permit for B-4484: * In-water construction moratorium: Based on a 1/29/20 email from Cathy Brittingham, the NC Division of Marine Fisheries has requested a moratorium on in-water work from February 1 to June 30. We appreciate their concern for the fisheries resources in the Straits, however request that you consider allowing the moratorium to remain at the currently established February 15 to September 30 window. This moratorium was established in coordination with the NC Wildlife Resources Commission, discussed at the Agency Field Meeting on February 13 2017, and incorporated into the October 2017 EA/FONSI. The National Marine Fisheries Service has informally accepted the moratorium window of February 15 to September 30 for Atlantic Sturgeon (see attached emails), and we anticipate an official letter soon. As part of the negotiation with NMFS, NCDOT has committed to the use of pile cushions or bubble curtains as additional protection for aquatic species over and above the long in-water work moratorium. * In regards to the above pile cushions and bubble curtains, we understand that the November 2019 CAMA Major Permit application specifically called for pile cushions in the text of the document. Negotiations with NMFS since that time have raised the potential for bubble curtains to be used in order to provide flexibility for the best approach once construction begins. We request consideration that a bubble curtain option be included in the CAMA Major permit. However, if that inclusion would require additional time to permit/process we will commit to only using pile cushions, as the let date is approaching. Thank you for your consideration of this information. If you have any questions, or require further information please do not hesitate to call myself or Casey Whitley to discuss. Thanks Phil Philip May Senior ScientistNice President CAROLINA ECOSYSTEMS INC. • • STATE' nno ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary BRAXTON C.DAVIS Director December 16, 2019 MEMORANDUM FROM: Cathy Brittingham, DCM DOT Project Coordinator DWR-Transportation Permitting Unit 1617 Mail Service Center, Raleigh NC 27699-1617 (Courier 52-01-00) Cathy.Brittingham(c�ncdenr.gov SUBJECT: CAMA/Dredge &Fill Application Review Applicant: NC Department of Transportation Project Location: Bridge 138 & 139 in Craven County Proposed Project: Replacement of Bridge No. 138 & 139 Please indicate below your agency's position or viewpoint on the proposed project and return this form by January 10, 2020 at the mail/email address above. If you have any questions regarding the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth comments with supporting data is requested_ REPLY: This agency has no objection to the project as proposed. **Additional comments may be attached** This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. PRINT NAME In(f:JC rJ 'lc Q AGENCY NC\ M F SIGNATURE áiED DATE t Jj -2-0 D_E Q� OMMV1.07101 EmYwMrnUl OwNs.re'' North Carolina Department of Environmental Quality ! Division of Coastal Management Morehead City Office 1 400 Commerce Avenue i Morehead City,North Carolina 28557 252.808.2808 ,co cARo <'ti R O Y COOPER Governor MICHAEL S. REGAN Secretors q.F FjSH�� STEPHEN W. MURPHEY Director MEMORANDUM: TO: Cathy Brittingham, DCM DOT Project Coordinator FROM: Curt Weychert, NCDMF Fisheries Resource Specialis SUBJECT: Bridge 138& 139 over the Neuse River DATE: January 27, 2020 A North Carolina Division of Marine Fisheries (DMF) Fisheries Resource Specialist has reviewed the CAMA Major Permit application for proposed actions that impact fish and fish habitats. The applicant is proposing to replace two bridges over the Neuse River and an adjacent overflow. The waters in the prosed project area are designated as an anadromous fish spawning area (AFSA) and a strategic habitat area (SHA) from the Division of Marine Fisheries as well as critical habitat for sturgeon by the National Marine Fisheries Service (NMFS). Anadromous fish spawning areas are those areas where evidence of spawning of anadromous fish has been documented by direct observation of spawning,capture of running ripe females, or indication of eggs or early larvae. This agency has concerns that impacts from pile driving may adversely impact the migration of diadromous fish in this area of the Neuse River. For this reason, NCDMF recommends that an AFSA moratorium on in water work,to include pile driving, is recommended from 1 February to 30 June. This moratorium reduces the negative effects on critical fish life history activities,to include spawning migrations and nursery functions. Contact Curt Weychert at (252) 808-8050 or Curt.Weychert@ncdenr.gov with further questions or concerns. �%Nothing Compares,...,.. State of North Carolina 1 Division of Marine Fisheries 3441 Arendell Street 1 P.O.Box 769 1 Morehead City.North Carolina 28557 252-726-7021 Brittingham, Cathy From: Wilson, Travis W. Sent: Friday, January 10, 2020 1:37 PM To: Brittingham, Cathy; Lane, Stephen; Steffens, Thomas A CIV USARMY CESAW (USA); Ward, Garcy Subject: RE: CAMA Major Permit Application N.C. Dept.Transportation Bridge 138 & 139 Attachments: CAMA Craven 138 &139 Maple Cypress.pdf I did notice in the moratorium comments for this project they mentioned the ability to work behind "exclusion devices". Sheet pile or Drilled shaft casing have usually been the only thing acceptable for that. Travis W. Wilson Eastern Region Highway Project Coordinator Habitat Conservation Program NC Wildlife Resources Commission 1718 Hwy 56 West Creedmoor, NC 27522 Phone: 919-707-0370 Fax: 919-528-2524 Travis.Wilson@ncwildlife.org<mailto:Travis.Wilson@ncwildlife.org> ncwildlife.org<http://ncwildlife.org/> <http://twitter.com/ncwild life> <http://www.facebook.com/pages/NC-Wildlife-Resources-Commission/169986143088699?ref=tn tmmn> <http://instagram.com/ncwildlife> <http://www.youtube.com/user/NCWRC?blend=2&ob=video-mustangbase> i r JF d '—. --t\ p� ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretory BRAXTON C.DAVIS Director December 16, 2019 MEMORANDUM: FROM: Cathy Brittingham, DCM DOT Project Coordinator DWR-Transportation Permitting Unit 1617 Mail Service Center, Raleigh NC 27699-1617 (Courier 52-01-00) Cathv.Brittinqhamncdenr.qov SUBJECT: CAMA I Dredge &Fill Application Review Applicant: NC Department of Transportation Project Location: Bridge 138 &139 in Craven County Proposed Project: Replacement of Bridge No. 138 & 139 Please indicate below your agency's position or viewpoint on the proposed project and return this form by January 10, 2020 at the mail/email address above. If you have any questions regarding the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208.When appropriate, in-depth comments with supporting data is requested. REPLY: "7s- This agency has no objection to the project as proposed. **Additional comments may be attached** This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. PRINT NAME-NN\C•c),..\ �� .b� AGENCY /V c-\ �Q T SIGNATURE7-, c�14, 4-,--,, DATE o 4 ( ,)..t D E Q,) ......,,,,z, ....., North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557 252.808.2808 I , Tv .1, .. -... „).).. ROY COOPER NORTH CAROLINA Governor Environmental Quality . MICHAEL S.REGAN Setretart BRAXTON C.DAVIS Du ec for December 16, 2019 MEMORANDUM FROM. Cathy Brittingham, DCM DOT Project Coordinator DWR-Transportation Permitting Unit 1617 Mail Service Center, Raleigh NC 27699-1617 (Courier 52-01-00) Cathy.BrittinghamCa ncdenr.gov SUBJECT CAMA/Dredge &Fill Application Review Applicant: NC Department of Transportation Project Location: Bridge 138& 139 in Craven County Proposed Project: Replacement of Bridge No. 138 & 139 Please indicate below your agency's position or viewpoint on the proposed project and return this form by January 10, 2020 at the mail/email address above. If you have any questions regarding the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. "Additional comments may be attached" A- This agency has no comment on the proposed project. p.v^' ,0 i This agency approves of the project only if the recommended changes are incorporated. See attached. 7'" C This agency objects to the project for reasons described in the attached comments. PRINT NAME tOc",'d" /4'.//' u -d AGENCY P i -c-t)_) SIGNATURE kL'L -- l -u t'^"") DATE .4`"" "`""-`7, i 4, ,;2'0 .2U LD_E Q� North Carolina Department of Environmental Quality Division of Coastal Management Morehead City Office i 400 Commerce Avenue ! Morehead City,North Carolina 28557 252.808,2808 STATE, Machelle Sanders Secretary W 14 F I� V3 ,y, North Carolina ; "• > Department of Administration ,1 d� 'TTim Walton �� State Property Office i Director s Roy Cooper,Governor January 14, 2020 TO: Cathy Brittingham, DCM DOT Project Coordinator DWR-Transportation Permitting Unit 1617 Mail Service Center, Raleigh NC 27699-1617 FROM: Wanda Hilliard /W a'v`ci- -"l 'j"-iz`j Real Property Agent Department of Administration SUBJECT: CAMA/APPLICATION REVIEW RE: Bridge No. 138 &139 in Craven County he project may require Easements for relocation of multiple utilities crossing the creek, marsh State-owned land provided the applicant qualifies for an easement. Thank you. State of North Carolina I State Property Office U6 West Jones Street.Suite 4055 11321 Mail Service Ctr. I Raleigh,NC 27699 919 807 4650 T I Web:http://www.ncspo.com k. ' >y 4 si ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary BRAXTQNC.DAVIS Director j December 16, 2019 MEMORANDUM: FROM: Cathy Brittingham, DCM DOT Project Coordinator DWR-Transportation Permitting Unit 1617 Mail Service Center, Raleigh NC 27699-1617 (Courier 52-01-00) Cathy.BrittinghamCa�ncdenr.gov SUBJECT: CAMA/Dredge &Fill Application Review Applicant: NC Department of Transportation Project Location: Bridge 138 & 139 in Craven County Proposed Project: Replacement of Bridge No. 138& 139 Please indicate below your agency's position or viewpoint on the proposed project and return this form by January 10, 2020 at the mail/email address above. If you have any questions regarding the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. . **Additional comments may be attached** ` /This agency has no comment on the proposed project. \/ This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. PRINT NAME C 11- W r0 etett AGENCY P(f.j`j . Wq-fe, SKpp/! 5'ec1 oa'j SIGNATURE > fl DATE I d`1 7-101 .ilEC)-- ,ac o.w re.,r North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557 252.808.2808 pyy^ ROY COOPER '`i ° Govencr - r ,- MICHAEL S.REGAN r , Secretary LINDA CULPEPPER NCR--i CARO INA Director Environmental Quality Page 2 of 2 MEMORANDUM: To: Cathy Brittingham, DCM DOT Project Coordinator DWR—Transportation Permitting.Unit 1617 Mail Service Center, Raleigh NC 27699-1617 (Courier 52-01-00) Cathy.Brittingham@ncdenr.gov Subject: CAMA/Dredge&Fill Application Review Response Comments Applicant: NC Department of Transportation Project Location: Bridge 138 & 139 in Craven County i Proposed Project: Replacement of Bridge No. 138 & 139 Comments This project involves the relocation of over 3000' of waterline with three directional drill sections. This waterline is owned by the Craven County Water System (NC0425055),a public ydter supply system. As such,any waterline relocation or other alterations to the water system \/must be approved by the Public Water Supply Section(PWS, Plan Review Unit, 1634 Mail Service Center,Raleigh,NC 27699-1634)prior to water system alteration. Print Name: Clif Whitfield Agency: DWR, Public Water Supply Section Signature: fr__ Date: 12-17-2019 . .,rt_h C aroiira Oa 1 r.e,t-Jf£vL'C r rienraI Quality D its cr of Wa'er _ev�urces .1:)E -s) Wa: i.-,gton Rtcyor ,i OPtite 943 YJashing,,5 a .MaL Was'i.^gtor-Re orth Carolina 2?h&9 °'"'^°"°,dt:"=.....n Zan 252946 646i �,.SCATF 4rw� 4%! . ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretar BRAXTON C.DAVIS Director December 16, 2019 MEMORANDUM: FROM: Cathy Brittingham, DCM DOT Project Coordinator DWR-Transportation Permitting Unit 1617 Mail Service Center, Raleigh NC 27699-1617 (Courier 52-01-00) Cathy.Brittingham�c�i ncdenr.gov SUBJECT: CAMA/Dredge &Fill Application Review Applicant: NC Department of Transportation Project Location: Bridge 138 & 139 in Craven County Proposed Project: Replacement of Bridge No. 138 & 139 Please indicate below your agency's position or viewpoint on the proposed project and return this form by January 10, 2020 at the mail/email address above. If you have any questions regarding the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. **Additional comments may be attached** i iThis agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. PRINT NAME LP_— PQj,-;c AGENCY kJ C Cc,Phi—) e.,—( c SIGNATURE ��1— DATE /Z-/ y-/ ' D E Q \.,---' North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office ' 400 Commerce Avenue' Morehead City.North Carolina 28557 252.808.2808 d� < t V*1446N1 . i41, _i ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary BRAXTON C.DAVIS Director December 16, 2019 MEMORANDUM: FROM: Cathy Brittingham, DCM DOT Project Coordinator DWR-Transportation Permitting Unit 1617 Mail Service Center, Raleigh NC 27699-1617 (Courier 52-01-00) Cathy.Brittingham(c�ncdenr.gov SUBJECT: CAMA/Dredge&Fill Application Review Applicant: NC Department of Transportation Project Location: Bridge 138& 139 in Craven County Proposed Project: Replacement of Bridge No. 138 & 139 Please indicate below your agency's position or viewpoint on the proposed project and return this form by January 10, 2020 at the mail/email address above. If you have any questions regarding the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. **Additional comments may be attached** V This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. PRINT NAME Valerie Wunderly for Shannon Jenkins AGENCY DMF - Shellfish// Sanitation SIGNATURE 1/� (if/L4h2544. DATE 1/6/2020 M/ /M M[n,Ywrnul0�Y1,� North Carolina Department of Environmental Quality ! Division of Coastal Management Morehead City Office j 400 Commerce Avenue I Morehead City.North Carolina 28557 252.808.2808 Received: 12/23/2019 �` _ State Historic Preservation Office • y ae=r00 • ER 0 8-2 7 54 ROY COOPER NORTH CAROLINA Got crnoi Environmental Quality MICHAEL S.REGAN S,:n-•rue Project has been � BRAXTON C.DAVIS reviewed and cleared. OM.,n, December 16, 2019 MEMORANDUM: FROM Cathy Brittingham. DCM DOT Project Coordinator DWR-Transportation Permitting Unit 1617 Mail Service Center. Raleigh NC 27699-1617 (Courier 52-01-00) Cathy.Brittingham(cr�ncdenr gov SUBJECT CAMA/Dredge & Fill Application Review Applicant: NC Department of Transportation Project Location: Bridge 138& 139 in Craven County Proposed Project: Replacement of Bridge No. 138 & 139 Please indicate below your agency's position or viewpoint on the proposed project and return this form by January 10, 2020 at the mail/email address above. If you have any questions regarding the proposed project. please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate. in-depth comments with supporting data is requested REPLY: This agency has no objection to the project as proposed. "Additional comments may be attached" This agency has no comment on the proposed project This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. PRINT NAME Renee Gledhill-Earley AGENCY State Historic Preservation Office SIGNATURE Q( ]� akOt DATE ( 2- • vZ a D_E Q North Carolina Department of Environmental Quality Divuwn ul Coavtal Management Morehead City Office • 400 Commerce Avenue Morehead City.North Carolina 28557 252.808.2808 ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary BRAXTON C.DAVIS Director December 16, 2019 MEMORANDUM: FROM: Cathy Brittingham, DCM DOT Project Coordinator DWR-Transportation Permitting Unit 1617 Mail Service Center, Raleigh NC 27699-1617 (Courier 52-01-00) Cathv.Brittingham aC�ncdenr.gov SUBJECT: CAMA/Dredge&Fill Application Review Applicant: NC Department of Transportation Project Location: Bridge 138& 139 in Craven County Proposed Project: Replacement of Bridge No. 138&139 Please indicate below your agency's position or viewpoint on the proposed project and return this form by January 10, 2020 at the mail/email address above. If you have any questions regarding the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth comments with supporting data is requested. REPLY: ii This agency has no objection to the project as proposed. **Additional comments may be attached** This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. PRINT NAME g'►"4 L UO v�-M c AGENCY buy SIGNATURE \4_ s DATE 12- 1 )—1 1 2.91 1 RECEIVED M Ell QE -ADEC 1 6 2019 North Carolina Department of Environmental Quality Division of Coastal Management DC RSA-M H D CITY Morehead City Office 1 400 Commerce Avenue i Morehead City,North Carolina 28557 252.808,2808 ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary BRAXTON C.DAVIS Director MEMORANDUM TO: Cathy Brittingham, DOT Project Coordinator Division of Coastal Management FROM: Rachel Love-Adrick, District Planner Division of Coastal Management SUBJECT: Major Permit Request by the North Carolina Division of Transportation DATE: December 16, 2019 Consistency Determination:The request is consistent with/not in conflict with the Craven County CAMA Core Land Use Plan certified by the CRC on October 30, 2009. Overview: The applicant is proposing to Bridge 138 and Bridge 139 with new bridges and associated infrastructure on new alignment.A temporary bridge would be constructed to facilitate construction of bridge 138. The bridges cross over the Neuse River and an overflow of the Neuse River and are located on SR 1470 in Craven County, North Carolina. Bridge 138 was constructed in 1952 and is 580.5' long with 22' of clear roadway width, including two 9'wide travel lances and 2' wide shoulders. Bridge 139 is 180' long with 29' of clear roadway width, including two 11' wide travel lanes, and was constructed in 1972. The utilities in the project area consist of a water line and overhead electric lines. To facilitate the construction of Bridge 138,a 40'wide x approximately 1,070'long temporary work bridge would be built along the west side of the proposed bridge location.The applicant has also proposed to use barges in addition to the work bridge along the portions of the project with water depths sufficient for their use. The replacement for bridge 138 would be 600' in length, which would be 9.5' longer than the existing bridge. The new bridge would be 30' wide with two 11' wide travel lanes and a 4' wide paved shoulder on each side. The replacement bridge for Bridge 139 would be 400' in length and would consist of four 100'spans,with three bents in the water.The bridge would be 31'wide with two 11'wide travel lanes. D_ Q�NORTH NORTH..a uo`aRO.r 11\7 North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557 252.808.2808 Approximately 4,200'of SR 1470 is an elevated fill causeway over the floodplain of the Neuse River with Bridges 138 and 139 connecting the sections of the causeway. The sides of the causeway are vegetated with sod glasses while the surrounding woodlands can be grouped into the riverine swamp forest, bottomland hardwood forest, or mixed pine/hardwood forest plant communities. An unnamed tributary to the Neuse River crosses under SR 14 70 in two 84" diameter corrugated metal pipes at approximately 680' northeast of Bridge 139. The closest inhabited structure to the project is a residential dwelling located approximately 350'to the northeast of the project. Areas of Environmental Concern affected include: Coastal Shoreline (CS) and Public Trust Areas (PTA). The Neuse River is classified C; Sw, NSW in the area of the proposed construction. The stream has been designated as Inland Waters in the vicinity of the bridge and is classified as a Primary Nursery Area/Anadromous Fish Spawning Area. The waters are closed to shellfish harvesting by the Division of Marine Fisheries. The river is part of the Neuse River Basin and therefore the adjacent land is subject to the Neuse River Basin Buffer Rules. The Neuse River is 320' wide at the project site with a maximum water depth of-1 0' below the normal water level. This area of the river is heavily utilized by small powerboats (12'to 25' range) due to its proximity to the WRC boat ramp. The overflow channel under Bridge 139 is 180' wide at the bridge with water depths in the -1 'to -3' range, however, there is little to no use by watercraft due to the shallow water depths and its proximity to the river. There were no SAV observed in the project area during the site visit. There are 404 Wetlands, but no Coastal Wetlands present in the project area.There are no known historic or archaeological resources within the project area. Anticipated impacts resulting from this project are expected to include: • Permanent shading of 19,635 sf of Open Water • Temporary shading of 28, 320 sf of Open Water • Permanent excavation of 8,712 sf of 404 Wetlands • Permanent filling of 47,550 sf of 404 Wetlands • Temporary filling of 11,761 sf of 404 Wetlands • Mechanized clearing of 52,272 sf of 404 Wetlands • 11,843 sf of Buffer Zone will be disturbed • 286,938 sf of high ground will be disturbed • Total area disturbed is 467,031 sf • A localized increase in turbidity can be expected during the in-water construction portion of the permanent and temporary work bridges, however, the applicant has committed to an in-water work moratorium from February 15 to September 30 to avoid impacts to fisheries resources.Work within exclusion devises around individual bents or other work areas prior to the start of the moratorium would be allowed to continue. No additional closures of shellfishing waters are expected in association with the proposed project. Vehicle and public access to the WRC boat ramp would not be affected as the new entrance drive will be constructed prior to closure of the existing entrance. Watercraft transiting through the project site during construction will not be impacted, with the exception of the unavoidable temporary closure of the channel during placement of the bridge girders over the navigational channel for safety reasons.The public is expected to benefit upon completion of the project by the increase in the safety of the new structure. GD_EQ� as North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City.North Carolina 28557 252.8082808 Basis for Determination: The project is subject to the Craven County Land Use Plan. The counties Future Land Use Map (FLUM) designates the site as Agricultural/Low Density Residential and Conservation. The project appears consistent with the Future Land Use designations. The following LUP policies may be applicable to this request: P. 4 Craven County supports the development of estuarine access areas to ensure adequate shoreline access within all areas of the county. Areas that have traditionally been used by the public will be given special attention, including existing bridges and bridge replacements. P. 5 Craven County opposes the loss/abandonment of any facilities dedicated to public shoreline/water access. P. 37 Residential, commercial, and industrial development which meets 15A NCAC 7H use standards will be allowed in estuarine shoreline,estuarine water,and public trust areas. In all other areas, development will be allowed that is consistent with applicable local, state, and federal regulations. _E Q�NORTH North Carolina Department of Environmental Quality Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557 252.808.2808 • • DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: North Carolina Department of Transportation 2. LOCATION OF PROJECT SITE: The project is located at Bridge Nos. 138 and 139 over the Neuse River on SR 1470(Maple Cypress Road) in Craven County (T.I.P. No. B-4484). Latitude: 35° 18' 45"N Longitude: 77° 18' 09" W 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Date of Site Visit—November 1, 2019 Was Applicant Present—No 5. PROCESSING PROCEDURE: Application Received Complete: December 4, 2019 Office—Morehead City 6. SITE DESCRIPTION: (A) Local Land Use Plan—Craven County Land Classification From LUP—Agriculture/Low Density/Conservation (B) AEC(s) Involved: PTA, CS (C) Water Dependent: Yes (D) Intended Use: Public (E) Wastewater Treatment: Existing—N/A Planned - N/A (F) Type of Structures: Existing—Bridges for public use Planned - Bridges for public use (G) Estimated Annual Rate of Erosion: N/A Source—N/A 7. HABITAT DESCRIPTION: [AREA] EXCAVATED FILLED OTHER (A) Upen Water Perm. Shaded 19,635 St Temp. Shaded 28,320 sf (B) Section 404 Wetlands 8,712 sf Perm. 47,550 sf1 Perm. Mechanized clearing 52,272 sf S. 0- 11,761 sf Temp. " c (C) Buffer Zone 0.77 Disturbed by project 11,843 sf (D) High Ground Disturbed by project 286,938 sf (D) Total Area Disturbed: 467,031 sq. ft. (E) Primary Nursery Area: Yes (F) Water Classification: C; Sw;NSW Open: No 8. PROJECT SUMMARY: The applicant proposes to replace Bridge 138 over the Neuse River and Bridge 139 over an adjacent overflow, respectively,on SR 1470 with new bridges and associated infrastructure on new alignment. Two existing culverts would be extended and a portion of an existing stream channel would also be relocated as part of the project. FIELD INVESTIGATION REPORT: N.C.D.O.T.—CRAVEN BRIDGES 138 AND 139 PAGE #2 NARRATIVE DESCRIPTION: Project Setting Bridge 138 is located on SR 1470 and crosses over the Neuse River at approximately 0.5 miles northeast of SR 1472(Biddle Road)near the community of Fort Barnwell in Craven County. Bridge 139 is located on SR 1470 approximately 0.25 miles northeast of Bridge 138 and crosses an overflow of the Neuse River. Typical elevations in the project area range from 0 to 8 feet above the normal water level of the Neuse River. The land within the project area is mostly undeveloped with silviculture and agriculture being the predominant uses. A N.C. Wildlife Resources Commission (WRC)public boat ramp is located 400' upstream from the project with the access road to the boat ramp intersecting with SR 1470 between Bridges 138 and 139. Approximately 4,200' of SR 1470 is an elevated fill causeway over the floodplain of the Neuse River with Bridges 138 and 139 connecting the sections of the causeway. The sides of the causeway are vegetated with sod grasses while the surrounding woodlands can be grouped into the riverine swamp forest, bottomland hardwood forest, or mixed pine/hardwood forest plant communities. There are no Coastal Wetlands present in the project area. An unnamed tributary to the Neuse River crosses under SR 1470 in two 84"diameter corrugated metal pipes at approximately 680' northeast of Bridge 139. The closest inhabited structure to the project is a residential dwelling located approximately 350' to the northeast of the project. There are no known historic or archaeological resources within the project area. Bridge 138 was constructed in 1952. It is 580.5' long with 22'of clear roadway width,including two 9' wide travel lanes and 2' wide shoulders. The bridge consists of fourteen fixed spans,with a maximum horizontal distance of 55' between bents. The vertical clearance underneath the bridge is 28'. The superstructure consists of a steel girder beam floor system with a reinforced concrete deck. The bridge is supported with reinforced concrete caps on timber piles. Deck drains on each side of the bridge convey storm water directly into the Neuse River. A USGS station has been installed on the west side of the bridge and a N.C.Geodetic Survey benchmark resides in the southwest corner of the bridge. Bridge 139 it 180' long with 29' of clear roadway width,including two 11'wide travel lanes,and was constructed in 1972. The bridge consists of four 45' spans,which allows for 43' of horizontal clearance and 10.2' of vertical clearance. It has a steel girder beam floor system with a prestressed concrete deck and steel piles that have been encased with concrete. The bridges received a 7.98 and a 71.42,respectively, out of a possible 100 points during their last sufficiency rating tests and subsequently have been deemed structurally deficient,functionally obsolete bridges. SR 1470 has been classified as a major collector road in the project area and the annual average daily volume of traffic over the bridge is approximately 1,800 vehicles per day. The utilities in the project area consist of a water line that parallels the west side of SR 1470 and overhead electric lines that parallel the east side of SR 1470 from the north end of the project area to the south end of Bridge 139,where it crosses over the road and heads in a southwesterly direction to the supply power to the WRC boat access area. The Neuse River is classified C; Sw, NSW in the area of the proposed construction by the Environmental Management Commission. The stream has been designated as Inland Waters in the vicinity of the bridge and is classified as a Primary Nursery Area/Anadromous Fish Spawning Area. The waters are closed to shellfish harvesting by the Division of Marine Fisheries.The river is part of the Neuse River Basin and therefore the adjacent land is subject to the Neuse River Basin Buffer • FIELD INVESTIGATION REPORT: N.C.D.O.T. - CRAVEN BRIDGES 138 AND 139 PAGE #3 Rules. The Neuse River is 320' wide at the project site with a maximum water depth of-10' below the normal water level. This area of the river is heavily utilized by small powerboats (12' to 25' range)due to its proximity to the WRC boat ramp. The overflow channel under Bridge 139 is 180' wide at the bridge with water depths in the -1'to -3' range, however, there is little to no use by watercraft due to the shallow water depths and it's proximity to the river. There were no SAV's observed in the project area during the site visit. Project Proposal NCDOT proposes to replace Bridge 138 and Bridge 139 over the Neuse River and nearby overflow. The project involves replacement of the existing bridges and related approaches with two 54"concrete girder bridges and new approaches on a new alignment approximately 60' west of the existing alignment. Additionally,the project would relocate a portion of the channel that is adjacent to the culverts north of Bridge 139. The applicant has designed the project to maintain traffic on the existing bridges during construction of the new bridges. To facilitate the construction of Bridge 138,a 40' wide x approximately 1,070' long temporary work bridge would be built along the west side of the proposed bridge location,with the exception of a 110' long gap at the main navigation channel of the Neuse River. The work bridge would include five 30' long x 40' wide fingers platforms to provide access to the proposed bridge bents. The low chord of the work bridge would be set at 10.5' above the normal water level of the Neuse River. The applicant has also proposed to use barges in addition to the work bridge along the portions of the project with water depths sufficient for their use. The new bridge as proposed would be 600' in length, which would be 9.5' longer than the existing bridge.The new bridge would consist of six 100'spans with five bents in the river. The new bridge would be 30' wide with two 11' wide travel lanes and a 4'wide paved shoulder on each side. The bridge would be arched and reach its maximum height at the navigation channel,where it would have 28.5' of vertical clearance over the channel. The navigational span of the bridge has been designed to provide a minimum of 98' of horizontal clearance. Bridge piles would be installed by driving with pile cushions and driving would be gradually ramped up to minimize the effects of in- water vibration and noise. fl F5 The bases of the bridge would be stabilized with vertical retaining wall structures on the upstream r side of the bridge to reduce impacts from the project. The retaining wall on the south side of the bridge would be 250' in length, while the retaining wall on the north side of the bridge would be S�'A 525' in length. Additionally,the bases of the bridge are to be stabilized with Class II riprap. The 1( 00 • riprap as proposed would be up to 200' in length and 40' in width under each end of the bridge and S 1 p f would be placed entirely above the normal water level of the Neuse River. The construction of Bridge 139 would necessitate the relocation of the gravel drive leading to the `p l OGY- WRC boat ramp,which is currently located approximately 100'south of the bridge. Approximately 425' of the drive would be relocated 350' further south than the current location. This would allow a 40' wide x 385' long temporary work bridge to be constructed from the gravel drive adjacent to the proposed Bridge 139 location. The work bridge would include three 30' long x 40' wide finger platforms. The replacement bridge for Bridge 139 would be 400' in length and would consist of four 100' spans, with three bents in the water. The bridge would be 31' wide with two 11' wide travel lanes. The bridge would also include a 3' wide paved shoulder on the east side of the travel lanes and a 6' wide paved shoulder on the west side of the travel lanes. The additional width of the west side paved shoulder is required to accommodate stormwater spread on that side of the bridge, as the FIELD INVESTIGATION REPORT: N.C.D.O.T. - CRAVEN BRIDGES 138 AND 139 PAGE#4 bridge is sloped to the west. The bases of Bridge 139 would be stabilized with 125 linear feet of Class II riprap on the south end of the bridge and 105 linear feet of Class II riprap on the north end of the bridge. Additionally, 943 linear feet of rock plating would be placed along the west slope of the causeway on the north end of the bridge from Sta. 43+57 to Sta. 53+00. Approximately 250 linear feet of rock plating would be installed along the east slope of the causeway on the north end of the bridge from Sta. 50+50 to Sta. 53+00. The rock plating would be constructed at a 1.5:1 ratio and reduce impacts to the adjacent wetlands. The stormwater from the bridges would be collected in closed deck drainage systems. The captured stormwater would initially enter drop inlets located at the ends of each bridge. The stormwater would then be conveyed via 15"diameter reinforced concrete pipes to riprap dissipater pads located at the toe of the fill slopes,thereby discharging into the adjacent wetlands,but outside of the Buffer Zones. An additional stormwater collection structure would be located near the north and south ends of the retaining walls. To tie the new bridges to the existing roadway structure, a new roadway structure (including causeway fills)would be constructed from Sta. 17+00 to Sta. 54+50. The typical roadway would include two 11' wide travel lanes with 6'wide paved shoulders,although in areas where guardrail is required the shoulders would extend out up to 11' from the travel lanes. The roadway shift would require that the existing twin 84"corrugated metal pipes located northeast of existing Bridge 139 be collared and extended approximately 10'. The scour hole located at the mouth of the pipes would be backfilled with 22 tons of Class I riprap and a metal headwall would be attached to the pipes. To redirect stormwater flow into the pipes' new entrance,approximately 170' of channel would need to be slightly realigned. The new channel would be shifted approximately 20'to 30'west of its current location between Sta. 48+80 and Sta. 50+50. The new channel would have a minimum depth of 1.5' below the adjacent elevations,a basal width of 8',and 4:1 side slopes. The relocation of SR 1470 onto the new bridges and roadway would allow the NCDOT to abandon and demolish the existing bridges. The superstructure of the bridges would be cut and removed one section at a time and the piles removed utilizing NCDOT's Best Management Practices for Construction and Maintenance Activities. The fill slopes adjacent to Bridge 138 would be graded to elevation 13' from Sta.22+28 to Sta.22+46 and laid back at a 3:1 slope from Sta.21+78 to Sta. 22+78 on the south end of the bridge. On the north end of the bridge,the fill slopes would be graded to elevation 11' from Sta. 27+42 to Sta. 27+89 and laid back at a 3:1 slope from Sta.27+89 to Sta. 28+39. The fill slopes adjacent to Bridge 139 would be graded to elevation 7' from Sta. 39+73 to Sta. 40+47 and Sta. 42+21 to Sta.43+32. The fill slopes would also be laid back at a 3:1 slope from Sta. 39+41 to Sta. 39+73 and from Sta. 43+32 to Sta. 43+58. The power and water lines would be relocated in conjunction with the project. The existing overhead powerline currently located on the northeast side of Bridge 139 would be in conflict with the construction of the new Bridge 139. To allow construction to proceed,an existing pole located at Sta. 39+65 RT would be removed and a new pole set at approximately 25' to the southwest. A second new pole would be located at Sta. 38+10 RT. The powerline would be relocated onto the new poles, crossing over the roadway and out of the way of construction. Two sections of the existing 10"water line located adjacent to the existing roadway and bridges would be upsized and relocated. A 25' section of the 10"diameter line would be placed in ductile iron pipe and trenched in from Sta. 17+55 to Sta. 17+80 on the west side of the roadway. The line would then be directionally drilled from Sta. 17+80 to Sta. 32+90 a minimum of 12' under the bottom of the Neuse River,and the section replaced with 12"diameter HDPE pipe. The line would FIELD INVESTIGATION REPORT: N.C.D.O.T. - CRAVEN BRIDGES 138 AND 139 PAGE #5 then transition to 10" diameter line and run for another 230' under the proposed roadway and connect to the existing line on the east side of the road. A second section of water line would be upsized and relocated from the west side to the east side of the roadway. The line would be directionally drilled from Sta.38+60 to Sta.44+15 a minimum of 6' below the stream bed of the overflow channel and replaced with 12"HDPE pipe. The line would then transition to 10"ductile iron pipe and be trenched in for approximately 395'. The line would then transition back to 12" HDPE pipe to allow it to be directionally drilled under the unnamed tributary adjacent to the twin 84"pipes from Sta.48+12 to Sta.50+00. The remaining 515'of water line would require trenching in the 10"ductile iron pipe along the east side of the roadway and tie into the existing water line near SR 1450. Anticipated Impacts The proposed bridges would permanently shade 19,635 sq.ft.of open water,while the temporary bridges would shade 28,320 sq. ft. of open water during the construction of the project. The proposed bridges and associated causeway work would fill 47,550 sq. ft. of Section 404 Wetlands and require the excavation of an additional 8,712 sq. ft. of Section 404 Wetlands. The relocation of the channel would result in 11,761 sq. ft. of temporary fill in Section 404 Wetlands. Construction of the causeways and retaining walls would require 52,272 sq. ft. of mechanized clearing in Section 404 Wetlands, of which 25,265 sq. ft. would be allowed to revegetate after construction of the project. Approximately 11,843 sq.ft.of area within the Neuse River Basin Riparian Buffer Area adjacent to the Neuse River would be impacted by the construction of the bridge and roadway,of which 7,479 sq.ft.would be in Zone I and 4,364 sq.ft.would be in Zone II. The applicant investigated potential on-site wetland mitigation opportunities, however, they were deemed not practical,therefore, the N.C. Division of Mitigation Services has accepted responsibility for providing mitigation for the impacts associated with the project,as indicated by their acceptance letter dated October 3, 2019. The project would result in a total of 286,938 sq. ft. of high ground disturbance, including the grading and paving of the new approaches to the bridge and removal of the causeway areas adjacent to the existing bridges.The lengthening of the bridges would increase the opening under the bridges to allow an increase in storm flows under the structures as seen in recent years. The vertical navigable clearance under the bridges would also increase slightly by 0.5' at Bridge 138 and by 1.3' at Bridge 139. The new bridges would allow an increase in the maximum horizontal opening under the bridges, increasing from 55' to 98' at Bridge 138 and from 43' to 98' at Bridge 139. The applicant has incorporated multiple avoidance and minimization measures into the project design. These would include the use of minimum roadway design widths,steepened slopes with the use of rock plating and vertical retaining walls, increased bridge lengths,and commitment to utilize NCDOT's Best Management Practices for Construction and Maintenance Activities during construction of the project. The applicant has also agreed to follow the USFWS's"Guidelines for Avoiding Impacts to the West Indian Manatee",survey the project area for Bald Eagle nests prior to construction,consider the use of turbidity curtains in areas where practical,and to monitor turbidity during in-water work to ensure compliance with state water quality standards. A localized increase in turbidity can be expected during the in-water construction portion of the permanent and temporary work bridges,however,the applicant has committed to an in-water work moratorium from February 15 to September 30 to avoid impacts to fisheries resources. Work within exclusion devises around individual bents or other work areas prior to the start of the moratorium would be allowed to continue. No additional closures of shellfishing waters are expected in FIELD INVESTIGATION REPORT: N.C.D.O.T. - CRAVEN BRIDGES 138 AND 139 PAGE #6 association with the proposed project. Vehicle and public access to the WRC boat ramp would not be affected as the new entrance drive will be constructed prior to closure of the existing entrance. Watercraft transiting through the project site during construction will not be impacted, with the exception of the unavoidable temporary closure of the channel during placement of the bridge girders over the navigational channel for safety reasons. The public is expected to benefit upon completion of the project by the increase in the safety of the new structure. • Submitted by: Stephen Lane—Morehead City District—December 6, 2019 BriiZngham, Cathy From: Steffens, Thomas A CIV USARMY CESAW (USA) <Thomas.A.Steffens@usace.army.mil> Sent: Tuesday, December 17, 2019 9:03 AM To: Brittingham, Cathy Subject: [External] B-4477 Maple Cypress Craven County (UNCLASSIFIED) Attachments: Comment Memo - Bridge 138 139.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to report.spam@nc.gov<mailto:report.spam@nc.gov> CLASSIFICATION: UNCLASSIFIED Good Morning Cathy, Please see attached for your records. Project is in processing as an IP,the PN has opened and closed w/o any comments from the public. Project is also waiting on final NMFS review and Corps Sec 408 approval. Thomas A Steffens Regulatory Project Manager -c- US Army Corps of Engineers p� Y 2407 West 5th Street G , 0 Q a p q Washington, NC 27889 S J�.'J ,a 1 (910)-251-4615 CLASSIFICATION: UNCLASSIFIED 1 • td STATF 41, 7 aua OY`ftil + Vyy '; � y * Y ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary BRAXTON C.DAVIS Director December 16, 2019 MEMORANDUM: FROM: Cathy Brittingham, DCM DOT Project Coordinator DWR-Transportation Permitting Unit 1617 Mail Service Center, Raleigh NC 27699-1617 (Courier 52-01-00) Cathy.Britting ham(a�ncdenr.gov SUBJECT: CAMA/Dredge &Fill Application Review Applicant: NC Department of Transportation Project Location: Bridge 138& 139 in Craven County Proposed Project: Replacement of Bridge No. 138& 139 Please indicate below your agency's position or viewpoint on the proposed project and return this form by January 10, 2020 at the mail/email address above. If you have any questions regarding the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. **Additional comments may be attached** This agency has no comment on the proposed project. X This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached X- FCroleralPtin'Corps IP process; post Public Notice. Currently in processing. PRINT NAME T.A. Steffens AGENCY USACE SIGNATURE tM DATE 12-17- 019 II)EQ,) North Carolina Department of Environmental Quality 1 Division of Coastal Management Morehead City Office i 400 Commerce Avenue I Morehead City.North Carolina 28557 252.808.2808 ce: e5 Brittingham, Cathy From: Zachary Hughes - NOAA Affiliate <zachary.hughes@noaa.gov> Sent: Tuesday, May 5, 2020 3:58 PM To: Whitley, Casey K Cc: Karla Reece - NOAA Federal Subject: [External] Re: SERO-2019-03491 Questions I a ernal email. Do not click links or open attachments unlerrou verify.Send all suspicious emaIMPIMSchment to ort saamrnc.gov Hi Casey, I am following up on this project, hoping to get you all set with methods you can use to get the consultation wrapped up informally. Unfortunately, when I was reviewing the project, I discovered an issue with the pile calculations.The area of effect for cumulative impacts and behavioral effects is much larger than we originally anticipated. Since I am coming late in the process, I don't know what all you have discussed as possible options for installation,so I am going to put what currently look like the best options to get you moving forwards as soon as possible, but they do represent some potentially big changes to the project, but using them would allow us to complete the consultation informally. First, I would suggest using vibratory pile driving for all the temporary work bridge piles,vibing to refusal without any impact pile driving to finish them. With this method,you can install as many as you can during your available work hours in your work window. Second, I would like to strongly suggest considering different piles given your limitations with bedrock on the bottom. Steel piles at higher strike counts than I list below are going to result in a large area of potential effects. If you are able to use concrete piles instead, either full 36" or larger numbers of smaller piles in clusters to support your bents,and using wood blocks for attenuation,you can again drive basically as many as you can fit into your work day. If you absolutely have to use steel piles, I suggest using auguring/pre-drilling with a very limited number of strikes to finish the pile. For the 36" steel pipe piles,you need to limit your total number of strikes per day to about 150. If you want to impact the 30" piles for the temporary work bridges,you will need to limit the total number of strikes to roughly 300. Note that on any day you install the 36" piles,your strike count would be limited to 150 total strikes,you could not do 150 strikes of the 36" pile and separately do any impact pile driving of the 30" piles in the same day. Hopefully that strike count information answers your questions about how you can be more flexible in your installation.Also, if you opt for using vibratory pile driving where possible,you can do as much vibratory pile driving as you need in addition to those impact strike counts listed above (e.g.you could vibratory install temporary trestle piles and impact install the 36" piles with up to 150 strikes in the same day). On the good news front,you can install as many piles outside of the river channel as you want per day. Also,the rest period during the evening is the only fish passage you need to provide during the construction period. We don't have any hard guidelines on how long your overnight rest period has to be, but I would suggest at least 9pm to 7am, which is also more neighbor friendly. As long as you are not building a consistent barrier across the river that works as some sort of levy or blocks greater than 50%of the river as a physical barrier during construction,there are no concerns about having enough physical area for fish to pass. 1 Please let me know if you have any questions, and we can set up a call to discuss if you need. Thanks, Zach On Tue,Apr 28, 2020 at 12:06 PM Karla Reece- NOAA Federal<karla.reece@noaa.gov>wrote: Hi Casey, With this email I am forwarding your questions to our contractor Zach Hughes who will answer the questions and find a path forward with you for the project. In this case our hope is to reissue the concurrence letter with a revised project description that does not limit you to 5 piles per day. Zach, please see the email chain for the specific questions raised by Casey and others at NCDOT. Thank you, Karla I am Teleworking due to Covid-19. If you need to reach me directly please call my cell during business hours(9am- 3:30pm M-F)at 727/612-2012 /><((((2>' '•.,,.><((((°>,.•— ><((((°>' '•.,,..><((((°> Karla Reece- Section 7 Team Lead Interagency Cooperation Branch National Marine Fisheries Service Southeast Regional Office Protected Resources phone: 727/824-5348 email: karla.reecenoaa.gov Section 7 Guidance Webpage-UPDATED URL Action Agencies,want your consultations quicker? Check out the Expedited process! 0 = This is a U.S. government email account. Your emails to this address may be reviewed or archived. Please do not send inappropriate material. Thank you. On Tue, Apr 28, 2020 at 8:07 AM Whitley, Casey K<ckwhitlev@ncdot.gov>wrote: Karla, Thank you for your time to speak with us last Thursday in regards to SERO-2019-03491.After our conversation we developed the following questions: 2 • Is there a minimum time period that would be acceptable where no pile driving activities occur?Currently it is written as daylight hours only but we were wondering if pile driving activities from 5am to 9pm would be acceptable since we would be working in the winter with shorter daylight hours available? • Does the sturgeon need both a physical passage during the day in the river without noise issues(outside the calculated radius of effect) as well as an undisturbed passage time period at night(9pm -5am)? • Is there a minimum width for fish to safely pass during the pile driving activities?Also, does this width vary with the depth of the river?What is the min. depth and min. width of safe passage that should be provided? • If the strikes per pile in a given day are less than estimated on the number of piles (i.e. currently 5) could additional piles be driven while still remaining under the total strike count without changing the findings/harming sturgeon? • Please confirm that the use of pile cushions and the 5 piles per day limitations only apply to the work that takes place within the banks of the Neuse River. If we are working in the floodplain outside of the banks of the Neuse River we aren't limited to 5 piles/day and use of pile cushions as the noise is attenuated through the large floodplain even when inundated? • Is there a way to determine the maximum number of piles per day by back calculating the numbers in the spreadsheet? If we estimate the number of strikes per pile,the type of pile being used and water width and depth is there a way to get the maximum allowable piles per day from this information? Again thank you for your time and your responses to our questions will help us better understand the Section 7 process moving forward. Casey Whitley, PE, PLS Division 2 Project Engineer (252)439-2811 (office) ckwhitleyPncdot.gov 1037 W.H. Smith Blvd Greenville, NC 27835 4;1 • Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. Zach Hughes NOAA Affiliate Salus Resources Inc. 850-736-6204 4 Brittingham, Cathy From: Lane, Stephen Sent: Monday, April 27, 2020 4:12 PM To: Phil May; Steffens, Thomas A SAW <Thomas.A.Steffens@usace.army.mil> (Thomas.A.Steffens@usace.army.mil) Cc: Whitley, Casey K; Farino,Jennifer; Brittingham, Cathy Subject: RE: [External] B-4484: SAW-2017-00829/CAMA Major Permit No.45-20 Hi Phil, You are correct in that we would currently require the pile cushioning blocks on all piles in the river and any areas that are actively connected and inundated. As far as processing a change of the nature discussed, it would require a formal modification of the permit with an updated Section 7 concurrence letter. I believe we could process such a modification request under the Minor Modification of a Major Permit process,where we would reinitiate consultation with the NCWRC and NCDMF for their input. Hope this helps. Let me know if you have any additional questions or need clarification on anything. Thanks, Stephen From: Phil May<phil.may@carolinaeco.com> Sent: Monday,April 27, 2020 10:41 AM To:Steffens,Thomas A SAW<Thomas.A.Steffens@usace.army.mil> (Thomas.A.Steffens@usace.army.mil) <Thomas.A.Steffens@usace.army.mil>; Lane, Stephen <stephen.lane@ncdenr.gov> Cc:Whitley, Casey K<ckwhitley@ncdot.gov>; Farino,Jennifer<Jennifer.Farino@rsandh.com> Subject: [External] B-4484:SAW-2017-00829/CAMA Major Permit No.45-20 External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Tom &Stephen, As you are aware, NOAA NMFS issued their Section 7 concurrence letter for B-4484 on April 10, 2020. We are following up to clarify a couple of conditions in the permits vs this concurrence, as well as to update you on discussions within the Division on the construction of the project. The Section 7 consultation process went through several conversations and additional information before the concurrence was issued. The noise analysis to protect Atlantic Sturgeon resulted in the requirement for pile cushions to be used as noise mitigation. This was agreed upon and the NMFS letter, and CAMA Major Permit and pending 404 IP, reference this commitment. NCDOT is fully intending to comply with the commitment to use pile cushions, however the NMFS letter specifically references piles within the Neuse River(15 permanent and 144 temporary) as being harmful to sturgeon,and follow up conversation with Karla Reece confirmed that. Therefore,their requirement of pile cushions seems to be restricted to the Neuse River, not the floodplain or overflow bridge,where effects of noise would be attenuated through a larger area than in the river itself. The CAMA Major Permit states pile cushions will be used for all in-water work,which typically(i.e.for moratorium purposes) includes the floodplain when inundated. We would like clarification if the pile cushion implementation can be interpreted as applying only to the Neuse River for the CAMA Major condition, and also for the pending 404 IP. Please note that the moratorium on in-water work will apply to the Neuse River and floodplain when inundated per previous discussions and commitments.We are only requesting clarification on the use of pile cushions outside of the river for the permanent overflow structure and temporary work platform. 1 Also,for your information,there are discussions within the Division about requesting re-initiation of the consultation regarding two restrictions placed on the pile driving by NMFS: the 5 piles per day and daylight hours only conditions. In discussion with NMFS,there may be opportunity to request an increased number of piles per day especially closer to the bank of the river, and also to change daylight hours (which are very short in the winter obviously)to a time period more reflective of a typical day(i.e. 5am to 9pm or similar). This has not been initiated yet, and we would appreciate your input on how that would affect your permit conditions if the NMFS Section 7 Concurrence was modified slightly in the future. Would you require a formal modification to comply with an updated Section 7 concurrence, and would it be a major effort or minor change down the road? Thanks for your consideration and input on these matters. Thanks Phil Philip May Senior Scientist/Vice President CAROLINA ECOSYSTEMS INC. (919) 606-1065 3040 NC Hwy 42 West Clayton NC 27520 PO Box 41 Lewisville NC 27023 2 Brittingham, Cathy From: Lane, Stephen Sent: Tuesday, April 14, 2020 2:03 PM To: Brittingham, Cathy Subject: FW: [External] B-4484 I just realized that I didn't forward this on to you earlier for the files. This is clarification on how work is to be done in the temp. fill areas associated with the channel relocation. From: Phil May<phil.may@carolinaeco.com> Sent:Wednesday,April 08, 2020 5:27 PM To: Lane, Stephen <stephen.lane@ncdenr.gov> Cc:Whitley, Casey K<ckwhitley@ncdot.gov> Subject: Re: [External] B-4484 External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Thanks Stephen. Phil May Carolina Ecosystems, Inc. (919)606-1065 From: Lane, Stephen<stephen.lane@ncdenr.gov> Sent:Wednesday, April 8, 2020 5:26:11 PM To: Phil May<phil.may@carolinaeco.com> Cc:Whitley, Casey K<ckwhitlev@ncdot.gov> Subject: RE: [External] B-4484 Phil, Thanks for checking into this issue for me. This should work with our condition. Regarding the email that I thought that I had send out, It appears that the email did not go out so I apologize that I misspoke on that. I had started drafting it, but did not finish and press the send button, so to formally let you know,the DMF agreed to revise their requested moratorium to Feb.15 to Sept. 30. We are nearing completion of our application review and you should be hearing from us in the near future. If I can be of further assistance, please let me know. Thanks, Stephen From: Phil May<phil.may@carolinaeco.com> Sent:Wednesday,April 08, 2020 4:40 PM To: Lane,Stephen<stephen.lane@ncdenr.gov> Cc:Whitley, Casey K<ckwhitley@ncdot.gov> Subject: [External] B-4484 CAUTION: 1 Stephen Just following up from our conversation yesterday on the temporary impact area around the channel relocation on B- 4484. NCDOT anticipates the contractor using wetland mats to protect temporary wetland impact areas from compression and other disturbance from heavy construction equipment. If the selected contractor proposes an alternative, of equal or less temporary impact,to mats typically used in these areas,we would allow agency review time to determine if the method is acceptable. Is that acceptable for your condition? We are pretty confident that they would use standard mats, but would like to maintain flexibility if a better idea is proposed. Also,we don't have to have an email back on the moratorium window as it will be in the permit, but I think you mentioned sending one yesterday and I don't see it so wondering if it went missing. Thanks Phil Philip May Senior Scientist/Vice President CAROLINA ECOSYSTEMS INC. (919) 606-1065 3040 NC Hwy 42 West Clayton NC 27520 PO Box 41 Lewisville NC 27023 2 From:Whitley, Casey K<ckwhitley@nrdot.gov> Sent: Friday,April 10,2020 1:10 PM To:Steffens,Thomas A CIV USARMY CESAW(USA)<Thomas.A.Steffens@usace.armv.mi'_>; Lane,Stephen <stephen.lane@ncdenr.go„>;Ward,Garcy< ,rcv.wardCQJncdenr.gov> Cc:Phil.may<phil.mav@carolinaeco.co.; >; Farino,Jennifer<Jennifer.Farino@rsandh.cc, :>;Yeung, Hon F <hffeung(&ncdot.gov>;Cabaniss,Jeffrey D< Subject: [Non-DoD Source] Fwd: [External]Sec 7 transmittal, NCDOT Maple Cypress Rd Bridges 138 139 Replacements,SERO- 2019-03491 Gentlemen, Please find the attached letter from NMFS. Please let me know if you need anything else from them for this project. Casey Get Outlook for iOS From: Karla Reece-NOAA Federal <;arla.reece@noaa.gov> Sent: Friday,April 10, 2020 12:29:09 PM To: Whitley, Casey K<ckwhitlev@ncdot.gov> Cc:Sarah Garvin- NOAA Affiliate < rah.garvin@noaa.go,>; Zachary Hughes- NOAA Affiliate< r.hughes@noaa.gov> Subject: [External] Sec 7 transmittal, NCDOT Maple Cypress Rd Bridges 138 139 Replacements, SERO-2019-03491 External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Hello, Please find attached your completed Section 7 consultation letter for the subject project. The project has been assigned a tracking number in our new NMFS Environmental Consultation Organizer (ECO), SERO-2019-03491. Please refer to the ECO tracking number if you should have any future inquiries regarding this project. Thank you Karla I am Teleworking due to Covid-19. If you need to reach me directly please call my cell during business hours(9am-3:30pm M- F)at 727/612-2012 /><((((2>' '•.,,.><((((2>,.•'-'•.,><((((9>' ><((((°> Karla Reece- Section 7 Team Lead Interagency Cooperation Branch National Marine Fisheries Service Southeast Regional Office Protected Resources phone: 727/824-5348 email: karla.reeceCcUnoaa.gov Section 7 Guidance Webpage-UPDATED URL Action A encies,want your consultations quicker? Check out the Expedited process! Thic is II nnvarnmant amail Arco'int Vnj Ir Pmails to this address leo or eita. UNITED STATES DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration R NATIONAL MARINE FISHERIES SERVICE * r Southeast Regional Office 263 13th Ave S St.Petersburg, Florida 33701-5505 https://www.fisheries.noaa.goviregiordsoutheast 04/10/2020 F/SER31:KR/SG SERO-2019-03491 Casey Whitley,P.E.,P.L.S. North Carolina Department of Transportation Highway Division 2 2815 Rouse Road Extension Kinston,NC 28504 Dear Mr.Whitley: This letter responds to your request for consultation with us,the National Marine Fisheries Service (NMFS),pursuant to Section 7 of the Endangered Species Act(ESA)for the following action. Applicant(s) SERO Number Project Type(s) North Carolina Department of SERO-2019-03491 Bridge demolition and Transportation(NCDOT) replacement Consultation History We received your letter requesting consultation on November 13,2019. We requested additional information on November 22,2019. We received a final response on February 27,2020,and initiated consultation on that date. Project Location Address Latitude/Longitude Water Body Bridges 138 and 139 on SR 35.312500°N,77.302200°W Neuse River,approximately 1470(Maple Cypress Rd), (North American Datum 1983) 25 river miles upstream of Griffon,Craven County,North Pamlico Sound Carolina id O R 3 2 �9rrv� .. p X .�'.0 •----.,., .ti ridge 139 ift Bridge 138(35.312500'N, 77.302200'W) ry A` Google Earth N 1000 ft I Image of the project area and surrounding location(©2020 Google Earth) Existing Site Conditions The project site is located on SR 1470 over the Neuse River and the Neuse River Overflow near the Town of Grifton,Craven County,North Carolina,approximately 25 river miles upstream of New Bern,North Carolina,and the Pamlico Sound. The existing Bridge 138 over the Neuse River is 580.5 feet(ft)long and 26.17 ft wide and accommodates two 11-ft-wide lanes with 1-ft-wide shoulders. The bankful width of the river here is approximately 350 ft. The existing bridge 138 has 14 spans consisting of reinforced concrete deck on steel beams varying from 40 to 60 ft and supported by concrete cap and timber pile bents. The existing Bridge 139 over the Neuse River floodplain overflow area is 180 ft long and 30 ft wide and accommodates two 11-ft-wide lanes with 3-ft-wide shoulders. The existing bridge has two 45-ft spans consisting of prestressed concrete cored slabs and supported by concrete caps and steel pile bents. The proposed project area is comprised of undeveloped land associated with the Neuse River floodplain and undeveloped upland forests. The substrate type in the project area is described as silt/sand with water depths ranging between 0 and 12 ft. No submerged aquatic vegetation was reported in the project area. Project Description NCDOT proposes building new replacement bridges just upstream and adjacent to the existing bridges over the Neuse River and Neuse River overflow before demolishing the existing bridges. The replacement bridges will be built parallel to the existing bridges prior to demolition activities to maintain traffic flow during this project. Two temporary work platforms will be constructed to facilitate installation of the new bridge over the Neuse River. Over the Neuse River,NCDOT plans to construct a 600-ft-long bridge consisting of six 100-ft spans. Each span will consist of 54-inch(in)prestressed concrete girders supported by reinforced concrete cap end bents on steel piles and reinforced concrete cap bents on steel pipe piles. It will carry two 11- 2 ft lanes with 4-ft shoulders on each side of the bridge. A total of twenty 36-in steel pipe piles(4 piles per bent),including 16 piles within the Neuse River,will be driven to support the bridge. The installation will be performed from the proposed temporary work platforms or by barge. The proposed new structure will have a clearance of approximately 28.5 ft over the mean high water (MHW)level. The overflow bridge proposed by NCDOT in the Neuse River floodplain will consist of four 100-ft spans totaling 400 ft in length. Each span consists of 54-in prestressed concrete girders supported by reinforced concrete cap end bents on steel. It will carry two 11-ft lanes with a 6-ft shoulder on the low side of the bridge and a 3-ft shoulder on the high side of the bridge. A total of fifteen 24-in steel pipe piles(5 piles per bent)will be driven within the floodplain to support the bridge. Two temporary work platforms with 20-ft spans will be utilized to construct the new bridges. The platform over the Neuse River will be constructed in 2 separate segments to allow vessel passage throughout construction. It is anticipated that a maximum of one hundred and forty-four 30-in steel piles will be driven within the surface water of the Neuse River,and a maximum of two hundred and eighty-two 30-in steel piles will be driven within the floodplain to construct the temporary work platforms. The 2 existing bridges will be removed using top-down methods and mechanized equipment. The existing pilings will either be removed completely by vibratory extraction or be cut flush with the riverbed. No material from the existing bridges will remain within the river. No explosives will be used for demolition associated with this project. The proposed demolition and construction will take approximately 48 months to complete. Pile Types Proposed for Construction Installation Number Pile Max.No.of Piles to be Avg.Strikes Pile Material Method of Piles Size Driven Per Day Per Pile Steel Pipe(Neuse Impact River Bridge) hammer20 36 in 5 675 Steel Pipe(Neuse River Overflow Impact 15 24 in 5 477 Bridge) Hammer Steel Pipe (Temporary Work Impact Platforms—Neuse Hammer, 144 30 in 5 114 River) Steel Pipe (Temporary Work Impact 282 30 in 5 114 Platforms—Neuse Hammer River Overflow) Construction Conditions NCDOT will implement the following construction conditions. • From February 15 to September 30,no work shall be allowed to take place within the Neuse River. Construction activities may take place from temporary work bridges as long as they are installed and removed outside of the restrictive season. • All in-water work and pile driving will be performed during daylight hours only. • The applicant has also agreed to adhere to NMFS's Sea Turtle and Smalltooth Sawfish 3 Construction Conditions.' This includes the requirement that construction stops temporarily if an ESA-listed species is sighted within 50 ft of mechanical construction equipment. • All construction personnel will be responsible for observing water-related activities to detect the presence of ESA-listed species and avoid them. • Turbidity will be monitored and controlled. • Turbidity barriers will be used throughout construction to ensure that turbidity levels within the project area do not exceed background conditions. Turbidity curtain material shall be supported by a flotation material having over 29 lbs/ft buoyancy. The floating curtain shall have a 5/16"galvanized chain as ballast and dual 5/16"galvanized wire ropes with a heavy vinyl coating as load lines.The Contractor shall maintain the Floating Turbidity Curtain in a satisfactory condition until its removal is requested by the Engineer. The curtain shall extend to the bottom of the jurisdictional resource. Anchor the curtain according to manufacturer recommendations. • Turbidity barriers will be positioned in a way that does not block species' entry or exit from designated critical habitat. • All turbidity curtains and other in-water equipment will be properly secured with materials that reduce the risk of entanglement of marine species. Turbidity curtains will be made of materials that reduce the risk of entanglement of marine species. • No more than 5 piles will be driven per day. • A wood cushion block will be implemented for noise abatement during pile driving. • One of the following methods will be used outside of the restrictive season when in-water work is allowed to give any Atlantic sturgeon the opportunity to leave an area prior to full- force pile driving on each project. These procedures will be used for a minimum of 10 minutes prior to full-force pile driving: o "Ramp up"method(i.e.,pile driving starts at a very low force and gradually builds up to full force), o "Dry firing"method(i.e.,operating the pile hammer by dropping the hammer with no compression),or o "Soft start"method(i.e.,noise from hammers is initiated for 15 seconds, followed by a 1-minute waiting period—this sequence is repeated multiple times). Effects Determination(s)for Species the Action Agency or NMFS Believes May Be Affected by the Proposed Action Species ESA Listing Action Agency Effect NMFS Effect Status2 Determination3 Determination Fish Atlantic Sturgeon,Carolina T NLAA NLAA Distinct Population Segment (DPS) 'NMFS.2006.Sea Turtle and Smalltooth Sawfish Construction Conditions revised March 23,2006.National Oceanic and Atmospheric Administration,National Marine Fisheries Service,Southeast Regional Office, Protected Resources Division,Saint Petersburg,Florida. httpsJ/www.fisheries.noaa.gov/webdam/download/92937961) s T=threatened NLAA=not likely to adversely affect 4 Critical Habitat The project is located within the boundary of Carolina Unit 3—Neuse River Unit for Atlantic sturgeon critical habitat. The physical and biological features(PBFs)of the critical habitat are described in the table below. We believe that only the PBFs 3 and 4 may be affected by the proposed action. Atlantic Sturgeon Critical Habitat PBFs and their Purpose/Function PBF Purpose/Function of PBF Hard Hard bottom substrate Necessary for settlement of fertilized eggs,refuge, Substrate (e.g.,rock,cobble,gravel, growth,and development of early life stages (PBF 1) limestone,boulder,etc.)in low salinity waters(i.e., 0.0-0.5 parts per thousand [ppt]range) Salinity Aquatic habitat with a Necessary for juvenile foraging and physiological Gradient and gradual downstream development Soft salinity gradient of 0.5 ppt Substrate up to as high as 30 ppt and (PBF2) soft substrate(e.g.,sand, mud)between the river mouth and spawning sites Unobstructed Water of appropriate depth Necessary to support: Water of and absent physical • Unimpeded movement of adults to and from Appropriate barriers to passage(e.g., spawning sites Depth locks,dams,thermal • Seasonal and physiologically dependent (PBF 3) plumes,turbidity,sound, movement of juvenile Atlantic sturgeon to reservoirs,gear,etc.) appropriate salinity zones within the river between the river mouth estuary and spawning sites • Staging,resting,or holding of subadults or spawning condition adults. Water depths in main river channels must also be deep enough (at least 1.2 meters [m])to ensure continuous flow in the main channel at all times when any sturgeon life stage would be in the river Water Water quality conditions, Necessary to support: Quality especially in the bottom 1 • Spawning (PBF 4) m of the water column with • Annual and inter-annual adult,subadult,larval, the appropriate and juvenile survival combination of • Larval,juvenile,and subadult growth; temperature and oxygen development;and recruitment. Appropriate values temperature and oxygen values will vary interdependently and depending on salinity in a particular habitat. For example,6.0 milligrams per liter(mg/L) dissolved oxygen(DO)or greater likely supports juvenile rearing habitat,whereas DO less than 5.0 mg/L for longer than 30 days is less likely to support rearing when water temperature is greater than 25°C. In temperatures greater than 26°C,DO greater than 4.3 mg/L is needed to protect survival and growth. Temperatures of 13 to 26°C likely support spawning habitat. 5 Analysis of Potential Routes of Effects to Species Listed species may be physically injured if struck by construction equipment,vessels,or materials. This potential effect is discountable due to the ability of the species to move away from the project site when disturbed. Fish are highly mobile species and are able to avoid construction noise,moving equipment,and placement or removal of materials during construction. Noise,construction activity,and materials may prevent or deter listed species from entering the project area. We believe the effects to listed species from exclusions to the project area will be insignificant. Any exclusionary effects will be temporary,and only relatively small areas of the project area will be excluded at any point in time. Noise created by pile driving activities can physically injure animals or change animal behavior in the affected areas. Injurious effects can occur in 2 ways. First,immediate adverse effects can occur to listed species if a single noise event exceeds the threshold for direct physical injury. Second,effects can result from prolonged exposure to noise levels that exceed the daily cumulative exposure threshold for the animals,and these can constitute adverse effects if animals are exposed to the noise levels for sufficient periods. Behavioral effects can be adverse if such effects interfere with animals migrating, feeding,resting,or reproducing,for example. Our evaluation of effects to listed species as a result of noise created by construction activities is based on the analysis prepared in support of the Opinion for SAJ-824. Based on our noise calculations,the installation of 36-in steel piles by impact hammer with noise abatement will cause single-strike or peak-pressure injurious noise effects of up to 15 ft. Due to the mobility of ESA-listed fish species, we expect them to move away from noise disturbances. The included construction conditions require the use of ramp-up,dry firing,or soft start procedures in order to create avoidance behavior before impacts reach an energy level sufficient to pose risk of injury. Because we anticipate that animals will move away,we believe that an animal's suffering physical injury from single-strike impact noise is extremely unlikely to occur. The cumulative sound exposure level(cSEL)of multiple pile impact strikes over the course of a day may cause injury to ESA-listed species at a radius of up to 11 ft. We believe that the potential for injury due to cSEL is discountable. For listed species to experience injury from cSEL,they must remain in the potential injury radius for an extended period even as the noise levels exceed the value which is expected to cause avoidance behavior. Because ESA-listed animals are mobile, it is expected that they will move away from sound sources that exceed the behavioral threshold. Pile driving activities for the proposed action could result in behavioral effects to maximum radii of 131 ft for ESA-listed fish. Due to the mobility of ESA-listed fish species,we expect them to move away from noise disturbances in this open-water environment. Because there is similar habitat nearby,we believe behavioral effects will be insignificant. If an individual chooses to remain within the behavioral response zone,it could be exposed to behavioral noise impacts during pile installation. Since installation will occur only during the day,these species will be able to resume normal activities during quiet periods between pile installations and at night. Based on our noise calculations,removal of piles by vibratory hammer will not result in any form of injurious noise effects. Analysis of Potential Routes of Effects to Critical Habitat Unobstructed water of appropriate depth(PBF 3)that supports staging,resting,holding,or movement of various life stages of Atlantic sturgeon may be affected by the installation of piles and temporary work structures. We believe the obstructions created by the permanent installation of fifteen 36-in 4 NMFS. Biological Opinion on Regional General Permit SAJ-82(SAJ-2007-01590),Florida Keys,Monroe County,Florida. June 10,2014. 6 steel piles and the temporary installation of one hundred and forty-four 30-in steel piles in the Neuse River will have an insignificant effect on PBF 3. The permanent piles will occupy a smaller footprint than the existing piles,and the temporary piles will be installed with a minimum span of 20 ft between bents and will maintain a navigational channel opening of approximately 100 ft,ensuring that a significant majority of the river width will be available for passage. Sedimentation effects are not anticipated to reach a level that would create a depth barrier,and the implementation of the construction moratorium will ensure that there is no noise barrier to migrating individuals in the event they are present in the river. Water quality(PBF 4)supporting important life functions,such as growth and reproduction,of various life stages of Atlantic sturgeon may be affected by temporary and highly localized turbidity and associated effects on suitable water temperature and oxygen values caused during installation of piles and temporary work bridges. Turbidity curtains will be used to contain turbidity;therefore,we believe the effects to PBF 4 from any small amount of turbidity that may escape will be insignificant. We also expect construction-induced turbidity to be temporary and to settle out within a short period of time. Additionally,no in-water work will take place during February 15 and September 30 each year to prevent adult,larval,and small juvenile sturgeon from being exposed to elevated turbidity levels during times of the year when they are more likely to be present in the project area. Conclusion Because all potential project effects to listed species were found to be discountable or insignificant, we conclude that the proposed action is not likely to adversely affect listed species under NMFS's purview. This concludes your consultation responsibilities under the ESA for species under NMFS's purview. Consultation must be reinitiated if a take occurs or new information reveals effects of the action not previously considered,or if the identified action is subsequently modified in a manner that causes an effect to the listed species or critical habitat in a manner or to an extent not previously considered,or if a new species is listed or critical habitat designated that may be affected by the identified action. NMFS's findings on the project's potential effects are based on the project description in this response. Any changes to the proposed action may negate the findings of this consultation and may require reinitiation of consultation with NMFS. We look forward to further cooperation with you on other projects to ensure the conservation of our threatened and endangered marine species and designated critical habitat. If you have any questions on this consultation,please contact Karla Reece, Section 7 Team Lead,at karla.reece@noaa.gov. Sincerely, REECE.KARLA D18841,v 41894d by REECE.KARLA.M 1365885962 .M.1365885962 Dem.2020.04.1012:19:35-04'00' for David Bernhart Assistant Regional Administrator for Protected Resources File: 1514-22.1.1 7 From: Phil May<phil.may@carolinaeco.com> Sent: Monday,April 06,2020 3:52 PM To: Lane, Stephen<stephen.lane@ncdenr.gov> Cc: Brittingham, Cathy<cathy.brittingham@ncdenr.gov>;Whitley,Casey K<ckwhitley@ncdot.gov> Subject: RE: [External] B-4484 Major CAMA Permit External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Stephen, Due to continued conversation with NMFS regarding the details of their final approval letter,the Division has decided to commit to pile cushions for B-4484 and not allow contractors the option to use bubble curtains for this project. With bubble curtains only being used once in the state so far, DOT does not have standard specs and doesn't want to rush into that without some more evaluation of the proper kind of curtain and implementation for the bid that is coming up soon. They may still be evaluated for future projects. We would still like to see if it would be acceptable for the moratorium to begin on 2/15,considering the contractor will be required to use pile cushions and other measures detailed in the original submittal. Please let us know if you have any questions. Thanks Phil Phil May CAROLINA ECOSYSTEMS INC. (919)606-1065 From: Lane,Stephen<stephen.laneCa1ncdenr.gov> Sent: Friday, April 3, 2020 1:49 PM To: Phil May< - ili. iap@ i aru IiueC O.COm> Cc: Brittingham,Cathy<cathy.brittingham@ni rov> Subject: RE: [External] B-4484 Major CAMA Permit 1 Brittingham, Cathy From: Brittingham, Cathy Sent: Friday, April 03, 2020 12:53 PM To: Harrison,James A Cc: Stephen Lane; Deaton, Anne Subject: FW: Emailing: NCDOT_Bridge replacement 138&139 over Neuse River Comments Signed Attachments: NCDOT_Bridge replacement 138&139 over Neuse River Comments Signed.pdf Hello, Regarding the e-mail sent by Stephen Lane today, here is some additional background information, FYI. Please see attached the comments received from DMF on 1/28/20. This CAMA permit application was placed on hold due to multiple project changes,as well as the unresolved NMFS fisheries consultation. Sincerely, Cathy Cathy Brittingham,Transportation Project Coordinator N.C. Division of Coastal Management (919)707-9149 phone cathy.brittingham@ncdenr.gov Mailing Address: • c/o DWR Transportation Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Physical Address: 512 North Salisbury Street Archdale Building 12th Floor, Room 1204C Raleigh, NC 27604 Please visit https://deq.nc.gov/about/divisions/coastal-management/for more information about the N.C. Division of Coastal Management. E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties Original Message From: Weychert, Curtis R Sent:Tuesday,January 28,2020 9:37 AM To: Brittingham, Cathy<cathy.brittingham@ncdenr.gov> Subject: Emailing: NCDOT_Bridge replacement 138&139 over Neuse River Comments Signed Cathy, Attached are my comments for the project. Sorry for the delay Curtis Weychert 1 ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary BRAXTON C.DAVIS Director December 16, 2019 MEMORANDUM: FROM: Cathy Brittingham, DCM DOT Project Coordinator DWR-Transportation Permitting Unit 1617 Mail Service Center, Raleigh NC 27699-1617 (Courier 52-01-00) Cathy.Brittinahamc ncdenr.gov SUBJECT: CAMA/Dredge&Fill Application Review Applicant: NC Department of Transportation Project Location: Bridge 138& 139 in Craven County Proposed Project: Replacement of Bridge No. 138 & 139 Please indicate below your agency's position or viewpoint on the proposed project and return this form by January 10, 2020 at the mail/email address above. If you have any questions regarding the proposed project, please contact Stephen Lane 252-808-2808 Ext. 208. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. **Additional comments may be attached** This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. PRINT NAME f,(tp'( AGENCY NCA71dt,F SIGNATURE (,.1 )1/4 DATE orrirrr drnwrrr ann. North Carolina Department of Environmental QualityV I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557 252,808.2808 a O cARp �'4 ROY COOPER ? y Governor MICHAEL S. REGAN 3 l Secretary /o �� STEPHEN W. MURPHEY FISH Director MEMORANDUM: TO: Cathy Brittingham, DCM DOT Project Coordinator FROM: Curt Weychert, NCDMF Fisheries Resource Specialis SUBJECT: Bridge 138& 139 over the Neuse River DATE: January 27, 2020 A North Carolina Division of Marine Fisheries(DMF) Fisheries Resource Specialist has reviewed the CAMA Major Permit application for proposed actions that impact fish and fish habitats. The applicant is proposing to replace two bridges over the Neuse River and an adjacent overflow. The waters in the prosed project area are designated as an anadromous fish spawning area (AFSA) and a strategic habitat area (SHA) from the Division of Marine Fisheries as well as critical habitat for sturgeon by the National Marine Fisheries Service(NMFS). Anadromous fish spawning areas are those areas where evidence of spawning of anadromous fish has been documented by direct observation of spawning,capture of running ripe females,or indication of eggs or early larvae. This agency has concerns that impacts from pile driving may adversely impact the migration of dnadromous fish in this area of the Neuse River. For this reason, NCDMF recommends that an AFSA moratorium on in water work,to include pile driving,is recommended from 1 February to 30 June. This moratorium reduces the negative effects on critical fish life history activities,to include spawning migrations and nursery functions. Contact Curt Weychert at(252) 808-8050 or Curt.Weychert@'ncdenr.gov with further questions or concerns. -- "Nothing Compares State of North Carolina I Division of Marine Fisheries 3441 Arendell Street I P.O.Box 769 I Morehead City.North Carolina 28557 252-726-7021 From: Lane, Stephen<stephen.lane@ncdenr.gov> Sent: Friday, April 3, 2020 1:49 PM To: Phil May<.;iiii.mav@caroiinaeco.com> Cc: Brittingham, Cathy<cathy.brittingham@ncdenr.gov> Subject: RE: [External] B-4484 Major CAMA Permit Hi Phil, I received your Aprii 2, 2020 email regarding the in-water work moratorium and requirements on the B-4484 project. The Division will consult with the appropriate fisheries resource agencies and consider the requests in light of the feedback from the NMFS. I will contact you in the near future. Thanks, Stephen Brittingham, Cathy From: Lane, Stephen Sent: Friday, April 03, 2020 11:45 AM To: Harrison, James A Cc: Brittingham, Cathy; Deaton, Anne Subject: FW: [External] B-4484 Major CAMA Permit Attachments: RE: [External] Re: SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470 (Maple Cypress Road) over the Neuse River, STIP B-4484; FW: [External] Re: SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470 (Maple Cypress Road) over the Neuse River, STIP B-4484 Hi Jimmy, Could you give me a call on this when you get a chance to start discussions regarding Phil's request. I can provide you with some background information that may be helpful. Thanks, Stephen From: Phil May<phil.may@carolinaeco.com> Sent:Thursday, April 02, 2020 2:12 PM To: Lane,Stephen<stephen.lane@ncdenr.gov> Cc:Whitley, Casey K<ckwhitley@ncdot.gov>; Farino,Jennifer<Jennifer.Farino@rsandh.com>; Brittingham,Cathy <cathy.brittingham@ncdenr.gov> Subject: [External] B-4484 Major CAMA Permit External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Stephen I hope you are keeping safe and healthy. We are providing the following information for your review to assist in finalizing the CAMA Major Permit for B-4484: - In-water construction moratorium: Based on a 1/29/20 email from Cathy Brittingham, the NC Division of Marine Fisheries has requested a moratorium on in-water work from February 1 to June 30. We appreciate their concern for the fisheries resources in the Straits, however request that you consider allowing the moratorium to remain at the currently established February 15 to September 30 window. This moratorium was established in coordination with the NC Wildlife Resources Commission, discussed at the Agency Field Meeting on February 13 2017, and incorporated into the October 2017 EA/FONSI. The National Marine Fisheries Service has informally accepted the moratorium window of February 15 to September 30 for Atlantic Sturgeon (see attached emails), and we anticipate an official letter soon. As part of the negotiation with NMFS, NCDOT has committed to the use of pile cushions or bubble curtains as additional protection for aquatic species over and above the long in-water work moratorium. - In regards to the above pile cushions and bubble curtains, we understand that the November 2019 CAMA Major Permit application specifically called for pile cushions in the text of the document. Negotiations with NMFS since that time have raised the potential for bubble curtains to be used in order to provide flexibility for the best approach once construction begins. We request consideration that a bubble curtain option be included in the CAMA Major permit. However, if that inclusion would require additional time to permit/process we will commit to only using pile cushions,as the let date is approaching. 1 Thank you for your consideration of this information. If you have any questions,or require further information please do not hesitate to call myself or Casey Whitley to discuss. Thanks Phil Philip May Senior Scientist/Vice President CAROLINA ECOSYSTEMS INC. (919) 606-1065 3040 NC Hwy 42 West Clayton NC 27520 PO Box 41 Lewisville NC 27023 2 Brittingham, Cathy From: Whitley, Casey K Sent: Thursday, March 12, 2020 2:12 PM To: Carpenter,Kristi;Ward, Garcy; Steffens, Thomas A SAW; Lane, Stephen; Brittingham, Cathy Cc: Phil May; Farino,Jennifer Subject: B-4484 (Maple Cypress Bridge Replacement, Craven Co.) Attachments: B4484_CAMAMajor_I P_Revision_031220.pdf All, Please find the attached file for the permit modification on B-4484 replacing Bridge 138 and 139 over the Neuse River on Maple Cypress Rd. Please let me know if you all need anything in addition to the attached files in order for your tracking for this project. Casey Whitley, PE, PLS Division 2 Project Engineer (252) 439-2811 (office) ckwhitlev@ncdot.gov 1037 W.H. Smith Blvd Greenville, NC 27835 r Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. 1 • From:Sarah Garvin<sarah.e.garvin@gmail.com> Sent:Thursday, February 27, 2020 9:07 PM To:Whitley, Casey K<ckwhitlev@ncdot.gov> Cc: Phil May<phil.mav@carolinaeco.com>; Mellor, Colin <cmellor@ncdot.gov>; Steffens,Thomas A SAW <Thomas.A.Steffens@usace.armv.mil>; Ward, Garcy<garcv.ward@ncdenr.gov>; Lane, Stephen <stephen.lane@ncdenr.gov>; Brittingham, Cathy<cathv.brittingham@ncdenr.gov>; Farino,Jennifer <Jennifer.Farino@rsandh.com>;Yeung, Hon F<hfveung@ncdot.gov> Subject: Re: [External] Re:SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470(Maple Cypress Road) over the Neuse River, STIP B-4484 Thank you. I will get to work on completing my analysis. Sarah On Thu, Feb 27, 2020 at 11:07 AM Whitley, Casey K<ckwhitlev@ncdot.gov>wrote: Sarah, For the project SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470(Maple Cypress Road) over the Neuse River,STIP B-4484, we will require the contractor for this project to use a noise attenuation device during pile driving activities. As to not limit the contractor on the type of noise attenuation device they can use we will allow them to choose to use either a wood cushion block or bubble curtains as their noise attenuation device. Please let me know if you need any additional information. Casey Whitley, PE, PLS Division 2 Project Engineer (252)439-2811 (office) ckwhitlev@ncdot.gov 1037 W.H. Smith Blvd Greenville, NC 27835 From:Sarah Garvin <sarah.e.garvin@gmail.com> Sent: Friday, February 21, 2020 8:48 AM To:Whitley, Casey K<ckwhitlev@ncdot.gov> Subject: Re: [External] Re: SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470 (Maple Cypress Road) over the Neuse River, STIP B-4484 Casey -- Sounds good. A head's up that unless we have resolution by February 28th, we must close out the consultation request. We are under increasing scrutiny from the highest levels of this administration to conclude all ESA Section 7 consultations in an efficient manner. In fact, we are required to report monthly why consultations are 'overdue'. As a result, we are not keeping consultations open for projects that do not have a final project design. Stay safe and stay warm. Sarah On Fri, Feb 21, 2020 at 8:43 AM Whitley, Casey K<ckwhitley@ncdot.Rov>wrote: Hey Sarah, I will get back to you either later today or on Monday with an answer. I'm trying to round up a couple of comments from a couple of people and will respond back. We have had a snow storm over night here and everyone is either home or busy with storm stuff. Casey From:Sarah Garvin <sarah.e.garvin@gmail.com> Sent:Thursday, February 20, 2020 5:44 PM To: Whitley, Casey K<ckwhitlev@ncdot.gov> Subject: Re: [External] Re: SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470(Maple Cypress Road) over the Neuse River, STIP B-4484 Hi Casey-- Any update on the status of this project? I am afraid we are circling the 45-day deadline for consulting on this before asking for re-initiation. Thanks, Sarah On Tue,Jan 28, 2020 at 8:43 AM Whitley, Casey K<ckwhitley@ncdot.gov>wrote: Hey Sarah, Just want to let you know we haven't forgot you.We are still talking internally about the commitments. I will keep you abreast of the situation as we move forward. Casey From:Sarah Garvin<sarah.e.garvin@gmail.com> Sent:Wednesday,January 8, 2020 11:30 AM To: Whitley, Casey K<ckwhitley@ncdot.gov> Subject: Re: [External] Re: SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470 (Maple Cypress Road) over the Neuse River, STIP B-4484 Hi Casey-- Again, I am sorry I am unavailable for a conference call this afternoon.Just to summarize what we discussed on the phone -- in order to reduce Peak injury impacts to ESA-listed fish from impact pile driving of 36" steel pipe pilings for the temporary work bridges, noise abatement will be necessary. Noise abatement options include (1)wood cushion blocks, (2) air bubble curtains, or(3) dewatered cofferdams/isolated casings. We will need confirmation on which type of noise abatement method will be used before I can proceed. Thanks again for the chat today and Happy New Year. Let me know if you have additional questions following your call this afternoon. Sarah On Tue,Jan 7, 2020 at 4:21 PM Whitley, Casey K<ckwhitlev@ncdot.gov>wrote: Sarah, Will you be a available tomorrow for a call? I have a question for clarification. Casey From: Sarah Garvin<sarah.e.garvin@gmail.com> Sent: Friday,January 3, 2020 2:56:03 PM To:Whitley, Casey K<ckwhitlev@ncdot.gov> Subject: Re: [External] Re:SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470 (Maple Cypress Road) over the Neuse River, STIP B-4484 One more question. My pile driving noise analysis indicates that noise attenuation will be necessary to reduce impacts to listed species. Would it be possible to confirm that these devices (i.e., air bubble curtains)will be used during pile driving as outlined in the PDCs included with the consultation request (see below)? Activity-specific PDCs for pile installation and removal activities: A7.1 All temporary and permanent piles will be installed/constructed following the PDCs outlined in Section 5.2 ("Noise") below and Appendix A. A7.1.1 Pile installation/construction/removal activities will not produce noise to levels that are considered "injurious"to sturgeon or sea turtles. A7.1.2 When necessary(when levels may be injurious or cause behavioral modification) noise attenuation devices will be used to decrease underwater noise to levels below those that are considered "injurious" or to cause behavioral modifications.Typical attenuation includes: (1) air bubble curtains; and, (2) isolation casings,which can be coordinated with NMFS. Thank you! Sarah On Mon, Dec 30, 2019 at 10:11 AM Whitley, Casey K<ckwhitlev@ncdot.gov>wrote: Hi Sarah, I hope you had a good Christmas holiday.The information for the temporary platform for bridge 138 in the Neuse River you requested is: we anticipate a maximum of 144 piles 30" steel piles within the surface water of the Neuse River(707 sq. ft.) and a maximum of 282 piles 30" steel piles outside the surface water, but within the floodplain (1384 sq.ft.) on the Neuse River platform. Please let me know if you need any additional information or any further clarification. Casey From:Sarah Garvin <sarah.e.garvin@gmail.com> Sent: Friday, December 13, 2019 2:55 PM To:Whitley, Casey K<ckwhitlev@ncdot.gov> Subject: [External] Re: SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470(Maple Cypress Road) over the Neuse River, STIP B-4484 Casey— I don't see an estimate for a number of piles needed to make the structure in your drawing. What is meant by a 2-ft pile row?What size piles are used typically and how many?The drawing is great, but I need to have an estimate of the maximum number and type of piles necessary to build the temporary work platforms of the size and square footage shown in the diagram. Thanks, Sarah On Friday, December 13, 2019, Whitley, Casey K<ckwhitley@ncdot.gov>wrote: Sarah, We have plotted the drawing used for the impact numbers and have attached it for reference.There are spots on the Neuse River bridge site that are not full spans in impact areas so it is hard to quantify the number of spans, as seen in the PDF.The methodology used provides a conservative estimate while giving the contractor the freedom to build the work platform with the materials they feel best for this project. Feel free to let me know if you have any questions or want any further clarification. Casey From:Sarah Garvin <sarah.e.garvinCc@gmail.com> Sent:Thursday, December 12, 2019 10:31 AM To: Whitley, Casey K<ckwhitley@ncdot.gov> Subject: Re: [External] SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470 (Maple Cypress Road)over the Neuse River, STIP B-4484 Gotcha. If possible, could you give me a maximum estimate for the number and type of piles typically used for the temporary platforms necessary for this project? I need this information to complete my review of this project. Once I have this estimate, I can send my analysis on for review. Thanks, Sarah On Thu, Dec 12, 2019 at 10:08 AM Whitley, Casey K<ckwhitley@ncdot.gov>wrote: Sarah, "Worst case" in this context was supposed to mean the minimum span, and therefore present the maximum impact to aquatic resources. Let me know if you have any further questions. Casey From:Sarah Garvin<sarah.e.garvin@gmail.com> Sent:Thursday, December 12, 2019 8:49 AM To:Whitley, Casey K<ckwhitley@ncdot.gov> Subject: Re: [External] SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470 (Maple Cypress Road)over the Neuse River, STIP B-4484 Good morning, Casey-- I am working on your consultation request and I wondered about the following wording concerning the temporary work bridges in your response to my request for for additional information. In your response it states, "...worst case of minimum 20-foot temporary work platform spans. " A worst case minimum?Or a worst case maximum? Thanks, Sarah 727-631-7657 On Mon, Dec 9, 2019 at 3:13 PM Whitley, Casey K<ckwhitlev@ncdot.gov>wrote: > > Karla, > > Please see our responses to your question in the original e-mail you sent. Please let me know if you have any further questions or comments. > > Casey Whitley, PE, PLS > Division 2 Project Engineer > (252) 439-2811 (office) >ckwhitley@ncdot.gov > 1037 W.H. Smith Blvd >Greenville, NC 27835 > > From: Karla Reece- NOAA Federal<karla.reecePnoaa.gov> >Sent: Friday, November 22, 2019 11:26 AM >To: Whitley, Casey K<ckwhitlev@ncdot.gov> > Cc: Sarah Garvin <sarah.e.garvin(a@gmail.com> >Subject: [External] SERO-2019-03491, Replacement of Bridge No. 138 and Bridge No.139 on SR 1470 (Maple Cypress Road) over the Neuse River, STIP B-4484 > >Good Day, Casey, > I am forwarding you a request for additional information from our ESA Section 7 Consultant, Sarah Garvin. She is cc'd with this email, please reply all to ensure she gets the information back from you as timely as possible. The project has been assigned a tracking number in our new NMFS Environmental Consultation Organizer(ECO), SERO-2019- 03491. Please refer to this number in any future inquiries regarding this project. > >We are requesting additional information necessary to complete consultation under the ESA section 7 for the Replacement of Bridge No. 138 and Bridge No.139 on SR 1470 (Maple Cypress Road) over the Neuse River project. Please provide the following: > > Please clarify some of the information included in your consultation request.On the Section 7 Checklist, in the table for pile installation (#6), it says that sixteen 36-inch metal piles will be driven by impact hammer. In the cover letter,you describe the project as follows: > > "Bridge 138 will consist of 6—100' spans totaling 600' in length. Each span consists of 54" prestressed concrete girders supported by reinforced concrete cap end bents on steel piles and reinforced concrete cap bents on steel pipe piles. It will carry two 11-foot lanes with 4-foot shoulders on each side of the bridge.A total of 20 steel pipe piles(4 piles per bent) will be driven to support the bridge, including 20 piles in the Neuse River.The installation will be performed from the proposed work platform or by barge. Bridge 139 will consist of 4—100'spans totaling 400' in length. Each span consists of 54" prestressed concrete girders supported by reinforced concrete cap end bents on steel piles and reinforced concrete cap bents on steel pipe piles. It will carry two 11-foot lanes with a 6-foot shoulder on the low side of the bridge and a 3-foot shoulder on the high side of the bridge.A total of 15 steel pipe piles(5 piles per bent)will be driven to support the bridge." > > Using the project description above, a total of 35 steel pipe piles will be driven to support both proposed bridges. Please clarify the total number of piles to be driven, the dimensions and material of the piles to be driven, the anticipated number of piles to be driven per day, and the estimated average number of strikes per pile. >The paragraph description includes the total number of bents for bridges 138 and 139, however the table in the Checklist provides only those bents that will occur within the Neuse River itself. On Bridge 138, Bents 1-4 will be within the banks of the Neuse River while Bent 5 will be adjacent to the river. Therefore,4 bents with 4 36" metalized steel pipe piles each (16 total) will be driven within the Neuse River. The remaining 4 36" metalized steel pipe piles (Bent 5) and all 15 24"galvanized steel pipe piles for Bridge 139 will be driven in the floodplain of the Neuse River outside the prescribed moratorium period. >The anticipated number of piles driven per day and the estimated average number of strikes per pile are not available at this time. This information will vary based on the selected contractor for the project and the type of equipment used to install the piles. > How many piles will be driven to support the temporary work platforms?What types of piles are anticipated for temporary work platforms? >The number of piles driven to support the temporary work platforms, and type of piles, is not available at this time. This information will vary based on the selected contractor(let is scheduled for April 2020)for the project and the available materials that they will use for the work bridge. The impacts presented in the permit drawings are based on contractor input and include a worst case of minimum 20-foot temporary work platform spans. The area of impact was calculated at each 20-foot span assuming a 2-foot pile row the full width of the platform, resulting in a very conservative (high) 2,905 square feet of surface water impact. > Please clarify whether any in-water excavation will occur as part of the proposed project. If yes, please indicate the methods, depths, and amount. > No in-water excavation will occur as part of the proposed project. Excavation within the floodplain of the Neuse River will occur in the dry. No excavation is proposed within the river itself, unless removal of existing piles is considered excavation. The existing piles will be pulled out with mechanized equipment. > If no response to this request for additional information is received within 45 days, we will assume the consultation is no longer active. We will then close out the consultation request. Please note this 45-day period has been established as a national policy. >Once we have the response to the above questions, I will be able to move forward with this consultation. >Thank you, >Sarah Garvin > ESA Section 7 Consultant >Azura Consulting LLC >727-631-7657 > Karla Reece >Section 7 Team Lead > Interagency Cooperation Branch > National Marine Fisheries Service >Southeast Regional Office > Protected Resources > phone: 727/824-5348 >email: karla.reecePnoaa.gov >Section 7 Guidance Webpage- UPDATED URL >This is a U.S. government email account. Your emails to this address > may be reviewed or archived. Please do not send inappropriate > material. Thank you. Brittingham, Cathy From: Brittingham, Cathy Sent: Tuesday, April 14, 2020 6:45 PM To: Whitley, Casey K Cc: Phil May;Jay Johnson; Tom Steffens; Garcy Ward; Beth Harmon; Wilson, Travis; Harrison,James A; Stephen Lane Subject: B-4484 CAMA Major Permit, Craven County Attachments: B-4484 CAMA permit 45-20.pdf Hello, Attached please find CAMA Major Permit No.45-20 authorizing the construction of TIP No. B-4484, Bridge No. 138 and Bridge No. 139 over the Neuse River and a nearby overflow on SR 1470(Maple Cypress Road) in Craven County. A paper copy will be sent to NCDOT in Greenville. Please let me or Stephen Lane know if you have any questions or concerns. Sincerely, Cathy Brittingham Cathy Brittingham,Transportation Project Coordinator N.C. Division of Coastal Management (919) 707-9149 phone cathy.brittingham@ncdenr.gov<mailto:cathy.brittingham@ncdenr.gov> Mailing Address: • c/o DWR Transportation Permitting Unit 1617 Mail Service Center 1 ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary BRAXTON C. DAVIS Director February 14, 2020 N.C. Department of Transportation Division 2 2815 Rouse Road Extension Kinston,NC 28504 ATTN: Casey Whitley, PE, PLS RE: CAMA Major Permit Application for the proposed Replacement of Bridges No. 138 and 139 over the Neuse River on SR 1470 (Maple Cypress Road) in Craven County,NC. TIP No. B-4484. Dear Mr. Whitley, This letter is in response to a permit application request under the Coastal Area Management Act (CAMA) from the N.C. Department of Transportation(NCDOT)for the above referenced project. Processing of the permit application package for this project, which was received as complete by the Division of Coastal Management's (DCM's) Morehead City District office on December 4, 2019, is ongoing. However, it has been determined that additional information will be required prior to DCM taking final action on your application. These items are summarized below: 1. On January 28, 2020,NCDOT notified DCM that there are changes to the final design plans for this project related to utilities, culvert extensions. NCDOT also indicated that there may be modifications to the project commitments regarding fisheries resources. Therefore, a CAMA permit application revision request is required to include any changes to the final design, including those for the utilities, culvert extensions and/or project commitments regarding fisheries resources. The items needed may include a narrative of any changes, revised plan sheets,revised permit application forms, and a revised Impact Summary Table. In that the rules of the Coastal Resources Commission state that"If the application is found to be incomplete or inaccurate after processing has begun or if additional information from the applicant is necessary to adequately assess the project,the processing shall be terminated pending receipt of the necessary changes or necessary information from the applicant" D_E Q ,,,) NORTH CAROLINA INOoftnont of Enobrownontol�� North Carolina Department of Environmental Quality I Division of Coastal Management DWR Wetlands Unit 1512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617 919.707.9149 [T15A:07J.0204(d)],the Division has determined that in cases such as this,the additional information requested by DCM must be obtained prior to making a final permit decision. Therefore, it is necessary that processing of your permit application be placed in abeyance until such time as the requested information for the proposed project is provided to DCM. As required by T15A:07J.0204(d), during the pendency of any termination of processing, the permit processing period will not run. Upon resolution of the above listed items, DCM will resume processing of the application at the point where it was terminated. Please feel free to contact me or Stephen Lane if you have any questions or concerns. I can be reached by phone at 919-707-9149 or e-mail at Cathy.Brittingham@ncdenr.gov. Stephen can be reached by phone at 252-808-2808 ext. 208 or e-mail at Stephen.Lane(a�ncdenr.gov. Sincerely, Ciettt Cathy Britt. am Transportation Project Coordinator Cc: Jonathan Howell,DCM Stephen Lane,DCM Garcy Ward, DWR Tom Steffens,USACE NORTH CAR,.+,.:D E Q Department a environment.ausirty North Carolina Department of Environmental Quality I Division of Coastal Management DWR Wetlands Unit 1512 North Salisbury Street 1617 Mail Service Center i Raleigh,North Carolina 27699-1617 919.707.9149 Brittingham, Cathy From: Brittingham, Cathy Sent: Friday, January 24, 2020 2:21 PM To: Garcy Ward; Weychert, Curtis R; Tom Steffens Cc: Stephen Lane Subject: B-4484, Bridge 138 & 139 over the Neuse River on SR 1470 in Craven County Hello, DCM is processing a CAMA major permit application from NCDOT for TIP B-4484, Bridge 138 & 139 over the Neuse River on SR 1470 in Craven County. A copy of the CAMA major application was sent to your agency by e- mail for review and comment on 12/16/19. If you did not receive a copy of the application for review,please let me know and I will send you another copy. Comments from your agency on the application were requested by 1/10/20. Your agency's comments have not yet been received at the DCM-Raleigh Office. Therefore, we would appreciate it if you would submit your comments as soon as possible. If DCM does not hear back from your agency within the next few days, we will likely be moving forward with a final permit decision. Please let me know if you have any questions or need additional information. Sincerely, Cathy Brittingham Cathy Brittingham,Transportation Project Coordinator N.C.Division of Coastal Management (919)707-9149 phone cathy.brittinghamt ncdenr.gov Mailing Address: do DWR Transportation Permitting Unit 1617 Mail Service Center Raleigh,NC 27699-1617 Physical Address: 512 North Salisbury Street Archdale Building 12th Floor,Room 1204C Raleigh,NC 27604 Please visit https://deq.nc.qov/about/divisions/coastal-management/for more information about the N.C.Division of Coastal Management. h-mai I correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties 1 Brittingham, Cathy From: Cannon,Amanda 1 Sent: Monday, December 16, 2019 11:15 AM To: Love-Adrick, Rachel A;thomas.a.steffens@usace.army.mil; Padrick, Lee; DCR- Environmental_Review; Southerly, Chris; Henry, Nathan; Whitfield, Clif;Weychert, Curtis R; Harris, David B;Jenkins, Shannon; Gupton, Sharon;Walton,Tim; Moser, Mike; Hilliard, Wanda; Montalvo, Sheri A; Sullivan, Shelton; Carpenter,Kristi;Ward, Garcy;Wilson, Travis W.; Butler, Rodney A Cc: Lane, Stephen; Brittingham, Cathy Subject: CAMA Major Permit Application N.C. Dept.Transportation Bridge 138 & 139 Attachments: Comment Memo - Bridge 138 & 139.pdf; Field Report and Application - Bridge 138 & 139.pdf Hello All! Please accept this correspondence as the official distribution of CAMA application from N.C. Dept. of Transportation for development on Bridge 138 & 139, Craven County.Attachments include: Field Investigative Report, application, and comment sheet to return. This is the link to the large files. Please let me know if you have any questions or trouble viewing the attachments. https://www.dropbox.com/sh/gcdy601h4tuxkj2/AABIPLsOwgSDxIL64M EM3tETa?d 1=0 NOTE: Please complete the bottom portion of the comment sheet with your information and signature. *RETURN TO Cathy Brittingham at cathy.brittingham@ncdenr.gov <mailto:cathy.brittingham@ncdenr.gov> * For questions or concerns, please contact Stephen Lane at 252-808-2808 x208 or Stephen.lane@ncdenr.gov <mailto:Stephen.lane@ncdenr.gov> Thank you! 1 r � Brittingham, Cathy From: Cannon, Amanda J Sent: Friday, December 13, 2019 10:00 AM To: Brittingham, Cathy Cc: Lane, Stephen Subject: CAMA Major Permit Application NCDOT Bridge 138 & 139 Attachments: Comment Memo - Bridge 138 & 139.pdf; Field Report and Application - Bridge 138 & 139.pdf; Green Cards - Bridge 138 & 139.pdf;Transmittal Sheet - Bridge 138 & 139.pdf Hello All! Please accept this correspondence as the official distribution of CAMA application from N.C. Dept. of Transportation for development on Bridge 138& 139, Craven County.Attachments include: Field Investigative Report, application, and comment sheet to return. This is the link to the large files. Please let me know if you have any questions or trouble viewing the attachments. https://www.dropbox.com/sh/gcdy601h4tuxkj2/AABIPLsOwgSDxlL64M EM3tETa?d1=0 NOTE: Please complete the bottom portion of the comment sheet with your information and signature. *RETURN TO Cathy Brittingham at cathy.brittingham@ncdenr.gov <mailto:cathy.brittingham@ncdenr.gov> * For questions or concerns, please contact Stephen Lane at 252-808-2808 x208 or Stephen.lane@ncdenr.gov <mailto:Stephen.lane@ncdenr.gov> Thank you! Amanda Cannon 1 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 . ' Ski)ri\f(1,..5- REPLACEMENT OF BRIDGE No. 138 AND 139 ��\ � SR 1470(MAPLE CYPRESS ROAD) J c)ale- CARRYING1 OVER THE NEUSE RIVER 13 Jo r CRAVEN COUNTY,NORTH CAROLINA WBS No.33723.1.1 STIP PROJECT No.B-4484 ADMINISTRATIVE ACTION STATE ENVIRONMENTAL ASSESSMENT/ FINDING OF NO SIGNIFICANT IMPACT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS—DIVISION 2 Submitted pursuant to the North Carolina State Environmental Policy Act APPROVED: Docu>ifpnsd br: 10/2/2017 C:144,40ow sav'+esuac9415... Date R. Preston Hunter, PE, Division Engineer North Carolina Department of Transportation—Division 2 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 PROJECT COMMITMENTS REPLACEMENT OF BRIDGES No.138 AND 139 CARRYING SR 1470(MAPLE CYPRESS ROAD) OVER THE NEUSE RIVER CRAVEN COUNTY,NORTH CAROLINA WBS No.33723.1.1 STIP PROJECT No.B-4484 NCDOT Division 2 NCDOT will adhere to Guidelines for Avoiding Impacts to the West Indian Manatee: Precautionary Measures for Construction Activities in North Carolina Waters for this project. The Neuse River is identified by the North Carolina Wildlife Resources Commission(NCWRC) as anadromous fish habitat and an inland primary nursery area. As a result, an in-water construction moratorium will be in effect from February 15 to September 30. The project study area contains suitable habitat for bald eagles,which are protected under the Bald and Golden Eagle Protection Act. Bald eagles were observed during site visits in 2009 and 2017.NCDOT will conduct surveys for bald eagle nests prior to construction. B-4484 State EA/FONSI 1 Meeting Notes RS&I1 Memorandum Meeting Date: February 13, 2017 Subject: B-4484 Maple Cypress Bridge Replacements Agency Field Meeting Location: Project Site, Maple Cypress Road, Grifton, NC—Bridge No. 138 and 139 Attendees: NCDOT AGENCIES RS&H Maria Rogerson, Division 2 Tom Steffens, USACE Edith Peters Bill Kincannon, Division 2 Garcy Ward, NCDWR Drew Morrow Jay Johnson, Division 2 Travis Wilson, NCWRC Samantha Schober Gary Jordan, USFWS Stephan Lane, NCDCM The purpose of this meeting was to meet with the environmental agency stakeholders for the B-4484 Maple Cypress Bridge Replacements Project to provide an update on the project status, information on alternatives being considered,and to determine a selected alternative. ➢ General Notes o Construction moratorium will apply to Neuse River,overflow,and culvert. Consider constructability meeting in the future and look at potential staging areas. o Maintain access to the boat ramp during construction. NCWRC is ok with the proposed driveway location for both alternatives. o Distinguish in water line impacts how much are above vs. underground. o Coordinate with Utilities unit to see why estimates are the same for both alternatives. o Manatee guidelines will apply for this project. o USACE Individual Permit is anticipated. o Any existing causeway that is unused needs to be brought back to wetland height and tied in with surrounding wetlands. o Consider steepening and armoring slopes to reduce wetland impacts. o NCDWR requested Neuse River Buffer Impacts be provided prior to selection of the alternative (see attached maps and table below). o Storm water will need to be collected—deck drains would have to be outside of buffer. o Look at adding EQ pipes/culverts on northern end (3 or more would be helpful in storm events). o CAMA Major Permit is anticipated. o NCDOT will provide preliminary design on selected alterative to agencies before permitting. o Be sure to include a write up of previously considered alternatives and why they were eliminated. This includes looking at the option of Alt 1 and 2 combined but sight distance issues would make it below design standards. o USACE, NCWRC, NCDCM,and USFWS prefer Alternative 1. NCDWR needs Neuse River Buffer Impacts to make decision on preferred alternative. ➢ Follow-up Coordination o RS&H provided the Neuse River Buffer Impacts to NCDWR on 2/16/17. Additional coordination and guidance was provided to RS&H and buffer impacts were updated on 2/20/17. On 3/9/17, NCDWR approved the buffer calculations and agreed on Alternative 1 as the preferred alternative. Category Alternative 1 Alternative 2 Project Length 3,700 ft. 4,000 ft. Overhead Utility Relocations 10 poles 10 poles (power and telecommunications) Riparian Wetland Impacts 3.68 ac. 4.63 ac. Surface Water Impacts 0.01 ac. 0.02 ac. Stream Impacts 240 If. 230 If. Neuse River Buffer Impacts 4,303 sq.ft. 3,926 sq.ft. Water line relocation (underground and above-ground) approx. 3,900 If. approx. 1,600 If. Construction Cost Estimate $10.5 Million $11.1 Million ➢ Next Steps o Alternative 1 has been selected as the Preferred Alternative. o RS&H and NCDOT will carry forward with preliminary design for Alternative 1. If any recipient of the meeting notes would like to add comments or feels a comment is erroneous or needs to be expanded, please feel free to contact Samantha Schober by email at Samantha.Schober@rsandh.com. Attachments: Meeting Handout Neuse River Buffer Impact Figures 3 and 4 Copies to: Meeting Attendees Page 2 of 2 Brittingham, Cathy From: Schober, Samantha <Samantha.Schober@rsandh.com> Sent: Friday, August 18, 2017 10:20 AM To: Yeung, Hon F; Gary Jordan; Wilson, Travis W.; Steffens, Thomas A CN USARMY CESAW (US); Lane, Stephen;Ward, Garcy;Johnson,Jay B Cc: Van Duyn, Meredith; Morrow, Drew; Staples, Shane; Brittingham, Cathy; Eatmon, Bryce E; Farino, Jennifer; Cox, Charles;Johnson,Jay B; Rogerson, Maria A; Kincannon, William C. Subject: RE: B-4484 Bridge Replacement Project Attachments: B-4484 Agency Field Meeting_Meeting Notes_FINAL.pdf All, My apologies, the file had not attached. It is attached here. Again, if there are any questions or concerns, please contact the Project Manager, Meredith Van Duyn at Meredith.VanDuyn@rsandh.com. Thank you, Samantha Samantha Schober Transportation Associate 1520 South Blvd, Suite 200, Charlotte, NC 28203 704-940-4794 samantha.schober@rsandh.com rsandh.com Facebook I Twitter I LinkedIn I Bloq Stay up-to-date with our latest news and insights. RSSH From: Schober,Samantha Sent: Friday,August 18, 2017 10:18 AM To:Yeung, Hon F<hfyeung@ncdot.gov>; Gary Jordan<garyjordan@fws.gov>; Wilson,Travis W. <travis.wilson@ncwildlife.org>;Steffens, Thomas A CIV USARMY CESAW(US) <Thomas.A.Steffens@usace.army.mil>; Lane, Stephen <stephen.lane@ncdenr.gov>; Ward, Garcy<garcy.ward@ncdenr.gov>;Johnson,Jay B <jbjohnson@ncdot.gov> Cc:Van Duyn, Meredith <Meredith.VanDuyn@rsandh.com>; Morrow, Drew<Drew.Morrow@rsandh.com>; Staples, Shane<shane.staples@ncdenr.gov>; Brittingham, Cathy<cathy.brittingham@ncdenr.gov>; Eatmon, Bryce E <beatmon@ncdot.gov>; Farino,Jennifer<Jennifer.Farino@rsandh.com>; Cox, Charles<Charles.Cox@rsandh.com>; Johnson,Jay B<jbjohnson@ncdot.gov>; Maria A. Rogerson (marogerson@ncdot.gov)<marogerson@ncdot.gov>; Kincannon, William C. <wckincannon@ncdot.gov> Subject: RE: B-4484 Bridge Replacement Project 1 Hello all, Please find the finalized meeting notes from the Field Meeting on February 13, 2017 attached for your records. If you have any questions or comments, please feel free to reach out to the Project Manager, Meredith Van Duyn (Meredith.VanDuyn@rsandh.com). Thank you, Samantha From: Peters, Edith Sent:Tuesday, April 04, 2017 7:31 PM To: Rogerson, Maria A<marogerson@ncdot.gov>; GaryJordan <gary iordan@fws.gov>; Wilson,Travis W. <travis.wilson@ncwildlife.org>;Steffens,Thomas A CIV USARMY CESAW(US)<Thomas.A.Steffens@usace.army.mil>; Lane, Stephen<stephen.lane@ncdenr.gov>; Ward, Garcy<garcy.ward@ncdenr.gov>; Kincannon,William C. <wckincannon@ncdot.gov>;Johnson,Jay B<ibiohnson@ncdot.gov> Cc: Morrow, Drew<Drew.Morrow@rsandh.com>; Schober, Samantha <Samantha.Schober@rsandh.com>; Staples, Shane<shane.staples@ncdenr.gov>; Brittingham, Cathy<cathy.brittingham@ncdenr.gov>; Eatmon, Bryce E <beatmon@ncdot.gov>; Farino,Jennifer<Jennifer.Farino@rsandh.com>; Cox, Charles<Charles.Cox@rsandh.com>; Johnson,Jay B<jbjohnson@ncdot.gov> Subject: RE: B-4484 Bridge Replacement Project Hello all, Please find the formal meeting notes attached for your review. We have noted the follow up coordination with Garcy (NCDWR) on page 2. Based on coordination with Garcy, the Neuse River Buffer impact calculations were updated and are included in the attached pdf. As documented in the meeting notes, following review of the Neuse River Buffer impacts, NCDWR agreed with the other agencies' preference towards Alternative 1. Please let me know if you have any questions or comments. Thank you, Edith Edith G. Peters, PE, PTOE Transportation Engineer 1520 South Blvd, Suite 200, Charlotte, NC 28203 O 704-940-4712 I M 980-228-0752 From: Peters, Edith Sent:Thursday, February 16, 2017 10:28 AM To: 'Rogerson, Maria A'<marogerson@ncdot.gov>; Gary Jordan<gary iordan@fws.gov>; Wilson,Travis W. <travis.wilson@ncwildlife.org>;Steffens,Thomas A CIV USARMY CESAW (US)<Thomas.A.Steffens@usace.army.mil>; Lane, Stephen <stephen.lane@ncdenr.gov>; Ward, Garcy<garcv.ward@ncdenr.gov>; Kincannon,William C. <wckincannon@ncdot.gov>;Johnson,Jay B<ibiohnson@ncdot.gov> Cc: Morrow, Drew<Drew.Morrow@rsandh.com>;Samantha Schober(Samantha.Schober@rsandh.com) <Samantha.Schober@rsandh.com>; Staples, Shane<shane.staples@ncdenr.gov>; Brittingham, Cathy <cathy.brittingham@ncdenr.gov>; Eatmon, Bryce E<beatmon@ncdot.gov>;Jennifer Farino 2 • (lennifer.Farino@rsandh.com) <Jennifer.FarinoPrsandh.com> Subject: RE: B-4484 Bridge Replacement Project Hello all, Thank you for attending the field meeting on Monday. Below are some quick notes from the meeting (we will formalize and provide more detailed notes in a word document soon). Garcy—I've included maps showing the Neuse River Buffer impacts and an updated impact table (additional info highlighted) for your review. Please let us know when you decide which alternative would be preferred from NCDWR's perspective. All — please let me know if you have any questions/comments. Thank you! Attendees • NCDOT: Maria Rogerson, Bill Kincannon, Jay Johnson • NCDWR: Garcy Ward • NCWRC: Travis Wilson • USFWS: Gary Jordan • USACE: Tom Steffans • NCDCM: Stephan Lane • RS&H: Edith Peters, Drew Morrow, Samantha Schober General Notes • Construction moratorium will apply to Neuse River, overflow, and culvert. Consider constructability meeting in the future and look at potential staging areas. • Maintain access to the boat ramp during construction. NCWRC is ok with the proposed driveway location for both alternatives. • Distinguish in impacts which are underground and which are above ground. • Coordinate with Utilities unit to see why estimates are the same for both alternatives. • Manatee guidelines apply. • USACE Individual Permit will be required. • Any existing causeway that is unused needs to be brought back to wetland height and tied in with surrounding wetlands. • Consider armoring slopes to steepen and reduce wetland impacts. • Provide Neuse River Buffer Impacts (see attached maps and table below). • Storm water will need to be collected — deck drains would have to be outside of buffer. • Look at adding EQ pipes/culverts on northern end (3 or more would be helpful in storm events). • CAMA Major Permit is required. • NCDOT will provide preliminary design on selected alterative to agencies before permitting. • Be sure to include write up of previously considered alternatives and why eliminated (includes looking at the option of Alt 1 and 2 combined but sight distance issues would make it below design standards). • USACE, NCWRC, NCDCM, and USFWS prefer Alternative 1. NCDWR needs Neuse River Buffer Impacts to make decision on preferred alternative. Category Alt 1 Alt 2 Project Length 3,700 ft 4,000 ft 3 Overhead Utility Relocations (power and telecommunications) 10 pole 10 poles Riparian Wetland Impacts 3.68 acres 4.63 acres Surface Water Impacts 0.01 acres 0.02 acres Stream Impacts 240 LF 230 LF Category Alt 1 Alt 2 Project Length 3,700 ft. 4,000 ft. Overhead Utility Relocations 10 pole 10 poles (power and telecommunications) Riparian Wetland Impacts 3.68 acres 4.63 acres Surface Water Impacts 0.01 acres 0.02 acres Stream Impacts 240 LF 230 LF - 111111EM MEW Construction Cost Estimate $10.5 Million $11.1 Million Water line relocation approx. 3,900 LF approx. 1,600 LF (underground and above-ground) Construction Cost Estimate $10.5 Million $11.1 Million Original Appointment From: Rogerson, Maria A [mailto:marogerson@ncdot.gov] Sent: Monday,January 30, 2017 4:34 PM To: Rogerson, Maria A; Gary Jordan; Wilson,Travis W.;Steffens,Thomas A CIV USARMY CESAW (US); Staples, Shane; Lane, Stephen; Brittingham, Cathy; Ward, Garcy; Peters, Edith; Kincannon,William C.;Johnson,Jay B; Eatmon, Bryce E Cc: Morrow, Drew Subject: B-4484 Bridge Replacement Project When: Monday, February 13, 2017 1:00 PM-2:30 PM (UTC-05:00) Eastern Time (US&Canada). Where:On-Site CHANGE OF LOCATION: WE WILL BE MEETING ON-SITE, IF FOR ANY REASON WE CAN NOT MEET ON-SITE, THE DISTRICT 2 CONFERENECE ROOM IN NEW BERN IS ALSO BOOKED FOR THE SAME TIME AS A BACKUP LOCATION. Discuss B-4484 Maple Cypress Road Bridge Replacement Project in Craven County. We will be looking at functional design alternatives and select an alternative at this meeting. Meeting Location: Division 2 Office Conference Room in Greenville, NC If you have any questions or need any additional information please contact me. Thanks, Maria 4 , B-4484 Maple Cypress Rd Bridge Replacements Craven County, NC RS&II Project Information Sheet— February 13, 2017 ➢ Background Information (see attached Vicinity Map) o Bridge No. 138 over the Neuse River: 580 feet long, 20 feet wide o Bridge No. 139 over the Neuse River Overflow: 250 feet long, 20 feet wide o Unacceptable off-site detour route (36 minutes/31 miles to the east;41 minutes/35 miles to the west). o NCWRC owns and maintains a nearby boat ramp and parking lot. ➢ Alternatives Discussion (see attached Plan Sheets, Typical Sections, Impact Sheets, and NRTR) o Alternative 1—two bridges, northwest side of existing • Bridge No. 138 over the Neuse River: 600 feet long, 12-foot lanes, 3-foot paved shoulders • Bridge No. 139 over the Neuse River Overflow: 375 feet long, 12-foot lanes, 3-foot paved shoulders o Alternative 2—two bridges, southeast side of existing • Bridge No. 138 over the Neuse River: 600 feet long, 12-foot lanes, 3-foot paved shoulders • Bridge No. 139 over the Neuse River Overflow: 380 feet long, 12-foot lanes, 3-foot paved shoulders Table 1: B-4484 Comparison of Alternatives Category Alt 1 Alt 2 Project Length 3,700 ft 4,000 ft Overhead Utility Relocations (power and telecommunications) 10 pole 10 poles Riparian Wetland Impacts 3.68 acres 4.63 acres Surface Water Impacts 0.01 acres 0.02 acres Stream Impacts 240 LF 230 LF Water line relocation (underground and above-ground) approx. 3,900 LF approx. 1,600 LF Construction Cost Estimate $10.5 Million $11.1 Million Table 2: B-4484 Project Schedule Task Date Environmental Document Complete Summer 2017 Right-of-Way Acquisition 2018 Construction Begins 2019 Page 1 of 1 , -wqw. 4 771464/r/f.woo wr... ----Nwrq#0.337/m. _ ///// d / � 4s8�9 S'P�A I'`v` , `► -----„.iisi -4 *\*74, 4110S, , ii*:=7 al a y NorIti litori 4te N Deus � ' River 1,1 NV k 13 0. TIP No. B-4484 7144. .7 Bridge No. 138 \ TIP No. B 4484//Alit Bridge No. 139 41k, z�� er- N. ti _ill /s 5�G�Q�esy allobol* ` S. �e cP „ 11) 73 �aQ CO �` "Op m0 1" e Rai 44th1/4 .,..___ o /410'a Ai• A 1 lie sAv*Al kiiiilow. 44 i II, : . v is ...-, rr a � y s �i / _ .1 / SR 1473(Carr Rd) '` 1111111,— •; 0 3,000 6,000 -'� Feet 0 Project Area }( �\ zi Legend Craven_County 1-1 Project Study Area ) = State Owned Land Water Body ' � / Property Limits tr° ��..:�=CpCo� � � Replacement of Bridge No. 138 and 139 TIP No: B 4484 •�� +��- Figure: 1 '' ,%0,— 421,V♦`'`u� R� on SR 1470(Maple Cypress Road) \ �/ ♦��h Vicinity 1 =craven County 124 over the Neuse River Division:2 Map , PROPOSED DESIGN CRITERIA TIP: B-4484 WBS ELEMENT:33723.1.1 F.A.PROJECT: PAGE: 1 of 2 COUNTY:CRAVEN DIVISION:2 PROJECT DESCRIPTION:REPLACE BRIDGES NO.138&NO.139 OVER THE NEUSE RIVER AND DATE: 7/6/2016 NEUSE RIVER OVERFLOW ON SR 1470(MAPLE CYPRESS ROAD) PROJECT ENGINEER:JENNIFER FARINO,PE PROJECT DESIGN ENGINEER:DREW MORROW,PE PREPARED BY: DDM ROUTE SR 1470 REFERENCE LINE -L- OR REMARKS TRAFFIC DATA ADT LET YR 2019 2261 Note 3 ADT DESIGN YR 2039 3185 Note 3 TTST 3% Note 3 DUALS 7% Note 3 DHV 12% Note 3 DIR 60% Note 3 CLASSIFICATION MAJOR NCDOT Functional Class COLLECTOR TERRAIN TYPE LEVEL DESIGN SPEED mph 60 mph POSTED SPEED mph 55 mph Note 1 PROP.R/W WIDTH ft VAR. CONTROL OF ACCESS N RUMBLE STRIPS(YIN) N RDM 1-4P TYPICAL SECTION TYPE 2 LN.SHLDR. Conceptual Design Files EXISTING LANE WIDTH VAR.(9'-11') Conceptual Design Files PROPOSED LANE WIDTH 12' RDM 1-4B SIDEWALKS N, N Note 2 BICYCLE LANES(Y/N) N Note 2 MEDIAN WIDTH ft N/A MED.PROTECT.(GR/BARRIER) N/A SHOULDER WIDTH(total) Berm ft N/A MEDIAN ft N/A OUTSIDE w/o GR ft 8' RDM 1-4B OUTSIDE w/GR ft 11' RDM 1-4B PAVED SHOULDER OUTSIDE TOTAUFDPS N/A ROM 1-40 MEDIAN TOTAUFDPS N/A GRADE MAX. 5% GB(2011)Table 6-2 MIN. 0.3% GB(2011)Page 3-119 K VALUE SAG 136 GB(2011)Table 3-36 CREST 151 GB(2011)Table 3-34 HORIZ.ALIGN. MAX.SUPER. 0.06* Conceptual Design Files,Note 4 MIN.RADIUS ft 1330' GB(2011)Table 3-9 SPIRAL v;'N N RDM 1-11 CURVE WIDENING(Y/N) N CROSS SLOPES PAVEMENT 0.02 RDM 1-3B PAVED SHOULDER N/A RDM 1-40 TURF SHOULDER 0.08 RDM 140 MEDIAN DITCH N/A DITCH TYPICAL(A,C) B RDM 1-2A,F-1B CLEAR ZONE ft CUT=14' RDM 1-4N FILL=30' TYPICAL SECTION NO. NOTES: 1.Taken from Field Scoping Worksheet dated November 9,2009,55 MPH statutory speed limit. 2.Taken from Division of Bicycle and Pedestrian Transportation Unit Scoping Review Comments dated August 18,2009. 3.Taken from Traffic Forecast dated March 16,2009. Let Year AADT(2019)calculated by interpolating between 2009 AADT(1,800 vpd)and 2035 AADT(3,000 vpd);Design Year AADT(2039)calculated by extrapolating from 2009&2035 AADT values. 4.*6%Superelevation matches existing conditions. B4484 Design Criteria Worksheet.xls PROPOSED DESIGN CRITERIA TIP: B-4484 PAGE: 2 of 2 REFERENCE OR REMARKS SCALE: PLANS 100 PROFILES 50 horiz. 10 vert. INTERCH.DETAIL N/A CROSS-SECTIONS 10 horiz. 10 vert. SHEET SIZE: PLANS ROLL PLOT 30x55 INTERCH.DETAIL N/A CROSS-SECTIONS N/A BRIDGES and/or CULVERTS: TYPE(SINGLE/DUAL/RCBC) SIZE(LENGTHX WIDTH X HT) BRIDGE 138:600'X 30'X 4.5' BRIDGE 139:LENGTH VARIES X 30'X 4.5' LOCATION TBD SKETCH# HORIZ.CLEARANCE TBD VERT.CLEARANCE TBD DESIGN EXCEPTIONS: N/A NOTES: (SPECIAL CONSIDERATIONS) Traffic will be maintained by onsite detours during construction. '' '; -+rr `-Y'1, - '.a•; »- {;.t. - .'�- - r - - ,e.+'Y• =. -•�: .-.eai. .at.... �_ - •,,q,,.;a - ;.r T •-sy i r r\,y ,xt s ,` - —— - ;a•.f a r. ir. • + � 4{,, -� • • • f• Wiz. _ .f.`- .l r. `�•• f 7�•'. - e. � f' �' •r;. {' L. Ja- y _ ice; ,t• �• r q • ,e'y:t .- _ 'r. y • _ait. .r+` *}�•• Al); ..F`� r. -.< • - 7 • {4_ • Itit •f!l+ �7Rs�•a` :�j�o�'.^. *,t�'f'...7,-wy.-i},�#.c am S. w".- C` r f ,s•' .�.r '�;.. 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SU' _ -.;� • STREAM' IMPACTS A., a_. , - 'f`s.k.t. tom,: •5--•A" } ' . 3 TOTAL PE NENT IMPACTS.— _3.67 • " 4- '.: - TOT ;ERMANE ''' - •ak OT PERMANENT IMPACTS = 240 LF ' '� •` ~, '`` ` `rT lir +� -� >� , ,3-. RIPARIAN . •_ i !t•.�:. SUR CE WATER:`' STREAM IMPACTS , : .r �tr.A s `+ '+ 'i *' ..... 4' �t` I4. •r ` , i .. - TOTAL TEMPORARY IMPACTS — 0.01 ac-V•+-0:a- - TOT AI. TEMPORAR - TOTAL TEMPORARY IMPACTS = WA ,iii r y� d Legend Riparian lietiand impacts �. � Temporary Riparian Wetland ImpactsTotal Riparian Wetland Impacts = 3.68 acres Alternative -I Permanent Surface Water Impacts TctaI iu f� e � ter s'? p2Cda = 0.01 acres Affected Natural En ironme t _ _ , Permanent Stream Water Impacts iota; Stream Water impacts = 240 LF (141111Pi'''' ''',., ` Temporary Stream Water Impacts RSA r-- -- Crayon County,Div.2 Maple Cypress Rd. Bridge Wetland Boundary I PRELIMINARY PLANS 15l' 0_50' J00' Replacements Project Figure 1 DO NOT USE FOR CONSTRUCTION TIP No:B-4484 Roadway 7 SCALE — —— Footprint (Slope Stakes) — f Bridge?4,. 138 a^:!Mc. 133 ever the Nauss Rile:and ;anuar'y 2317 Neuse River Overflow-SR 1470 �" •_ ?wrap • 1 .- in ...T.At -; .,, •-.. �:- «. . "I."; rr x - ... • }�1>. tit-.. Jr..: .e `*-" "-4 . '�' (-" _ :_. er �6�. { - ,ems, `>. "�1 :• i ' V •,),'� •ors.' .:�• V` �:t ,v• Y ` f c' •t :1*• i'.- y'. ,1 • •►il'Si ll4 ♦ a .� •.I '!: •a� ,�avL _ ;:`y'Fe sp " `'.p� y,w �� Af + �__ ,. ' x" 't='ff�S ♦ , �• .rZ ?, y �S• ., i''. 3Y' t:�f_ i, �iTw' -k•t•'' �. .r_''.4,As- ..r mo. ,fi rr : t 4.y I 'l''> ,j�j,> ••'r`1 •�Ik'• a Y.K — . .4:4';"�' ► '�' _r 31=; ..f�•�girs7. '..'•.b _'�. - - r rt 7fit. - .' . � � - .�.�p�rqa _< y � e.��-.•..� • +� ':;-; .C)•.d'; `R`4.i'4.b-ri' `S' ii. _ N �- - _ '1. ,s• _ ' '_ 7 t� '�'j• _ -.i..^" , i. '=' Ji.W+ T 1 e" .' I"3-.."". 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J _ . s,• _,• .l - '� i s tr...-•- 'L .'`.45: 4"' - r t f x .,,'., r' f: �'T - y. i-•`.....,n a! -'%.''�• w _ .y '' ' ,• :4t i' •4. • Y 4b*, •i - " a 4 ?' r .. `G _- 5 .. � jjl t i+,y.1�b- el[- ,.rW �'{4 . Y `•¢'+ '4 � =fe' _ 4!iZ _�. _ `+4- ' `�. a.• - tV _ t.... - -_ S•. ` - ,yam rr 7 . �, i� . - �iR i• �'-$+.(^j'ry �f • vl.��,'�±r'.- ` ry.,0 _a• - ..F. s -. -1 .i• "4 '�t ;�. _ �' .- :a.. ~� * _ j ,�n _-.'t r -,_ • -3 . - .* i •'" +t �'� .f .i. lam- ••t+", �` _ i�_ _ ,e RIPARIA' iy. a •f '�" S ~�` , STREAM IMPACTS ' di '.•.`: �i4:..t� .s e' W, • .y ` ,. Est' TOTAL PERMANENT IMPA `^ ;le =. T a TOTAL PERMANENT IMPACTS = 80 LE a#tr, "+ r � 4. .' '. `�' ','x +' •d•,' �'' f. ` -- y-- =r. '-'� "s4a' Ta k +-,37. •-; }:•N ''W.,1�r • •�•lf," ,:Y. .. a d RIPARIAN : r ..� i f. �s ,- Y_: 74; V >""'s: ` ' f ._ S• ..( E W R'' _ STREAM IMPACTS T ,R it,. r a; : - 'y . ; ' , ''' F'+� . — vr' i!'* . -.:� • TOTAL TEMPORARY IMPACTS = 0.10 ac". •os w„;. r - TO TEMPORAR `�` TOTAL TEMPORARY IMPACTS 150 LF '�`` a�^'!r' r �S►' d 4;,- •s *^. a . 3'.a 4-"r-A• 1'"5' ''j�, ;;/t ..- e i�: ` ".�� ,.}•`� }4 t �d 11 rl7 Legend Riparian Wetland Impacts Temporary Riparian Wetland Impacts Total Riparian Wetland Impacts = 4.63 acres Alternative Permanent Surface Water Impacts TotPl Surface Water Impacts = 0.02 acres Affected Natural Environrnen: Permanent Stream Water impacts Total Stream Water impacts = 230 L� ' Temporary Stream Water Impacts 31 CravonCounty,0iv 2 Maple Cypress Rd. 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' :. + r _ ay.e : ,...i �... _ �{ .s'K.x„•r. Y a- t+ti fs• L .S a �,t �:� � ,� EXTEND EXISTING s � . . .. .. :. .> - ,�Y' :. . f , • _:�I�� ,x..��!'-'�- �:�, 84 CMP 34'+/- '. 'x$ etc r ' ti I j:a-r. l .� 1.! ,. _. ,r, Ta '� ;C: . ' •.':L_.T -- '" y, y �, •Y�[" 6 .�•.4 • y.• ,fir - li> %`•` .'Ne-''.fisWdalLa.irR'- .r3.- l }^••', � , '• ' .,'/� �•- _ _ �' '.-'r,rd` � -j: ',..,�r X,s•x:.+ a:in j -v..• i. ♦�.• .t `' rY .+9,- •-`.Air-- - I `•ri+. Ic` e .:r. 't �' j •,r`4 ♦ aa At fir.. - Zrr • .r ,#`- Yi . .. d:. -•t - i. 3.4" C r f p Via• A t•< .'1r- rIW s5 ,e?5ka 3t�r fit: -.e K! " .''.}.*,Y.ts•,'y:'�S'1.:4k:.'i - s`''r. �i..-E'• �F r is ,-, ;' II • Y �.•",..�,,,,,,� ifs t /.. - s- •f _ _✓ . _ . ,.. X-�, 1i. .,'f" /'/•- _ ..+ ' . '� : • .�i.• x>� „C' -• - .� - +F m 'fir. � ! '-rr. ..•• ,4'• N • ' ; _ - • • 1 r G - I :ems i , r s ._ fir• ay.__. t- s } _ -'- ; .,ri►t nor r: z ,Y i - — _ F ,. EXISTING (2) 84" CMP i ht - `'` ,�Y$: s shy- .Y #t f.,v ..' . . ,,.... , .i- r.A-f 'f-il -,•w..`. _•f- :J:1" O: ''� :- 'ar.� ti% ;� r y� e.;..y' ,' _,}.i. -�R . i> - { -xy:_ _ '*.� .G' 1 .I► j t.v •"� RTr. - 'ry • • J:d►: - _ •zIH•w;' _t[ >� •• - Ir e ,1 L 'a .Y` ,n, it f :_�14 r-` . ,_"a` .-• '� 'Y• - .- 2i ^ -`. - _'7`-- - - - ,! Y`' .., -�F'6. -''ti Ys�. .ate-. "5s+:v le% - -bi Q.r:i- ^•• r. .4' _ - - ... - x „i, - 'l , _ -{• ' f,qy, =.Sc..-.C' of " ra :-+ ',yv- r 1 , .. Aar "'#'4 t'` v ryDrPFP' - - _ 7'a-• ., .r y,•. x-••--Y1KY? . , Fes, {."86% ;'; -♦r F .. ,.�.} '3 's - �- _. .- - w '4^''. .}ti: '; its''' "..' .A' ->."1( • v1/44 .t •r.. i. r•.'•'41 .j ."N• • .,r.\-. ' T. z^ � r-• as 3'4. «+' _ d . _ w -*� ! ;- ,.- - .if `�. • r, .' � ._ - .,may.. i• .♦ .(' - "sri r-...y, t - 3 - ! Y^rat!' . -,I: .�jj • .i _ - igt 2-•{� •� _ - _ --.!tom. - - ca 1 ^X: '' X,�_. .., `r • Eli' RIVER BUFFER j' s xr - z 3v +<* �+-_ ., ,r, }p TOTAL PERMANENT IMPACTS ,303 sq. ft. ,• �-. h Mr _ x1. .�,, } ` 'i •-� i ry � asY f r _ ,d s •'t'- �'- s•�L �F.- �,_. i y.-:� ""t-»•�, .i"1 �`'s+ ?N'+ij•Ilf isle.. ..., '. r t l-. _�"` 7 - 1. ' q _ v j-.. - - 1�.,: 1 `"t lF,4.Jel..,e-:*-1. 1 460 I fi. 1 ' I' '1. •'� r 4r 1r ..• r. �`� .r -I), rrA . t ? r ;Ys .Y • :�• }� " . • •4• • -•;Ake• • rr a 'w� f _. . c i�-`'• ', tea+-. _'# c :��►u.. - 'f _�- • - - _.. - yr" y ��'•'� '�� `. .. .. 7Y�1�' riiLit... lift, • { •,•! :. "��i{r�!`_- ....' Notes: Impact areas calculated within a 50' buffer outside of the Neuse River, and include a 25' offset outside of the slop© stakes. Water under the overflow bridge and stream shown near existing 84" CAIP net considered part of the Neuse River buffer per 2016 SAS tope map of Fort Barr,wn'l, NC. I I I I 1 1I I I' 1 ,, 11 Alternative I 'I 11 Legend Neese River Buffer impacts Neuse River Buffer Impacts _ --- --- - ----- - - -- - - - a�.� LTNeusee' BLffempacts — ,; i� *. I -F i Rssilf 1 �r� I. .,-.��._ ��,e_:a d Sound_ . „r I _ .x -- I I mi Craven County,Div.2� Roadway Footprint (Slope Stakes) 150' 0' 150' 300' Maple Cypress Rd. Bridge PRELIMINARY E�,IMINARY PLANS Replacements Project Figure 3 DO NOT USE FOR CONSTRUCTION I R TIP No:B-4484 I — 75 SCALE B-id'y Nc. 133 Zr:, No.13,tier the Ne::se Ri: r ar curl ry 2017 Neuse River Overflow-SR 1470 1 J i - it 1 1 II a _ a- _ ,� x r J i'41 ,yl _. '+'r "�p:,?fir V' E r'. •F'-�^- -Jr t• .:4'` _t. •5 ' ✓ e t.`� 4 z >. ;,ice'. i K. a. i. t a• a:-' e y-, r - •1. ,:. -._atG '-a -_' ^. 4 't .M� W fir.. _ •R. ` • _• `` y yq pj� a tR •/`s+:' ,..s„/ e! ',i' - .. ..e.l. T `4r d. 1•�F 4 - i ..; _ I .rr r , .?' .y .; � i� y ' -"".+�,- '" QKM' - '+ '„ w, ♦., .� S'N'jam.- 4.. l 3' �..`r. rt' 4 1 1 `` `ev i,;Ff• .. '• •/�l fie'sa`,%5.,. t,t '>t 'L'•`. '.- t,� . f.l •e,,r' _-/, y. iS. ?. "..''i''c J..Y a '"`aor�v+ � , }_.:. - r?rt - ry�t -VI, �:r`:`rt- l • 1 _ . j.;. �._-., .: -.. ,z� .., _� >,, ,.� A. !:a f.�z- Sf' ;, �,. ":,, � _'t fa. - i i .i>' c71 . s,_�tt t( i .r f ii. � Wit?'+ 3 y-`-t ' .; -;(''t'! 4': 4" F k. .. , - <:`�3. :,',� ._ �` ''" ; i ' F ,•: lit �''s,� _' .,,- EXISTING (2) 84 'CMP % ry; S t i. S e��r e • f •3 1 �(iE , : •(----------- ---I . II tr'' "v:i. -. - . . *• -� S ,AI 'may_.._ fix• t > r .F�, .0•irlt � •�' *�. Tim,w.Y.� ..: ' + ,�cer..fir`-'sue �.F�{iSA�` _ �•. ' �:: _ 1 y , s ,�! p ' _ V _ '�" _ �,� - ••I �-.� -"-:, -` t.•� "` III T, jjam` R• I. �,.r --- _ ,i I .. h. • • • • i ._C �f�/1'Pi——. - -4 s .. - _if Ff 4 -tlp- • , -_ - 1 i t _'YF ., - '1_ T Y1 �. -•�` a�'3a4.r--y s_- _ .— __ _ -- sL I 1 y • _vE - - , -. ` . _J..• . t:;rar•.- .t-Ve "- i �;'s, , *:p., � — __ :::_i_T ":; EXTEND EXISTING (2) 1 1 - 41* s 4 0,- -F .1 - .. .. J4.+?. !----• —— -� s r !ic .p • ty` r- ,17: r .r - • . r • ii, • • , ' �: e: ..v.-4' )��,' -• _. 'g.� _ err- 'airs a t�.. ;- • - ill v •I :• �.. ,ti P .f- it �s�' - ""- � 't�'1- .r:�•t - .�-,7- - 't:r-` ?= 2 -'�.z S ...:1?- • a" �'•v rt`+r „r t -` "-.. d ... ,^ "--ilk; .. . f _ - ,Y"3.;'�.... .•-�8 Fir - _ - `r. • - - Asia-: : - =�._ '� - .y s� - __ I U _ ,y�M' 'J:- pY 3•' -q-� a h r :t � :af-.: _- - - v �,•.,s '.i 'a'eE".. 'i _ ��r ;,;., .. ?,a. •�,�'. i T y� < 1•?�. /" � . r �• is _ : ,Sh ^ '..;f... a'4r• ,'l • Sr`y1� 1."tip+- ,:„.:: . ;,+r i. -err.s•�.• -. - -:m - - v � ir'y ..4, , v�,:: ...' f- . ,'.- • �yyl ` _;. ' • r -t ., �, rsIEUSE RIVER BUFFER - + ' :�wx I•r3 �' - .t"-. t�+: r ,..s. = 2 . - , - „` ^, ,,, :^, .4. «.i ,,�+� •dr �, �' 'TOTAL PERMANENTIMPACTS �3,9 6 sq. ft. �' c- l ,�� a �; ,� ,gyp.•• y � r� � • �• �� yyy �j sw,,. y, , a' f�N -: '# ';.-r > , _. r --- -- - - - - �•.,� r- i i>- 'i / S t'�"G'-'V^'�" iq�' • 4j - a-, ••a<�'' ;�,,. '' .tom.J' N: .{•„r . '#'' _ 'T' S�',1.' y� . T +y1`�*'�'_' y.,.4 �y Y` 6 . ! err- v4 - .�' � � � ?ae+ e,.: 3 •'. ri. • ir, f::'l� i,ii` •ra� .,1 l[{'._� ,y,b•...�`, ?!,•fie _.ORA :,•1 4 . .... Y ' jA ., • �..-f-' 1..- +�jr J ��y Notes: Impact areas calculated .o�ithin a 50' buffer outside of the Neuse River, and include a 25' offset outside of the slope stakes. Water under the overflow bridge and stream shown near existing 84" CMP not considered part of the Neuse River buffer per 2016 USGS topo map of Fort Barnwell, NC. 1 I I 1 1 I l I�i 1 Alternative 2 II 111 Legend i Neuse River Buffer Impacts 1 1 Neuse River Suffer Impacts ,: ` � 1i. ; Rsism 1 ,-" - � � P Total Neuse River Buffer Im acts = 3,926 s ft. ))) ii Wetland Boundary �'�.�./ I '1 f I •e Craven County,Div.2 ---- RoadwayFootprint (Slope Stakes I 150' 0' 150' 300' Maple Cypress Rd. 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SHEET NO. (771::::::::::::N::::::HRSE, {� -Li- I 2A-U-1 -. - - - ROADWAY DESIGN I PAVEMENT DESIGN ENGINEER ! E iCINEEI PROP. APPROX.( FPRO%. TYPE 59.5B, 12'DES. 8' 12' 12' 8' __-- C1 AS AN AVERAGE RATE OF 188 LBS. PER SO. YD. -7`---- ;""F ---- ------ - 8'MIN. 11'W/GR 11'W/GR IDomiMpREelAns .U Acavym C2 PROP. APPRO%. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE 59.SB, AT AN AVERAGE RATE OF 18N LBS. PER SO. TO. IN EACH OF iWO LAYERS. II / I I GRADE PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.58, ( INT C3 AT AN AVERAGE RATE OF 112 LBS. PER SO. YD. PER 1" DEPTH. TO C2 BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. DOCUMENT NOT CONSIDERED FINAL ORIGINAL �•08 0`02 02` 0 08 UNLESS ALL SIGNATURES COMPLETED D1 PRVP. APPRGX. 2Y2" AGPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.GB, _ _ --- _ ----= __ L_- - — � AT AN AVERAGE RATE OF 285 Les. PER SQ. YE. GROUND 3;/ A,;1 - -- kAk PROP I1APROP. R. EPTHAASPHALT PHALTGCONCRETE EFIN ERMEDIATE TERCOURSVO. PER 1" I T D1 9.5" D1 �3.J F XS\ E1 (0 �El M t ORIGINAL RSSu1 D2 DEPTH, TO 9E PLACED IN LAYERS NOT LESS THAN 2 IN DEPTH OR _ GREATER THAN 4" IN DEPTH. 1 GROUND GRADE TO THIS LINE El PROP. APPRGX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B?S.OB, TYPICAL SECTION NO. 1 AT AN AVERAGE RATE OF 458 LBS. PER SD. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, - USE TYPICAL SECTION NO. 1 E2 TE NN5 5Y¢' IN DEPTH.C EPTHS NO INEDTILESSSTHANR3S°INTDEPTHROR GREATER T° THAN -Li- STA. 17+00.00 TO -Li- STA. 22+06 +/- (BEGIN BRIDGE)T EARTH MATERIAL. -Li- STA. 28+06 +i (END BRIDGE) TO -L1- STA. 39+45 +/- (BEGIN BRIDGE) -Li- STA. 43+20 +/- (END BRIDGE) TO -L1- STA. 51 +89.00 U EXISTING PAVEMENT. c -L1- W WEDGING (SEE WEDGING DETAIL THIS SHEET) I 12'DES. 8' 12' 12' 8' NOTE: ALL PAVEMENT SLOPES 1:1 UNLESS NOTED OTHERWISE 8'MIN. �f 11'W/GR 11'W/GR I VAR_9'TO 11' VAR.9'TO 11' 1<C2 n I (C2 GRADE Y ORIGINAL 0_08 0"_02 POINT p_I�2 O.Os; GROUND - \3;7 I A.1� /-- -- - - - - - --- -- � - -, - - -r - r - 7 - - ___�VgR o � fI I � ff X•(� ) (d---..--..Et \ / /El D �9.5"� 1U4.5" U � ORIGINAL (\�JI -Li- GROUND GRADE TO THIS LINE 1 0 1c2 TYPICAL SECTION NO. 2 g m 4 m m CD O USE TYPICAL SECTION NO. 2 -VA IWANW _ _ ,W "r"' " -Li- STA. 51 +89.00 TO -Li- STA. 54+00.00 - T MIN. c; )' MIN. 3• ' MIN.'f T MIN. n T V Detail Showing Method of Wedging co c -L1- c -Li- 1 a i 30' 30' C c2 , 3' 12' 12' .3' 3' I 12' 12' 3' En I T GRADE - GRADE - I , [POINT POINT 1 0.04 0.04 --- i 1 0.02 0..-,-- 2-, 02 I i m P V m« TYPICAL SECTION NO. 3 TYPICAL SECTION NO. 4 USE TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 4 -Li- STA. 22+06 +/- (BEGIN BRIDGE) TO -Li- STA. 39+45 + (BEGIN BRIDGE) TO -Li- STA. 28+06 +i (END BRIDGE) -Li- STA. 43+20 +/- (END BRIDGE) ,ix 0 • o 0' PROJECT REFEP.ENCE NO. I SHEET NO. N PAVEMENT SCHEDULE c -L2- (PRELIMINARY PAVEMENT DESIGN) B-4484 2A—L2—/ _ - ROADWAY DESIGN I PAVEMENT DESIC-N —� ENGINEER ENGINEER 12'DES. 8' 12' 12' 8' I C1 PROP. AVERAG HATE ASPHALT CONCRETE SURFACE COURSE, TYPE S9.55, Jam_ — �� _ _—_ _ __-_- AT AN AVERAGE HATE OF iee LBS. PER S0. YO' $'MIN. I 11'W/GR 11'W/GR - �-- -- -- - IPJCQ PLETE PLANS I 9D TPYT usE NA R/W AcCRREPRIRN 1 C2 PROP. APPRO%. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE 59.58, I I 1 i I AT AN AVERAGE PATE OF 188 LBS. PER S0. YD. IN EACH OF TWO LAYERS. I I PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.58, I I GRADE c3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO 1 POINT CCl BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. DOCUMENT NOT CONSIDERED FINAL PROP. APPROX. 2A " ASPHALT CONCRETe Ifi7ERNEDiATE COURSE, TYPE I19.eB, ORIGINAL A:OB __ =02 -02 ' C'08- UNLESS ALL SIGNATURES COMPLETED — D1 AT AN AVERAGE RATE OF 285 ASS. PER SO. VU. GROUND 3:/ A:1 \VAR.�t f \X$ S PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, T (I ( 0T 9.S" D1 ' /3.. A C RS&I1 TYPE I1B.0B, AT AN AVERAGE RATE OF ESS LES. PER SD. YD. PER 1" •�E1) �' ) ', 1 I ">�;!� _ ORIGINAL D2 DEPTH, TO OE PLACED IN LAYERS NOT LESS THAN 212E :N OEPTH OP ' GREATER THAN 4" IN DEPTH. !` GRADE TO THIS LINE GROUND El AT AN AVERAGE RATESOFA458C2BSREPERBSOE YDURSE, TYPE 825.00, TYPICAL SECTION NO. 1 PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 925.0B, U S E TYPICAL SECTION NO. 1 AT AN AVERAGE RATE OF 114 LBS. PER S0. SD. PER H" DEPTH. TO /� E2 TE PLACED IN DEPTHS NOT LES6 THAN 3" IN DEPTH OR GREATER -L2- STA. 15+00.00 TO -L2- STA. 22+00 +/ (BEGIN BRIDGE) THAN SAT" IN DEPTH. -L2- STA. 28+00 +/- (END BRIDGE) TO -L2- STA. 40+29 +./- T EARTH MATERIAL. (BEGIN BRIDGE) -L2- STA. 44+09 +/- (END BRIDGE) TO -L2- STA. 51 +50.00 U EXISTING PAVEMENT. c -L2- Yi I WEDGING (SEE WEDGING DETAIL THIS SHEET) I 12'DES. 8' 12' 12' 8' • NOTE: ALL PAVEMENT SLOPES 1:1 UNLESS NOTED OTHERWISE 8'MIN. I 11'W/GR I 11'W/GR 1 VAR_9'TO 11' _VAR.9'TO 11' I I f c, GRADE O.UB • I ORIGINAL < .0.02 POINT 0.02, 0,08� GROUND 3:I I A:1!/---_- _`I - -- 1 - I - - - - \ vAR s^f 1 -�t r I ,_ ,,9 irL� D1 9.5'� •W (J9.5"f .D1 E1 I (3_7M�4JIj S ORIGINAL _L2_ I GROUND GRADE TO THIS LINE I y C3C3c2TYPICAL SECTION NO. 2 D1 �� ® 1USE TYPICAL SECTION NO. 2 -L2- STA. 51 +50.00 TO -L2- STA. 55+00.00 'Ns _ - - " U I1 22�- — __T:( - c _ 3" MIN. MIN. 3" 0 MIN. MIN. O. -o Detail Showing Method of Wedging _ -- er J • co P c -L2- C -L2- Nr O a I i 30' 30' O 0 3' 12' 12' 3' ,3'_ 12' 12' 3' � m c. I I I I - GRADE PL GRADEJNmII _ 0.04 a�i! QG4 0 O aI 1 m c m„ TYPICAL SECTION NO. 3 TYPICAL SECTION NO. 4 USE TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 4 oc'cr -L2- STA. 22+00 +/- (BEGIN BRIDGE) TO -L2- STA. 40+29 +/- (BEGIN BRIDGE) TO -L2- STA. 28+00 +/- (END BRIDGE) -L2- STA. 44+09 +/- (END BRIDGE) From: Rogerson, Maria A Sent:Thursday,January 26, 2017 3:19 PM To: Gary Jordan<gary iordan@fws.gm>; Wilson, Travis W.<travis.wilsonPncwildlife.org>;Tom Steffens <thomas.a.steffens@usace.army.mil>; Lane, Stephen<stephen.lane@ncdenr.gov>;Staples,Shane <shane.staples@ncdenr.gov>; Brittingham, Cathy<cathy.brittingham@ncdenr.gov>;Ward, Garcy <garcv.wardCadncdenr.Rov> Cc:Johnson,Jay B<ibiohnson@ncdot.gov>; Kincannon, William C.<wckincannon@ncdot.gov>; Peters, Edith (Edith.Peters@rsandh.com)<Edith.Peters@rsandh.com> Subject: B-4484 Maple Cypress Rd Bridge Replacements- Meeting Request Hello all, The Division is working on the B-4484 Maple Cypress Road Bridge Replacements project in Craven County and would like to schedule a meeting to discuss the functional design alternatives and select an alternative. You likely received information on this project in 2008 from Tracy Walter at NCDOT. Since that time, a second bridge has been added to the project. Please find pertinent information attached for your review. Let me know your availability for an alternative selection meeting on the following dates/times. We propose the meeting in Greenville or New Bern. If we meet in New Bern, we can go out to the project site together after the meeting at DOT (late morning meeting, early afternoon site visit). Dates: • Thursday, February 2' • Wednesday, February 8th • Monday, February 13th Thank you, Maria A. Rogerson, P.E. Project Engineer North Carolina Department of Transportation 252 439 2800 office marogerson@ncdot.gov 2 Department of Environmental Quality Project Review Form Project Number: 18-0134 County: Craven Date Received: 11/21/2017 Due Date: 12/13/2017 Project Description: Environmental Assessment/Finding of No Significant Impact - Proposed project is for the replacement of bridge numbers 138 and 139 on Maple Cypress Road over the Neuse River from north of Biddle Road to south of Nelson Road. STIP B-4484 This Project is being reviewed as indicated below: Regional Office Regional Office Area In-House Review Asheville Air Air Quality ✓ Coastal Management Fayetteville . DWR Parks&Recreation V DCM-Marine Fisheries Mooresville ✓ DWR-Public Water V Waste Mgmt Military Affairs Raleigh V DEMLR(LQ&SW) Water Resources Mgmt DMF-Shellfish Sanitation V Washington �/ DWM-UST (Public Water,Planning&Water Wilmington Quality Program) Wildlife ✓ DWR-Transportation Unit ✓ Wildlife—DOT Travis Wilson Winston-Salem Garcy Ward Manager Sign-Off/Region: Date: In- • se'eviewer geh : Response(check all applicable) No objection to project as proposed. No Comment Insufficient information to complete review ✓Other(specify or attach comments) r— ��egS2 Vs� � \ �� \ s1 T�� oS' 1n W\e j- o, a� a S a c€- �o If you have any questions,please contact: 'b o,r\ c-e v►'oV'e-- Lyn Hardison at lvn.hardisonAncdenr.gov or(252)948-3842 Q (\s-Yi n 943 Washington Square Mall Washington NC 27889 C� wok(se w �� l ' i I �. Courier No. 16-04-01 \ ; hre��anol ive cce �—a��at�le - • Brittingham, Cathy From: Hardison, Lyn Sent: Tuesday, November 21, 2017 4:05 PM To: Brittingham, Cathy; Staples, Shane Subject: New A95 for review (comments due 12-13-2017) Attachments: 18-0134 Crave_B-4484 SEA_FONSI_20171002_Signed.pdf; 18-0134 Craven DEQ Form.pdf More projects for review. It is attached but if you cannot retrieve it please go to the SEPA portal to review the documents, DENR Employee Portal Access If you need more time to review these documents, please let me know so that I can request an extension. And send your comments to SEPA@ncdenr.gov. Thank you .... Lyn Proj# Type Department/ Project Name/Description Count Applicant NC Department of Environmental Assessment/Finding of No Significant Impact-Proposed project is for the 18-0134 SEPA replacement of bridge numbers 138 and 139 on Maple Cypress Road over the Neuse Craves Transportation River from north of Biddle Road to south of Nelson Road- Lyn Hardison Environmental Assistance and SEPA Coordinator Division of Environmental Assistance and Customer Service Department of Environmental Quality 252 946 6481 office 252-948-3842 direct lyn.hardisonncdenr.gov Washington Regional Office 943 Washington Square Mall Washington, NC 27889 10 'Nothing Compares _s,._r. Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 1 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 00 GU Mit(\\'— ,eS . 146 ret) REPLACEMENT OF BRIDGES No. 138 AND 139 CARRYING SR 1470(MAPLE CYPRESS ROAD0 ('� — OVER THE NEUSE RIVER r' -6 G CRAVEN COUNTY,NORTH CAROLINA WBS No. 33723.1.1 STIP PROJECT No. B-4484 ADMINISTRATIVE ACTION STATE ENVIRONMENTAL ASSESSMENT/ FINDING OF NO SIGNIFICANT IMPACT October 2017 Prepared by RS&H Architects-Engineers-Planners,Inc. For the North Carolina Department of Transportation 10/2/2017 DocuSigned by: 6614D9C57656408... Date Meredith H. Van Duyn,PE,Project Manager RS&H Architects-Engineers-Planners,Inc. 10/2/2017 Docusi°°sd FRS qUAlki 1CF3D8610D8847E... Date Hon F. Yeung,PE, Project Manager North Carolina Department of Transportation, Division 2 • DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 Table of Contents INTRODUCTION 2 I. PURPOSE AND NEED STATEMENT 2 II. EXISTING CONDITIONS 3 III. ALTERNATIVES 4 A. Description of the Build Alternative 4 B. Alternatives Eliminated from Further Study 4 IV. ESTIMATED COSTS 5 V. OTHER HIGHWAY PROJECTS IN THE AREA 6 VI. NATURAL ENVIRONMENT 6 A. Methodology 6 B. Physiography and Soils 6 C. Water Resources 6 D. Biotic Resources 7 1. Terrestrial Communities 7 2. Terrestrial Wildlife 8 3. Aquatic Communities 9 4. Invasive Species 9 E. Jurisdictional Issues 9 1. Clean Water Act Waters of the United States 9 2. Clean Water Act Permits 10 3. Construction Moratoria 11 4. North Carolina River Basin Buffer Rules 11 5. Rivers and Harbors Act Section 10 Navigable Waters 11 6. Wetland and Stream Mitigation 11 F. Federally Protected Species 11 VII. HUMAN ENVIRONMENT 16 A. Section 106 Compliance 16 B. Community Impacts 16 C. Noise and Air Quality 17 VIII.GENERAL ENVIRONMENTAL EFFECTS 17 IX. COORDINATION AND AGENCY COMMENTS 18 X. PUBLIC INVOLVEMENT 18 XI. BASIS FOR FINDING OF NO SIGNIFICANT IMPACT 18 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 PROJECT COMMITMENTS REPLACEMENT OF BRIDGES NO. 138 AND 139 CARRYING SR 1470(MAPLE CYPRESS ROAD) OVER THE NEUSE RIVER CRAVEN COUNTY,NORTH CAROLINA WBS No.33723.1.1 STIP PROJECT No.B-4484 NCDOT Division 2 NCDOT will adhere to Guidelines for Avoiding Impacts to the West Indian Manatee: Precautionary Measures for Construction Activities in North Carolina Waters for this project. The Neuse River is identified by the North Carolina Wildlife Resources Commission(NCWRC) as anadromous fish habitat and an inland primary nursery area.As a result, an in-water construction moratorium will be in effect from February 15 to September 30. The project study area contains suitable habitat for bald eagles,which are protected under the Bald and Golden Eagle Protection Act. Bald eagles were observed during site visits in 2009 and 2017. NCDOT will conduct surveys for bald eagle nests prior to construction. B-4484 State EA/FONSI 1 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 REPLACEMENT OF BRIDGES No.138 AND 139 CARRYING SR 1470(MAPLE CYPRESS ROAD) OVER THE NEUSE RIVER CRAVEN COUNTY,NORTH CAROLINA WBS No.33723.1.1 STIP PROJECT No.B-4484 INTRODUCTION The North Carolina Department of Transportation(NCDOT)proposes to replace Bridges No. 138 and 139 carrying SR 1470 (Maple Cypress Road) over the Neuse River and overflow in Craven County. Currently, Bridge No. 138 is 22 feet wide accommodating a two-lane roadway and is 580.5 feet in length. Bridge No. 139 is 29 feet wide accommodating a two-lane roadway and is 180 feet in length. Bridge No. 138 is proposed to be 600 feet in length, and Bridge No. 139 is proposed to be 375 feet in length. Both bridges will be 34.5 feet wide (30-foot clear roadway width) accommodating two 11-foot lanes and four-foot shoulders and will be constructed on the west side of the existing bridges. Traffic will use the existing bridges during construction, with temporary pavement widening and one-lane,two-way flagger operations. This project is included in the NCDOT State Transportation Improvement Program (STIP) as Project No. B-4484. Right-of-way acquisition is scheduled in the summer of 2018, and construction is scheduled to begin in the summer of 2019. The project is subject to compliance with the North Carolina(State) Environmental Policy Act(SEPA). No substantial environmental impacts are anticipated as a result of the proposed project. This action is classified as State Environmental Assessment/Finding of No Significant Impact. I. PURPOSE AND NEED STATEMENT The purpose of this project is to improve bridge safety and functionality. The need for the project is to replace the structurally deficient bridges. The project location is shown in Figures 1, 2, and 3. Photos of the project area are included in Figure 4. NCDOT Structures Management Unit records (Bridge Inspection Report-240138,July 14, 2017; Bridge Inspection Report - 240139, December 07, 2016) indicate Bridge No. 138 and 139 have sufficiency ratings of 26.2 and 52.93, respectively, out of a possible 100 for a new structure. Bridge No. 138 is considered structurally deficient due to superstructure and substructure ratings of four or less and has two years of estimated remaining life left. Bridge No. 139 has an estimated twelve years of estimated remaining life. NCDOT has completed recent repairs to both structures. Bridge No. 138 was built in 1952 and has a steel girder floor beam system with a reinforced concrete deck,as well as timber pile substructure.The posted weight limit on the bridge at the time of the Bridge Inspection Report(July 2017)was 34 tons for single vehicles and 37 tons for truck- tractor semi-trailers. The posted weight limit during a site visit in August 2017 was 22 tons for single vehicles and 26 tons for truck-tractor semi-trailers. A change to the posted weight limit listed on the Bridge Inspection Report (July 2017) was requested to match the 22 tons for single B-4484 State EA/FONSI 2 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 vehicles and 26 tons for truck-tractor semi-trailers currently posted at the bridge and seen on the August 2017 site visit. Bridge No. 139 was built in 1972 and has a steel substructure (floor and pile), a steel girder floor beam system with a prestressed concrete deck. No weight limits are posted. II. EXISTING CONDITIONS The proposed project is located in northeastern Craven County, approximately midway between Kinston and Vanceboro. The land surrounding the bridge is predominantly rural and includes marshes,wooded areas, large tracts of agricultural crops, and low-density single family homes. SR 1470(Maple Cypress Road)is a two-lane roadway with a statutory speed limit of 55 miles per hour (mph). It is classified as a major collector road according to NCDOT Functional Classification maps. The estimated (2012) annual average daily traffic (AADT) along SR 1470 (Maple Cypress Road)is 1,800 vehicles per day(vpd).There are no signalized intersections within the project study area. Craven County school buses make two total trips per day across the bridge. Known utilities in the project study area include a water line, power, and telecommunications cable. There were four crashes reported to have occurred in the immediate project vicinity during the ten- year period of October 1, 1998 through September 30, 2008. There were no fatal collisions reported. Crash data is summarized in Tables 1 and 2. Total crash rates for the segment in Table 1 is lower than the North Carolina statewide average (2012-2014) for a two-lane rural secondary route undivided (average 649.92 crashes per 100 million vehicle miles traveled (100MVMT)). The critical crash rate based on the North Carolina statewide average for a similar facility and a 95%confidence interval is 248.47. Two of the collisions on the roadway segment of Maple Cypress Road on both sides of Bridge No. 138 during the ten year analysis period were fixed-object collisions, and two were rear-end collisions. Table 1. Crash Summary: Totals and Severity Crash Rate* Crash Severity** Roadway Segment Total Non- Type Type Type EPDO Crashes Total Fatal Fatal A B C PDO Severity Injury Injury Injury Injury Index*** Maple Cypress Road—500 feet on both sides of Bridge 4 208.57 52.14 0 0 0 1 3 2.85 No. 138 *Rate=Crashes per 100 Million Vehicles Miles;2003-2013(10 years) **Crash severity is rated Fatal,Class A to C(highest to lowest),or PDO(property damage only) ***EPDO severity index of 8.4 is the threshold for locations that have more serious crashes.(Chapter 14 of NCDOT TEAAS Training Material) B-4484 State EA/FONSI 3 • DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 Table 2. Roadway Segment Crash Type Summary: 10/01/1998 to 09/30/2008(10 years) Roadway Segment Fixed Object Rear End Total Maple Cypress Road—500 feet on both 2 sides of Bridge No. 138 4 III. ALTERNATIVES A. Description of the Build Alternative The proposed Build Alternative involves replacement of the structure along the existing roadway alignment, to its immediate west side. Improvements to the approach roadways will be required for a distance of approximately 510 feet to the south(west) of Bridge No. 138 and 870 feet to the north(east) of Bridge No. 139 to tie in the proposed pavement improvements to the existing roadway. This alternate will be designed using Sub Regional Tier guidelines with a design speed of 60 miles per hour. The driveway to the public boat ramp will be realigned slightly to avoid a sight distance issue. Traffic will not be detoured offsite during the construction period. The boat ramp access will remain open during construction. Typical sections and the preliminary roadway design for Alternative I are included in Figures 5 and 6. B. Alternatives Eliminated from Further Study No Build The No Build Alternative serves as a basis of comparison between not replacing the bridge and the associated impacts with the Build alternative.The No Build Alternative would result in no new construction costs; no impacts to streams, wetlands, or other natural or cultural resources; and no residential or business relocations.However,this alternative would result in increased maintenance cost for a period of a few years prior to complete bridge closure. The eventual closure would result in travel delays.The No Build Alternative would not meet the purpose of and need for the proposed project to improve bridge safety. This alternative was dropped from consideration. Offsite Detour The Craven County Emergency Services Director has expressed concern about the potential impacts of an off-site detour on emergency response times.Craven County is divided by the Neuse River and closing the bridge would impact response times for EMS, fire, and law enforcement services. The nearest detour on either side of the bridge is 32 miles (approximately 40 minutes driving time). Traffic will use the existing bridges during construction, with temporary pavement widening and one-lane operations. An off-site detour will not be used. B-4484 State EA/FONSI 4 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 Alternative 2 Build Alternative 2 proposed replacement of Bridges No. 138 and 139 on the east side, immediately adjacent to the existing structures and roadway. Alternative 2 was eliminated in 2017 due to its higher potential wetland impacts,with no other measurable benefits above Alternative 1. A comparison of Alternatives 1 and 2 was completed in February 2017 for the field meeting with permitting/regulatory agency representatives and is included in Table 3 and in the meeting minutes in the Appendix. Table 3. Build Alternative Comparison Category Alternative 1 Alternative 2 Project Length 3,700 ft. 4,000 ft. Overhead Utility Relocations 10 poles 10 poles (power and telecommunications) Riparian Wetland Impacts 3.68 ac. 4.63 ac. Surface Water Impacts 0.01 ac. 0.02 ac. Stream Impacts 240 lf. 230 lf. Neuse River Buffer Impacts 4,303 sq. ft. 3,926 sq. ft. Water line relocation approx. 3,900 if. approx. 1,600 If. (underground and above-ground) Construction Cost Estimate (as of Feb. 2017) $10.5 Million $11.1 Million A combination of Alternative 1 and 2 was briefly discussed but eliminated due to sight distance concerns. This design would not have met NCDOT or AASHTO design standards. IV. ESTIMATED COSTS The estimated costs for the Build Alternative,based on 2017 prices are as follows: Table 4. Estimated Project Costs(Alternative 1) Item Build Alternative Right-of-Way 1 $66,000 Utility Relocation 2 $1,786,000 Construction 3 $11,548,000 TOTAL $13,400,000 From NCDOT lt/W Cost Estimate completed on 8/2/17. 2Includes power pole relocation cost($87,600) from NCDOT Utility Estimate completed on 8/8/17, and water line construction/relocation utility cost ($1,536,000) from NCDOT Preliminary Estimate completed on 7/12/17,as well as a 10%contingency. 3 Includes roadway, drainage, and structure costs ($8,718,000) from NCDOT Preliminary Estimate completed on 7/12/17, as well as miscellaneous, mobilization, engineering, and construction contingencies. B-4484 State EA/FONSI 5 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 V. OTHER HIGHWAY PROJECTS IN THE AREA The New Bern Area Metropolitan Planning Organization's (NBAMPO)2016-2025 Metropolitan Transportation Improvement Plan, adopted in July 23, 2015, Amendment No. 1, adopted September 24,2015,and Amendment No. 2,adopted January 28,2016,do not include any projects in the vicinity of B-4484. There are no nearby projects listed in the 2018-2027 STIP. VI. NATURAL ENVIRONMENT A. Methodology All work was conducted in accordance with the NCDOT Natural Environment Section standard operating procedures and July 2012 Natural Resources Technical Report (NRTR) template. Fieldwork was conducted on July 6, 2009,February 26, 2014, March 11, 2014, March 26, 2014, and September 11, 2017. The 2014 B-4484 NRTR and 2017 wetland survey updates are summarized here and incorporated by reference. B. Physiography and Soils The study area lies in the southern outer coastal plain physiographic region of North Carolina. Topography in the project vicinity is generally flat. Elevations in the study area range from 4 to 8 feet above sea level. Land use in the project vicinity consists primarily of forestland and agriculture. The Craven County Soil Survey identifies four soil types within the study area. The characteristics of the soils in this area are provided in Table 5. Table 5. Soils in the Study Area Soil Series Mapping Unit Drainage Class Hydric Status Conetoe loamy sand CnB Well Drained Non-hydric Masontown mucky fine Poorly sandy loam&Muckalee MM Drained/Very Hydric sandy loam Poorly Drained Somewhat Tarboro sand TaB Excessively Non-hydric Drained Moderately Well Seabrook loamy sand Se Drained Hydric *Soils which are predominantly non-hydric,but which contain hydric inclusions C. Water Resources Water resources in the study area are part of the Neuse River Basin (U.S. Geological Survey [USGS] Hydrologic Unit 03020204). One stream, the Neuse River, was identified in the study area (Table 6). The physical characteristics of this stream are provided in Table 7. An unnamed tributary of the Neuse River was identified just outside of the study area at the northwest corner of the project. B-4484 State EA/FONSI 6 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 Table 6. Water Resources in the Study Area Stream Name Map ID DWQ Stream Best Usage Index Number Classification Neuse River Neuse River 27-(85) C;Sw;NSW Table 7. Physical Characteristics of Water Resources in the Study Area Bank Bankfull Water Channel Map ID Height Width Depth Substrate Velocity Clarity (ft) (ft) (in) Neuse River 15 320 48-120 Sand Medium Turbid The Neuse River is not designated an Outstanding Resource Water (ORW), High Quality Water (HQW)or water supply watershed(WS-I or WS-II)within 1.0 mile downstream of the study area. The Neuse River was not on the North Carolina 2014 Final 303(d) list of impaired waters due to sedimentation or turbidity,nor does it drain into any Section 303(d)waters within 1.0 mile of the study area,that are listed for sedimentation or turbidity. This portion of the Neuse River is designated as an inland primary nursery by the North Carolina Wildlife Resources Commission(NCWRC). There are no benthic samples taken within one mile of Bridge No. 138. Craven County is not designated by the NCWRC as containing Mountain Trout Waters, and no streams within the project study area are designated as Trout Waters. D. Biotic Resources This section describes the existing vegetation and associated wildlife that occur within the project study area. Potential impacts affecting these resources are also discussed. 1. Terrestrial Communities Five terrestrial communities were identified in the study area: maintained/disturbed, riverine swamp forest, bottomland hardwood forest, mixed pine hardwoods, and clearcut/cutover areas. The NRTR includes detailed mapping showing the location and extent of these terrestrial communities in the study area.A brief description of each community type follows. Maintained/Disturbed Maintained/disturbed areas in the study area are in places where the vegetation is periodically mowed, such as roadside shoulders, agricultural fields, and residences. The vegetation in this community is comprised of low growing grasses and herbs, including fescue, clover, wild onion, broomsedge,kudzu, and henbit. Riverine Swamp Forest The riverine swamp forest community occurs in each quadrant of the study area near the river and its overflow areas. The vegetation in this community includes bald cypress, red maple, swamp cottonwood, black willow, overcup oak, green ash, American elm, lizard's tail, trumpet creeper, and various sedges. B-4484 State EA/FONSI 7 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 Bottomland Hardwood Forest Bottomland hardwood forest community exists in several locations in the study area. Species in this community include willow oak, laurel oak, blackgum, water hickory, box elder, sycamore, ironwood, sweetgum, Chinese privet, and deciduous holly in the overstory and understory. Greenbrier, wild grape, trumpet creeper, poison ivy, Japanese honeysuckle, and various sedges area also in the understory. Mixed Pine Hardwood Forest The extreme northeast portion of the study area includes small areas of mixed pine and hardwood forest, on slopes rising from the Neuse River floodplain. These areas are dominated by loblolly pine. Clearcut/Cutover The 2009 NRTR identified a recent clearcut northwest of the Neuse River bridge. This area has grown into a dense stand of saplings. Most of this area was inundated during the February-March 2014 field visits. South of the roadway, an area mapped by the 2009 NRTR as riverine swamp forest,bottomland hardwood, and pine plantation has now also recently been cut. Terrestrial Community Impacts Terrestrial communities in the study area may be impacted by project construction as a result of grading and paving of portions of the study area. Community data of each type within the study area and potential impacts from Alternative 1 are shown in Table 8. Table 8. Coverage of Terrestrial Communities in the Study Area Community Coverage(ac.) Impacts(ac.) Maintained/Disturbed 7.36 3.28 Riverine Swamp Forest 14.63 1.61 Bottomland Hardwood Forest 3.98 0.33 Clearcut/Cutover 5.89 0.68 Mixed Pine Hardwood 1.64 0.03 Total 33.50 5.93 2. Terrestrial Wildlife Terrestrial communities in the study area are comprised of both natural and disturbed habitats that may support a diversity of wildlife species (those species actually observed are indicated with an asterisk *). Mammal species that commonly exploit forested habitats and stream corridors found within the study area include species such as marsh rabbit*, raccoon, Virginia opossum*, gray squirrel, and white-tailed deer*. Birds that commonly use forest and forest edge habitats include the American goldfinch*, American robin*, Carolina wren*, Acadian flycatcher*, great crested flycatcher*, blue-gray gnatcatcher*, prairie warbler*, killdeer*, northern cardinal*, northern parula warbler*, northern flicker*, red-bellied woodpecker* yellow throated vireo*, indigo bunting* barred owl*, and red-shouldered hawk. Birds that may use the open habitat or water bodies within the study area include belted kingfisher, great blue heron, yellow crowned night heron*, bald eagle*, and turkey vulture*. Reptile and amphibian species that may use terrestrial communities located in the study area include the king snake*, eastern box turtle*, Cope's gray treefrog*, eastern fence lizard,and five-lined skink. B-4484 State EA/FONSI 8 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 3. Aquatic Communities Aquatic communities in the study area consist of a perennial coastal plain river and its overflow tributaries. The Neuse River can support these fish species: hickory shad, alewife, gizzard shad, silvery minnow, golden shiner, comely shiner, satinfin shiner, dusky shiner, whitefin shiner, channel catfish, pirate perch, warmouth, redbreast sunfish, bluegill, pumpkinseed, largemouth bass, white crappie, black crappie, scalyhead darter, and southern flounder. The Neuse River can also support beaver, stinkpot, southern dusky salamander, crayfish, and various benthic macroinvertebrates. Aquatic organisms are acutely sensitive to changes in their environment, and environmental impacts from construction activities may result in long term or irreversible effects.Impacts usually associated with in-stream activities include alterations to the substrate and impacts to the adjacent streamside vegetation. Such disturbances within the substrate lead to increased siltation,which can clog the gills and/or feeding mechanisms of benthic organisms, fish, and amphibian species. Siltation may cover benthic macroinvertebrates with excessive amounts of sediment that inhibit their ability to obtain oxygen. The removal of streamside vegetation and placement of fill material during construction enhances erosion and possible sedimentation. Quick revegetation of these areas helps to reduce the impacts by supporting the underlying soils. Erosion and sedimentation may carry soils, toxic compounds, trash, and other materials into the aquatic communities at the construction site. As a result, bars may form downstream of the site. Increased light from the removal of streamside vegetation may increase water temperatures. Warmer water contains less oxygen, thus reducing aquatic life that depends on high oxygen concentrations. 4. Invasive Species Three species from the NCDOT Invasive Exotic Plant List for North Carolina were found to occur in the study area. The species identified were Chinese privet(Threat level 1),kudzu(Threat level 1), and Japanese honeysuckle (Threat level 2). NCDOT will manage invasive plant species as appropriate. E. Jurisdictional Issues 1. Clean Water Act Waters of the United States Section 404 of the Clean Water Act requires regulation of discharges into Waters of the United States. The USACE has the responsibility for implementation,permitting, and enforcement of the provisions of the Act. The USACE regulatory program is defined in 33 CFR 320-330. One jurisdictional stream, the Neuse River, was identified in the study area (Table 10). The location of this stream is shown on Figure 1. The physical characteristics and water quality designations of the Neuse River are detailed in Section VI.C. This stream has been designated as a warm water stream for the purposes of stream mitigation. B-4484 State EA/FONSI 9 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 Table 10.Jurisdictional Characteristics of Water Resources in the Study Area Compensatory River Basin Buffer Map ID Length(ft) Classification Mitigation Buffers Impacts Required (sq ft) Neuse River 200 Perennial Yes Subject 3,185* * Includes 50 foot offset from the top of bank delineation Wetlands are those areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Much of the project study area was inundated during the February-March 2014 site visits, which complicated the process of delineating the jurisdictional boundaries and mapping with the excess water. These wetland boundaries were reviewed in August and September 2017 when normal hydrologic conditions existed on the site. The updated delineation shows a reduced wetland area. Eight jurisdictional wetlands were identified within the study area (Figure 5). Wetland classification data are presented in Table 11. All wetlands in the study area are within the Neuse River Basin(USGS Hydrologic Unit 03020204). Table 11.Jurisdictional Characteristics of Wetlands in the Study Area Map Hydrologic Area ac Potential ( )ID Classification Impacts(ac)1 WA Riparian 1.24 0 WB Riparian 0.952 0 WC Riparian 1.22 0 WD Riparian 11.193 1.59 WE Riparian 0.06 0 WF Riparian 0.03 0.02 WG Riparian 0.14 0 WAA Riparian 0.20 0 Total 15.03 1.61 1 Potential impacts include a 25-foot offset from preliminary construction limits. 2 WB area approximated per aerial imagery and wetland delineation. 3 WD area only includes wetlands within study area. 2. Clean Water Act Permits The proposed project has been designated as a State EA/FONSI for the purposes of SEPA documentation. The USACE stated in the February 2017 field meeting with other agency representatives that an Individual Permit will be required. In addition to the Section 404 permit, other required authorizations include the corresponding Section 401 Water Quality Certification(WQC) from the NCDWR. A NCDWR Section 401 Water Quality General certification may be required prior to the issuance of a Section 404 Permit. Other B-4484 State EA/FONSI 10 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 required 401 certifications may include a GC 3688 for temporary construction access and dewatering. 3. Construction Moratoria The Neuse River has been identified by the NCWRC as anadromous fish habitat and an inland primary nursery area.As a result,a construction moratorium has been requested from February 15 to September 30. 4. North Carolina River Basin Buffer Rules Streamside riparian zones within the study area are protected under provisions of the Neuse River Buffer Rules as administered by NCDWR. Table 10 indicates which streams in the study area are subject to the buffer rule protection. The unnamed tributary at the northwest corner of the project lies outside of the study area,but its buffers may lie inside it. Due to floodplain inundation, it was not possible to locate the top of bank during the February-March site visits. Potential impacts to protected stream buffers will be determined once a final alignment and design have been determined. 5. Rivers and Harbors Act Section 10 Navigable Waters The Neuse River has been designated by the USACE as a Navigable Water under Section 10 of the Rivers and Harbors Act. 6. Wetland and Stream Mitigation Avoidance and Minimization of Impacts The NCDOT has attempted to avoid and minimize impacts to streams and wetlands to the greatest extent practicable in choosing Alternative 1 as the preferred alternative.Due to buffer rules,Design Standards for Sensitive Watersheds will be followed. Further minimization of impacts will be determined during final design. Compensatory Mitigation of Impacts The NCDOT will investigate potential on-site stream and wetland mitigation opportunities. If on- site mitigation is not feasible, mitigation will be provided by North Carolina Department of Environmental Quality — Division of Mitigation Services (DMS). In accordance with the "Memorandum of Agreement Among the North Carolina Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington District" (MOA), July 22, 2003, the DMS will be requested to provide off-site mitigation to satisfy the federal Clean Water Act compensatory mitigation requirements for this project. F. Federally Protected Species Federal law under the provisions of Section 7 of the Endangered Species Act (ESA) of 1973, as amended,requires that any action likely to adversely affect a federally protected species be subject to review by U.S. Fish and Wildlife Service (USFWS) and the National Marine Fisheries Service (NMFS). Other species may warrant protection under separate state laws. B-4484 State EA/FONSI 11 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered (PE), and Proposed Threatened(PT) are protected under Section 7 and Section 9 of the ESA. As of May 23, 2017 (verified August 30, 2017), the USFWS and NMFS list eight federally protected species for Craven County (Table 12). A brief description of each species' habitat requirements follows, along with the Biological Conclusion rendered based on survey results. Table 12. Federally Protected Species Listed for Craven County Federal Habitat Biological Scientific Name Common Name Status Present Conclusion Myotis septentrionalis Northern long-eared bat T Yes MA/LAA Calidris canutus rufa Rufa red knot T No No Effect Picoides borealis Red-cockaded woodpecker E No No Effect Trichechus manatus West Indian manatee E Yes MA/NLAA Dermochelys coriacea Leatherback sea turtle E No No Effect Aeschynomene virginica* Sensitive joint-vetch T No No Effect Lysimachia Rough-leaved loosestrife E No No Effect asperulaefolia Acipenser oxyrinchus Atlantic sturgeon E Yes MA/NLAA E=Endangered;T=Threatened;MA/NLTAA=May Affect,Not Likely to Adversely Affect;MA/LAA=May Affect,Likely to Adversely Affect *Historic record(the species was last observed in the county more than 50 years ago) Northern long-eared bat The USFWS has developed a programmatic biological opinion in conjunction with the Federal Highway Administration, the US Army Corps of Engineers, and NCDOT for the northern long- eared bat(Myotis septentrionalis)in eastern North Carolina. The programmatic biological opinion covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities. The programmatic determination for the northern long-eared bat for the NCDOT program is"May Affect, Likely to Adversely Affect." The programmatic biological opinion provides incidental take coverage for northern long-eared bat and will ensure compliance with Section 7 of the Endangered Species Act for five years for all NCDOT projects with a federal nexus in Divisions 1- 8,which includes Craven County. Rufa red knot The rufa red knot is a medium sized shorebird about 9 to 11 inches in length. Red knots are a specialized molluscivore, eating hard-shelled mollusks, sometimes supplemented with easily accessed softer invertebrate prey. The red knot migrates annually between its breeding ground in the Canadian arctic and several wintering regions, including the Southeast United States from Florida to North Carolina. During both the northbound(spring)and southbound(fall)migrations, red knots use key staging and stopover areas to rest and feed. This species typically makes long flights between stops. The birds migrate in large flocks northward through the contiguous United States mainly March—early June, southward July—August. Arrival in breeding areas occurs in late May or early June;most have departed breeding areas by mid-August. Red knots are restricted to the ocean coasts during winter and occur primarily along the coast during migration. Habitats used by red knots in migration and wintering areas are similar in character, generally coastal B-4484 State EA/FONSI 12 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 marine and estuarine habitats with large areas of exposed intertidal sediments. In North America, red knots are commonly found along sandy,gravel,or cobble beaches,tidal mudflats,salt marshes, shallow coastal impoundments, lagoons, and peat banks. Biological Conclusion: No Effect Suitable habitat for the red knot does not exist in the study area. The study area consist of forested, riparian areas in a freshwater system. It lacks coastal foraging and roosting areas preferred by the red knot. A review of NCNHP records, updated August 18, 2017, indicates no known red knot occurrences within one mile of the study area. Red-cockaded woodpecker The red-cockaded woodpecker(RCW) typically occupies open, mature stands of southern pines, particularly longleaf pine, for foraging and nesting/roosting habitat. The RCW excavates cavities for nesting and roosting in living pine trees,aged 60 years or older,and which are contiguous with pine stands of at least 30 years of age to provide foraging habitat. The foraging range of the RCW is normally no more than 0.5 mile. Biological Conclusion: No Effect Suitable habitat for the red-cockaded woodpecker does not exist in the study area. Forests in the study area are comprised of a closed hardwood canopy and sub-canopy. Where pine trees occur in maintained or disturbed areas,they are not of sufficient age or density to provide suitable nesting or foraging habitat. A review of NCNHP records, updated August 18, 2017, indicates no known RCW occurrences within one mile of the study area. West Indian Manatee USFWS optimal survey window: year round Habitat Description: West Indian manatees have been observed in all the N.C. coastal counties. West Indian manatees are found in canals, sluggish rivers, estuarine habitats, salt water bays, and as far off shore as 3.7 miles. They utilize freshwater and marine habitats at shallow depths of 5 to 20 feet.In the winter,between October and April,manatees concentrate in areas with warm water. During other times of the year, habitats appropriate for the West Indian manatee are those with sufficient water depth, an adequate food supply, and in proximity to freshwater. West Indian manatees require a source of freshwater to drink. West Indian manatees are primarily herbivores, feeding on any aquatic vegetation present,but they may occasionally feed on fish. Biological Conclusion:May Affect,Not Likely to Adversely Affect Suitable habitat for West Indian manatee does exist in the study area.A review of NCNHP records, updated May 1, 2009, revealed a 1990 manatee occurrence approximately 1100 feet downstream of the study area. NCDOT will utilize the Guidelines for Avoiding Impacts to the West Indian Manatee: Precautionary Measures for Construction Activities in North Carolina Waters during construction of the bridge. Leatherback sea turtle Leatherbacks are distributed worldwide in tropical waters of the Atlantic, Pacific, and Indian Oceans. They are generally open-ocean species,and may be common off the North Carolina coast B-4484 State EA/FONSI 13 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 during certain times of the year. However, in northern waters, leatherbacks are reported to enter into bays,estuaries,and other inland bodies of water. Major nesting areas occur mainly in tropical regions. In the United States,primary nesting areas are in Florida;however,nests are known from Georgia, South Carolina, and North Carolina as well. Nesting occurs from April to August. Leatherbacks need sandy beaches backed with vegetation in the proximity of deep water and generally with rough seas. Beaches with a relatively steep slope are usually preferred. Biological Conclusion: No Effect This project will not affect the beaches or coastal waters of North Carolina. Therefore,no habitat for leatherback sea turtles exists within the study area. A review of NCNHP records, updated August 18, 2017, indicates no known leatherback sea turtle occurrences within one mile of the study area. Sensitive joint-vetch Sensitive joint-vetch grows in the mildly brackish intertidal zone where plants are flooded twice daily. This annual legume prefers the marsh edge at an elevation near the upper limit of tidal fluctuation but can also be found in swamps and on river banks. Sensitive joint-vetch normally occurs in areas with high plant diversity where annual species predominate and can grow in sand, mud, gravel, or peat substrates. Bare to sparsely vegetated substrates appear to be a microhabitat feature of critical importance to this plant. Such microhabitats may include accreting point bars that have not yet been colonized by perennial species, areas scoured out by ice, low swales within marshes,muskrat"eat outs"where this rodent removes all of the vegetation within a small portion of the marsh, storm damaged areas, and the saturated organic sediments of some interior marshes that have local nutrient deficiencies. In North Carolina,stable populations have been found in the estuarine meander zone of tidal rivers where sediments transported from upriver settle out, and extensive marshes are formed. Additional North Carolina occurrences are also found in moist to wet roadside ditches and moist fields,but these are not considered stable populations. Biological Conclusion: No Effect Suitable habitat for sensitive joint-vetch does not exist in the study area. The wetland areas and roadside ditches are not brackish or tidally influenced, and therefore do not provide the necessary conditions for this vetch. A review of NCNHP records, updated August 18, 2017, indicates no known sensitive joint-vetch occurrence within one mile of the study area. Rough-leaved loosestrife Rough-leaved loosestrife,endemic to the Coastal Plain and Sandhills of North and South Carolina, generally occurs in the ecotones or edges between longleaf pine uplands and pond pine pocosins in dense shrub and vine growth on moist to seasonally saturated sands and on shallow organic soils overlaying sand (spodosolic soils). Occurrences are found in such disturbed habitats as roadside depressions, maintained power and utility line rights-of-way, firebreaks, and trails. The species prefers full sunlight, is shade intolerant,and requires areas of disturbance(e.g.,clearing,mowing, and periodic burning)where overstory is minimal. It can,however,persist vegetatively for many years in overgrown, fire-suppressed areas. Blaney, Gilead, Johnston, Kalmia, Leon, Mandarin, Murville, Torhunta, and Vaucluse some of the soil series that occurrences have been found on. B-4484 State EA/FONSI 14 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 Biological Conclusion: No Effect Suitable habitat for rough-leaved loosestrife does not exist in the study area. The canopy in the wetland areas that are not regularly flooded is too dense to allow rough-leaved loosestrife to grow. A review of NCNHP records, updated August 18, 2017, indicates no known rough-leaved loosestrife occurrence within one mile of the study area. Atlantic sturgeon Habitat Description: Atlantic sturgeon spawn in freshwater in the spring and migrate to the estuarine waters where they spend most of their lives. Spawning occurs in moderately flowing waters in the deep parts of large rivers between the salt front and fall line of large rivers. Eggs are deposited on the bottom, usually attaching to hard substrates. They occur in most major river systems along the eastern seaboard of the United States.The species prefers the near shore marine, estuarine and riverine habitat of large river systems. Subadults and adults live in coastal waters and estuaries when not spawning, generally in nearshore areas dominated by gravel and sand substrates. Long distance migrations away from spawning rivers are common. Large freshwater rivers that are unobstructed by dams or pollutants are imperative to successful reproduction. Biological Conclusion:May Affect,Not Likely to Adversely Affect Correspondence with Fritz Rohde (NMFS) indicated that habitat for the Atlantic sturgeon is present in the study area. A review of NCNHP records, updated August 18, 2017, indicates there are no known Atlantic sturgeon occurrences within one mile of the study area. Bald and Golden Eagle Protection Act The bald eagle was removed from the USFWS's list of Threatened and Endangered Species (effective August 8, 2007), but it is protected under the Bald and Golden Eagle Protection Act. Habitat for the bald eagle primarily consists of mature forests in proximity to large bodies of open water for foraging. Large, dominant trees are utilized for nesting sites, typically within one mile of open water. Suitable habitat for bald eagle exists in the project study area, as it is within one mile of suitable habitat(Neuse River). Bald eagles were observed during field work in 2009 and 2017. NCDOT will conduct surveys for nests prior to construction and coordinate with the USFWS if needed. Endangered Species Act Candidate Species As of May 23,2017 (verified August 30, 2017),the USFWS lists no Candidate species for Craven County. Coastal Zone Issues Coastal Area Management Act(CAMA)Areas of Environmental Concern CAMA Areas of Environmental Concern (AEC) were identified in the project study area. The Neuse River is a Public Trust Water. A CAMA Major Development Permit from the North B-4484 State EA/FONSI 15 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 Carolina Division of Coastal Management(NCDCM)will be required for all iulpacrs10 d@signated AECTswithin-thr-projeet-stuelyarea. Essential Fish Habitat The National Marine Fisheries Service(NMFS)has identified the Neuse River as an Essential Fish Habitat(EFH). The proposed project will require that the existing structure over the Neuse River be removed and a new structure built in its place or in proximity. The new bridge structure will likely require footings to be placed within the Neuse River. However, the existing bridge footings will be removed. Therefore, the proposed project will likely result in a negligible net effect on available Essential Fish Habitat. VII. HUMAN ENVIRONMENT A. Section 106 Compliance This project is subject to compliance with Section 106 of the National Historic Preservation Act of 1966, as amended, implemented by the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106, codified at 36 CFR Part 800. Section 106 requires Federal agencies to take into account the effect of their undertakings (federally-funded, licensed, or permitted)on properties included in or eligible for inclusion in the National Register of Historic Places and to afford the Advisory Council a reasonable opportunity to comment on such undertakings. The State Historic Preservation Office(HPO)reviewed the subject project and is not aware of any historic resources which would be affected by the project. HPO has no comment on the project as proposed. (November 18, 2008 response is included in the Appendix). B. Community Impacts No adverse impact on families or communities is anticipated. Right-of-way acquisition will be limited. One abandoned house is anticipated to be impacted by the proposed realignment of the driveway to the boat ramp. No relocatees are expected with implementation of the proposed alternative. No adverse effects on public facilities or services is expected. While two bus trips are made daily through the study area, the Craven County Schools Transportation Information Management Systems (TIMS) Coordinator expects bridge closure during construction to have an overall low impact on school transportation services. The project is not expected to adversely affect social, economic,or religious opportunities in the area. Access to the public boat ramp, operated by NCWRC,will remain open throughout construction. Craven County Emergency Services Director has expressed concern about the potential impacts of an off-site detour on emergency response times. Craven County is divided by the Neuse River and closing the bridge would impact response times for EMS, fire,and law enforcement services. B-4484 State EA/FONSI 16 DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 Traffic will use the existing bridges during construction,with temporary pavement widening and one-lane operations. An off-site detour will not be used. The project is not in conflict with any plan, existing land use, or zoning regulation. No change in land use is expected to result from the construction of the project. The Farmland Protection Policy Act requires all federal agencies or their representatives to consider the potential impact to prime farmland of all land acquisition and construction projects. FPPA eligible soils are present within all quadrants of the Direct Bridge Impact Area (DBIA). A preliminary screening of farmland conversion impacts in the project was completed(NRCS Form AD-1006,Part VI only)and a total score of 51 out of 160 points was calculated.Due to this score,this land is not covered by the act. The project will not have a disproportionately high and adverse human health and environmental effect on any minority or low-income population. Three access driveways are located within the DBIA providing access to single family homes and a cell tower.Access to properties will be maintained during construction. C. Noise and Air Quality The project is located in Craven County,which has been determined to comply with the National Air Quality Standards. The proposed project is located in an attainment area; therefore, 40 CFR Parts 51 and 93 are not applicable. This project is not anticipated to create any adverse effects on the air quality of this attainment area. This project will not result in any meaningful changes in traffic volume, vehicle mix, location of the existing facility, or any other factor that would cause an increase in emissions impacts relative to the no-build alternative. As such, FHWA has determined that this project will generate minimal air quality impacts for Clean Air Act criteria pollutants and has not been linked with any special MSAT concerns. Consequently this effort is exempt from analysis for MSAT's. Noise levels may increase during project construction;however,these impacts are not expected to be substantial considering the relatively short-term nature of construction noise and the limitation of construction to daytime hours. The transmission loss characteristics of nearby natural elements and man-made structures are believed to be sufficient to moderate the effects of intrusive construction noise. This project has been determined to be a Type III Noise Project and therefore, no traffic noise analysis is required to meet the requirements of 23 CFR 772. VIII. GENERAL ENVIRONMENTAL EFFECTS This action is classified as a State Environmental Assessment/Finding of No Significant Impact. The proposed project is not expected to have an adverse effect on the quality of the human or natural environment with the use of current NCDOT standards and specifications. No adverse effect on public facilities or services is anticipated. The project is not expected to adversely affect social, economic, or religious opportunities in the area. There are no anticipated impacts from this project to publicly owned public facilities,wildlife or waterfowl refuges,or sites B-4484 State EA/FONSI 17 DocuSign Envelope ID.C08E4F67-4C57-4F30-96E3-B79657127B72 of national, state, or local importance. It is recommended to coordinate with Craven County Emergency Services to minimize emergency response impacts during construction. The project's impact on noise and air will not be substantial. Noise levels could increase during construction but will be temporary. Anticipated impacts to utilities include water and telephone cable lines. Coordination with utility companies for relocation plans will be complete before construction begins. IX. COORDINATION AND AGENCY COMMENTS A scoping letter was mailed to the following agencies on November 4, 2008 asking for input regarding anticipated permits or other known potential issues. Responses were received from agencies marked in bold with an asterisk (*). A field meeting with agency representatives was held in February 2017 to discuss alternatives. Letters and additional agency comments are included in the Appendix. Federal Highway Administration US Army Corps of Engineers(USACE) US Environmental Protection Agency US Fish and Wildlife Service(USFWS) *NC Department of Cultural Resources, State Historic Preservation Office NC Department of Environment and Natural Resources • Division of Marine Fisheries • Division of Water Resources(NCDWR) NC Wildlife Resources Commission(NCWRC) *Craven County • *Office of Planning and Community Development • *Board of Commissioners • *Craven County Schools—Transportation Department X. PUBLIC INVOLVEMENT A mailing list of approximately 126 citizens and property owners; federal, state, and local environmental regulatory/resource agencies; local elected officials and governmental agencies; and interested persons was developed and continuously updated throughout the project development process. To date,NCDOT has mailed one newsletter and received no comments. XI. BASIS FOR FINDING OF NO SIGNIFICANT IMPACT Based upon a study of the proposed project documented in this assessment and upon comments received from federal,state,and local agencies,and the public,it is the finding of the NCDOT that this project would not have a significant adverse impact upon the human or natural environment. The proposed project is consistent with local plans and would not disrupt communities. Per this evaluation,a Finding of No Significant Impact is applicable for this project. Therefore,no further environmental analysis will be required. B-4484 State EA/FONSI 18 DocuSign Envelo.e ID:C08E4F67-4C57-4F30-96E3-B79657127B72 41b?A ‘'ift0., .',.1.k.11-:4.1Y' ..1,1‘. 4,te31,C. 1, -t.../.•41*::::111 .t-:.:(° .1 . It ika.4 .1.r. 1%,' .. Y'{i•j•1, �,1.1• �, 7 ...; rl'.� j't. t.� 1 .l .'�1'r• •' •�[ is •r i • • • th . .. ..., ..,... „ ., „ . .,,,„, ,. ' '0( .•I's. °,..ii ':^r°' t* i • ,,,. .0 4.16,1.1 .tf '4.7"/ fir ' ( 4‘.... ;A . ,elson Rd 1. b * ri, " �t J(/.. ,l••�i`4,� ••? .� ff 3 ,A t;- i,„ +s✓j „ ;►. : • . ,0:., '= .. >,.«i N•j� Y , + •a' 1 r Proposed Bridge No2,Apst.. . 139 .,` 1,. r'sior. f ;t • Bridge No. 139 s• 4 Proposed'NCWRC 0, It•!.41* .#.4 JI 'tty,,� rat .11, Boat Ramp Driveway \. 'f'� .:. • i'';;z,t' d-'• ;{ NCWRC Boat Ramp ,� 4• . ;; ti i 4t> +' f , ;' � 9 ` • •. 44ft '"°44114111C; :1';,/g.elyri,t i.',.. el, • ..: 'i .,41 3'0%,4' V; .iiii'li• A6L\ NN• ' l'...C..'iiit I.i '. • 7► 11,N o Proposed Bridge No. 138 r ✓ 138ht 1•!.f•' 7 - ay �• r It i VV.— • r .:, , \ • 4 Gi . • \u„.......\ 0aQ\e . . , .4t• • � ,� ,. ? f� ,r � ' : ' Legend. ,, . ., , A 1.7.4,:lio 1 it, 111 ` }• ' NCDOT Bridge j4 ;�i A.. - Proposed Bridge 1 r ' f-, ' ► ., 6 iA • 4 Alignment r N ' , •,. .-\ 14. Ar. * t� > , •i .. Proposed Retaining .-e y► Wall A 0 500 1,000 Feet �v -,It" 1 - State Owned Land ��M" y..•:!tt21:4 7474 ` Replacement of Bridge No. 138 and 139 Figure: 2 =0�.y a `4-7; TIP No: B-4484 9 �awh ,� RSail on SR 1470(Maple Cypress Road) Aerial Map -,,.,,, ea Craven County ♦re. over the Neuse River Division:2 DonaSign Envelope ID:C08E4F674C57-4F30-96E3-1379657127B72 • I 'er*IiiiiV'' .... .. EXTEND EXISTING (2) I PRoPosED 84"CMP 16'+/- RETAINING WALL • ..... ': •... ...� .: +...4•........ '' I WAD 4 r PROPOSED RETAINING WA- -` '. PROPOSED 'i '' - V RETAINING WAIL [ .'•• . . 1 .04. �< P�_ I � 1' + — ✓'.+i�'t-.• ISM `. 5 i. f'3'a•tJ�4• r' t ✓ .� yl • • .s 7j„.i� ', I' ;.t - "'• '_'-_'_ '� �'.� M. EXISTING (2)84'CMP if ' '7j/'`rtr +a �7L n. I•.�e1Lli ' OP �. .' . I' 4 +4^k getr RIPARIAN --s ' T' STREAM IMPACTS '*��'4 ��.rs1 TOTAL PERMANENT IMPACTS 1.63 ac '•}. TOTAL PERMANENT IMPACTS = 209 LF "{ Xilhe y4� , 1 '+' ;� -t. RIPARIAN STREAM IMPACTS TOTAL TEMPORARY IMPACTS = 0.12 ac TOTAL TEMPORARY IMPACTS = NA Legend Build Alternative BE Riparian Wetland Impacts Total Riparian Wetland Impacts= 1.75 acres Affected Natural Environment /A Temporary Riparian Wetland Impacts .o+:!-=�61�i`�I" Total Stream Water Impacts=209 LF r1�,�22451 ��Y�`S RUH Permanent Stream Water ImpactsME Graven Count,aN.l4 ZEE Wetland Boundary150' 0' 150' 300' Maple Cypress Rd.Bridge PRELIMINARY FLANS III __ Replacements Project Figure 5 - RoadwayFootprint(Slope Stakes) DO NOT USE FOR CONSTRUCTION TIP No:8-4484 p p 75 SCALE Bridge No.138 and No.138 over the Neese River and September 2017 Neese River Overflow-SR 1470 NATURAL RESOURCES TECHNICAL REPORT Replace Bridge Nos. 138 and 139 on SR 1470 over the Neuse River Craven County,North Carolina TIP B-4484 Federal Aid Project No. BRNHS-0013(25) WBS Element No. 42302.1.1 1ORT n M P O� OF Tfi O THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Project Development and Environmental Analysis Unit Natural Environment Section April 2014 TABLE OF CONTENTS 1.0 INTRODUCTION 1 2.0 METHODOLOGY AND QUALIFICATIONS 1 3.0 PHYSICAL RESOURCES 1 3.1 Soils 1 3.2 Water Resources 2 4.0 BIOTIC RESOURCES 2 4.1 Terrestrial Communities 3 4.1.1 Maintained/Disturbed 3 4.1.2 Riverine Swamp Forest 3 4.1.3 Bottomland Hardwood Forest 3 4.1.4 Mixed Pine Hardwood Forest 3 4.1.5 Clear Cut/Cutover 3 4.1.6 Terrestrial Community Impacts 4 4.2 Terrestrial Wildlife 4 4.3 Aquatic Communities 4 4.4 Invasive Species 5 5.0 JURISDICTIONAL ISSUES 5 5.1 Clean Water Act Waters of the U.S. 5 5.2 Clean Water Act Permits 5 5.3 Construction Moratoria 6 5.4 N.C. River Basin Buffer Rules 6 5.5 Rivers and Harbors Act Section 10 Navigable Waters 5 5.6 Wetland and Stream Mitigation 6 5.6.1 Avoidance and Minimization of Impacts 6 5.6.2 Compensatory Mitigation of Impacts 6 5.7 Endangered Species Act Protected Species 7 5.8 Bald and Golden Eagle Protection Act 11 5.9 Endangered Species Act Candidate Species 11 5.10 Coastal Zone Issues 11 5.10.1 Coastal Area Management Act Areas of Environmental Concern 11 5.10.2 Essential Fish Habitat ...11 6.0 REFERENCES 13 Appendix A: Figures Figure 1. Vicinity Map Figure 2. USGS Quadrangle Figure 3. Natural Communities Map Figure 4. Jurisdictional Features Map Appendix B: Scientific Names of Species Identified in Report Appendix C: Wetland and Stream Forms Appendix D: Qualifications of Contributors LIST OF TABLES Table 1. Soils in the study area. 2 Table 2. Water resources in the study area. 2 Table 3. Physical characteristics of water resources in the study area. 2 Table 4. Coverage of terrestrial communities in the study area. 4 Table 5. Jurisdictional characteristics of water resources in the study area. 5 Table 6. Jurisdictional characteristics of wetlands in the study area. 5 Table 7. Federally protected species listed for Craven County. 7 Table 8. Commercial fish species reported to occur in the study area 11 Natural Resources Technical Report TIP B-4484, Craven County,N.C. 1.0 INTRODUCTION The North Carolina Department of Transportation (NCDOT) proposes to replace bridge numbers 138 and 139 on SR 1470 over the Neuse River(TIP B-4484) in Craven County (Figure 1). A Natural Resources Technical Report (NRTR) was prepared for the replacement of only Bridge No. 138 in August, 2009 to assist in the preparation of a Categorical Exclusion (CE). The study area for the project has since been expanded to include additional area south of SR 1470 that was not assessed in the 2009 NRTR, as well as the area around Bridge No. 139, the replacement of which has been added to the project scope. The following updated NRTR has been prepared to include an assessment of the revised study area, and therefore replaces the 2009 NRTR. 2.0 METHODOLOGY AND QUALIFICATIONS All work was conducted in accordance with the NCDOT Natural Environment Section standard operating procedures and July 2012 NRTR template. Field work was conducted on July 6, 2009, February 26, 2014, March 11, 2014 and March 26, 2014. The wetland boundaries will be verified by the US Army Corps of Engineers (USACE) and the NC Division of Water Resources (NCDWR). The principal investigator contributing to the updated NRTR was: Principal Investigator: Gordon Cashin Education: Bachelor of Science Biochemistry,North Carolina State University, 1988 Master of Environmental Management, Duke University, 1990 Experience: Project Development and Environmental Analysis Unit,NCDOT, September 1990—Present. Additional personnel who contributed to portions of the field work and/or documentation for this project were Chris Manley, John Merritt, Tyler Stanton, Chris Underwood, Amy James, Lance Fontaine, Heather Renninger, and Matt Haney. Appendix D lists the qualifications of these contributors. 3.0 PHYSICAL RESOURCES The study area lies in the southern outer coastal plain physiographic region of North Carolina(Figure 2). Topography in the project vicinity is generally flat. Elevations in the study area range from 4 to 8 feet above sea level. Land use in the project vicinity consists primarily of forestland and agriculture. 3.1 Soils The Craven County Soil Survey identifies 4 soil types within the study area(Table 1). 1 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. Table 1. Soils in the study area. Soil Series Mapping Unit Drainage Class Hydric Status Conetoe loamy sand CnB Well drained Non- hydric Masontown mucky fine sandy MM Poorly Drained/Very Poorly Hydric loam&Muckalee sandy loam Drained Tarboro sand TaB Somewhat Excessively Non- Drained hydric Seabrook loamy sand Se Moderately Well Drained Hydric* *-Soils which are primarily nonhydric,but which contain hydric inclusions. 3.2 Water Resources Water resources in the study area are part of the Neuse River basin (U.S. Geological Survey [USGS] Hydrologic Unit 03020204). One stream,the Neuse River, was identified in the study area (Table 2) and is shown in Figure 2. The physical characteristics of this stream are provided in Table 3. An unnamed tributary of the Neuse River was identified just outside of the study area at the northwest corner of the project. Table 2. Water resources in the study area. Stream Name Map ID DWQ Index Number Best Usage Classification Neuse River Neuse River 27-(85) C;Sw;NSW Table 3. Physical characteristics of water resources in the study area. Map ID Bank Bankful Water Channel Velocity Clarity Height(ft) Width (ft) Depth (in) Substrate Neuse 15 320 48-120 Sand Medium Turbid River The Neuse River has not been designated an Outstanding Resource Water (ORW), High Quality Water (HQW) or water supply watershed (WS-I or WS-II) within 1.0 mile downstream of the study area. The Neuse River is not on the North Carolina 2012 Final 303(d) list of impaired waters due to sedimentation or turbidity, nor does it drain into any Section 303(d) waters within 1.0 mile of the study area,that are listed for sedimentation or turbidity. This portion of the Neuse River is designated as an inland primary nursery by the NC Wildlife Resources Commission(NCWRC). There are no benthic samples taken within 1 mile of Bridge No. 138. 2 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. 4.0 BIOTIC RESOURCES 4.1 Terrestrial Communities Five terrestrial communities were identified in the study area: maintained/disturbed, riverine swamp forest, bottomland hardwood forest, mixed pine hardwoods and clearcut/cutover areas. Figure 3 shows the location and extent of these terrestrial communities in the study area. A brief description of each community type follows. Scientific names of all species identified are included in Appendix B. 4.1.1 Maintained/Disturbed Maintained/disturbed areas in the study area are in places where the vegetation is periodically mowed, such as roadside shoulders, agricultural fields and residences. The vegetation in this community is comprised of low growing grasses and herbs, including fescue, clover, wild onion, broomsedge,kudzu,and henbit. 4.1.2 Riverine Swamp Forest The riverine swamp forest community occurs in each quadrant of the study area near the river and its overflow areas. The vegetation in this community includes bald cypress, red maple, swamp cottonwood, black willow, overcup oak, green ash,American elm, lizard's tail, trumpet creeper, and various sedges. Much of the area depicted as riverine swamp forest in Figure 3 was inundated at the time of the February-March 2014 site visits. 4.1.3 Bottomland Hardwood Forest Bottomland hardwood forest communities exist in several locations in the study area. Species in this community include willow oak, laurel oak, blackgum, water hickory, box elder, sycamore, ironwood, sweetgum, Chinese privet, and deciduous holly in the overstory and understory. Greenbrier, wild grape, trumpet creeper, poison ivy, Japanese honeysuckle,and various sedges are also in the understory. 4.1.4 Mixed Pine Hardwood Forest The extreme northeast portion of the study area includes small areas of mixed pine and hardwood forest, on slopes rising from the Neuse River floodplain. These areas are dominated by loblolly pine. 4.1.5 Clearcut/Cutover The 2009 NRTR identified a recent clearcut northwest of the Neuse River bridge. This area has grown into a dense stand of saplings. Most of this area was inundated during the February-March 2014 field visits. South of the roadway, an area mapped by the 2009 NRTR as riverine swamp forest, bottomland hardwood and pine plantation has now also recently been cut. 3 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. 4.1.6 Terrestrial Community Impacts Terrestrial communities in the study area may be impacted by project construction as a result of grading and paving of portions of the study area. At this time, decisions regarding the final location and design of the proposed bridge replacements have not been made. Therefore, community data are presented in the context of total coverage of each type within the study area(Table 4). Once a final alignment and preliminary design have been determined,probable impacts to each community type will be calculated. Table 4. Coverage of terrestrial communities in the study area. Community Coverage (ac.) Maintained/Disturbed 7.36 Riverine Swamp Forest 14.63 Bottomland Hardwood Forest 3.98 Clear Cut 5.89 Mixed Pine Hardwood 1.64 Total 33.50 4.2 Terrestrial Wildlife Terrestrial communities in the study area are comprised of both natural and disturbed habitats that may support a diversity of wildlife species (those species actually observed are indicated with *). Mammal species that commonly exploit forested habitats and stream corridors found within the study area include species such as marsh rabbit*, raccoon, Virginia opossum*, gray squirrel, and white-tailed deer*. Birds that commonly use forest and forest edge habitats include the American goldfinch*, American robin*, Carolina wren*, Acadian flycatcher*, great crested flycatcher*, blue-gray gnatcatcher*, prairie warbler*, killdeer*, northern cardinal*, northern parula warbler*, northern flicker*, red-bellied woodpecker*, yellow throated vireo*, indigo bunting*, barred owl*, and red-shouldered hawk. Birds that may use the open habitat or water bodies within the study area include belted kingfisher, great blue heron, yellow crowned night heron*, bald eagle*, and turkey vulture*. Reptile and amphibian species that may use terrestrial communities located in the study area include the king snake*, eastern box turtle*, Cope's gray treefrog*,eastern fence lizard, and five-lined skink. 4.3 Aquatic Communities Aquatic communities in the study area consist of a perennial coastal plain river and its overflow tributaries. The Neuse River can support these fish species: hickory shad, alewife, gizzard shad, silvery minnow, golden shiner, comely shiner, satinfin shiner, dusky shiner, whitefin shiner, channel catfish, pirate perch, warmouth, redbreast sunfish, bluegill, pumpkinseed, largemouth bass, white crappie, black crappie, scalyhead darter, and southern flounder. The Neuse River can also support beaver, stinkpot, southern dusky salamander, crayfish, and various benthic macroinvertebrates. 4 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. 4.4 Invasive Species Three species from the NCDOT Invasive Exotic Plant List for North Carolina were found to occur in the study area. The species identified were Chinese privet (Threat level 1), kudzu (Threat level 1), and Japanese honeysuckle (Threat level 2). NCDOT will manage invasive plant species as appropriate. 5.0 JURISDICTIONAL ISSUES 5.1 Clean Water Act Waters of the U.S. One jurisdictional stream, the Neuse River, was identified in the study area (Table 5). The location of this stream is shown on Figure 2. The physical characteristics and water quality designations of the Neuse River are detailed in Section 3.2. This stream has been designated as a warm water stream for the purposes of stream mitigation. Table 5. Jurisdictional characteristics of water resources in the study area. Compensatory River Basin Map ID Length (ft.) Classification Mitigation Required Buffer Neuse River 200 Perennial Yes Subject Much of the project study area was inundated during the February-March 2014 site visits, which complicated the process of delineating the jurisdictional boundaries. These wetland boundaries will be reviewed when normal hydrologic conditions exist on the site. Eight jurisdictional wetland areas were identified within the study area (Figure 3). Wetland classification and quality rating data are presented in Table 6. All wetlands in the study area are within the Neuse River basin (USGS Hydrologic Unit 03020204). USACE wetland delineation forms and NCDWR wetland rating forms for each community are included in Appendix C. Descriptions of the natural communities at these wetland sites are presented in Section 4.1. The cutover areas are included with riverine swamp forest in Table 6. Table 6. Jurisdictional characteristics of wetlands in the study area. NC WAM Classification Hydrologic DWQ Wetland Rating Area (ac.) Classification Riverine Swamp Forest Riparian 62 20.52 Bottomland Hardwood Riparian i 33 3.98 5.2 Clean Water Act Permits The proposed project has been designated as a CE for the purposes of NEPA documentation. As a result, a Nationwide Permit (NWP) 23 will likely be applicable. Other permits that may apply include a NWP No. 33 for temporary construction activities such as stream dewatering, work bridges, or temporary causeways that are often used during bridge construction or rehabilitation. The USACE holds the final discretion as to 5 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. what permit will be required to authorize project construction. In addition to the 404 permit, other required authorizations include the corresponding Section 401 Water Quality Certification (WQC) from the NCDWR. A NCDWR Section 401 Water Quality General certification for a Categorical Exclusion may be required prior to the issuance of a Section 404 Permit. Other required 401 certifications may include a GC 3688 for temporary construction access and dewatering. 5.3 Construction Moratoria The Neuse River has been identified by the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish habitat and an inland primary nursery area. As a result, a construction moratorium will be in effect from February 15 to September 30. 5.4 N.C. River Basin Buffer Rules Streamside riparian zones within the study area are protected under provisions of the Neuse River Buffer Rules administered by NCDWR. Table 5 indicates which streams are subject to buffer rule protection. The unnamed tributary at the northwest corner of the project lies outside of the study area, but its buffers may lie inside it. Due to floodplain inundation, it was not possible to locate the top of bank during the February- March 2014 site visits. Potential impacts to protected stream buffers will be determined once a final alignment and design have been determined. 5.5 Rivers and Harbors Act Section 10 Navigable Waters The Neuse River has been designated by the USACE as a Navigable Water under Section 10 of the Rivers and Harbors Act. 5.6 Wetland and Stream Mitigation 5.6.1 Avoidance and Minimization of Impacts The NCDOT will attempt to avoid and minimize impacts to streams and wetlands to the greatest extent practicable in choosing a preferred alternative and during project design. Due to buffer rules, Design Standards for Sensitive Watersheds will be followed. At this time, no final decisions have been made with regard to the location or design of the preferred alternative. 5.6.2 Compensatory Mitigation of Impacts The NCDOT will investigate potential on-site stream and wetland mitigation opportunities once a final decision has been rendered on the location of the preferred alternative. If on-site mitigation is not feasible, mitigation will be provided by North Carolina Department of Environment and Natural Resources Ecosystem Enhancement Program (EEP). In accordance with the "Memorandum of Agreement Among the North 6 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. Carolina Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington District" (MOA), July 22, 2003, the EEP, will be requested to provide off- site mitigation to satisfy the federal Clean Water Act compensatory mitigation requirements for this project. 5.7 Endangered Species Act Protected Species As of January 24, 2014, the USFWS lists seven federally protected species for Craven County (Table 7). A brief description of each species' habitat requirements follows, along with the Biological Conclusion rendered based on survey results in the study area. Habitat requirements for each species are based on the current best available information as per referenced literature and USFWS correspondence. One species has been added to the list for this county since the 2009 NRTR, the Atlantic sturgeon. In addition, one species, the Rufa red knot was proposed for Threatened status September 27,2013. Table 7. Federally protected species listed for Craven County. Federal Habitat Biological Scientific Name Common Name Status Present Conclusion Alligator mississippiensis American alligator T(S/A) Yes Not Required Acipenser oxyrinchus Atlantic sturgeon E Yes MANLTAA oxyrinchus Calidris canutus rufa Rufa red knot P No No Effect Picoides borealis Red-cockaded woodpecker E No No Effect Dermochelys coriacea Leatherback sea turtle E No No Effect Trichecus manatus West Indian manatee E Yes MANLTAA Lysimachia asperulaefolia Rough-leaved loosestrife E No No Effect Aeschynomene virginica Sensitive joint-vetch T No No Effect E-Endangered P-Proposed T-Threatened T(S/A)-threatened due to similarity of appearance MANLTAA—May Affect Not Likely To Adversely Affect American alligator USFWS optimal survey window: year round(only warm days in winter) Habitat Description: In North Carolina, alligators have been recorded in nearly every coastal county, and many inland counties to the fall line. The alligator is found rivers, streams, canals, lakes, swamps, and coastal marshes. Adult animals are highly tolerant of salt water, but the young are apparently more sensitive, with salinities greater than 5 parts per thousand considered harmful. Biological Conclusion: Not Applicable The American alligator remains on the protected species list due to its similarity in appearance to the Endangered American crocodile and no biological conclusion is required. 7 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. Atlantic sturgeon Habitat Description: Atlantic sturgeon spawn in freshwater in the spring and migrate to estuarine waters where they spend most of their lives. Spawning occurs in moderately flowing waters in the deep parts of large rivers between the salt front and fall line of large rivers. Eggs are deposited on the bottom, usually attaching to hard substrates. They occur in most major river systems along the eastern seaboard of the United States. The species prefers the near shore marine, estuarine and riverine habitat of large river systems. Subadults and adults live in coastal waters and estuaries when not spawning, generally in nearshore areas dominated by gravel and sand substrates. Long distance migrations away from spawning rivers are common. Large freshwater rivers that are unobstructed by dams or pollutants are imperative to successful reproduction Biological Conclusion: May Affect,Not Likely to Adversely Affect Correspondence with Fritz Rohde (NMFS) indicated that habitat for the Atlantic sturgeon is present in the study area. A review of NCNHP records, updated April 2013, indicates there are no known Atlantic sturgeon occurrences within 1.0 mile of the study area. Rufa red knot Habitat Description: The rufa red knot is a medium sized shorebird about 9 to 11 inches in length. Red knots are a specialized molluscivore,eating hard-shelled mollusks, sometimes supplemented with easily accessed softer invertebrate prey. The red knot migrates annually between its breeding ground in the Canadian arctic and several wintering regions, including the Southeast United States from Florida to North Carolina. During both the northbound (spring) and southbound(fall) migrations, red knots use key staging and stopover areas to rest and feed. This species typically makes long flights between stops.The birds migrate in large flocks northward through the contiguous United States mainly March-early June, southward July-August. Arrival in breeding areas occurs in late May or early June; most have departed breeding areas by mid-August. Red knots are restricted to the ocean coasts during winter, and occur primarily along the coast during migration. Habitats used by red knots in migration and wintering areas are similar in character, generally coastal marine and estuarine habitats with large areas of exposed intertidal sediments. In North America, red knots are commonly found along sandy, gravel or cobble beaches, tidal mudflats, salt marshes, shallow coastal impoudments, lagoons and peat banks. Biological Conclusion: No Effect This species is currently proposed for listing. However. suitable habitat for the red knot does not exist in the study area. The study area consists of forested, riparian areas in a freshwater system. It lacks coastal foraging and roosting areas preferred by the red knot. A review of NCNHP records, updated January 2014, indicates no known red knot occurrences within 1.0 mile of the study area. Red-cockaded woodpecker USFWS survey window: year round;November-early March (optimal) 8 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. Habitat Description: The red-cockaded woodpecker (RCW) typically occupies open, mature stands of southern pines, particularly longleaf pine, for foraging and nesting/roosting habitat. The RCW excavates cavities for nesting and roosting in living pine trees, aged 60 years or older, and which are contiguous with pine stands at least 30 years of age to provide foraging habitat. The foraging range of the RCW is normally no more than 0.5 miles. Biological Conclusion: No Effect Suitable habitat for the red cockaded woodpecker does not exist in the study area. Forests in the study area are comprised of a closed hardwood canopy and sub- canopy. Where pine trees occur in maintained or disturbed areas, they are not of sufficient age or density to provide suitable nesting or foraging habitat. A review of NCNHP records, updated May 1, 2009, indicates no known RCW occurrences within 1.0 mile of the study area. Leatherback sea turtle USFWS optimal survey window: April—August Habitat Description: Leatherbacks are distributed world-wide in tropical waters of the Atlantic, Pacific, and Indian oceans. They are generally open-ocean species, and may be common off the North Carolina coast during certain times of the year. However, in northern waters leatherbacks are reported to enter into bays, estuaries, and other inland bodies of water. Major nesting areas occur mainly in tropical regions. In the United States, primary nesting areas are in Florida, however nests are known from Georgia, South Carolina, and North Carolina as well. Nesting occurs from April to August. Leatherbacks need sandy beaches backed with vegetation in the proximity of deep water and generally with rough seas. Beaches with a relatively steep slope are usually preferred. Biological Conclusion: No Effect This project will not affect the beaches or coastal waters of North Carolina, therefore no habitat for leatherback sea turtles exists within the study area. A review of NCNHP records, updated May 1, 2009, indicates no known leatherback sea turtle occurrences within 1.0 mile of the study area. West Indian manatee USFWS optimal survey window: year round Habitat Description: Manatees have been observed in all the North Carolina coastal counties.Manatees are found in canals, sluggish rivers,estuarine habitats, salt water bays, and as far off-shore as 3.7 miles. They utilize freshwater and marine habitats at shallow depths of 5 to 20 feet. In the winter, between October and April, manatees concentrate in areas with warm water. During other times of the year habitats appropriate for the manatee are those with sufficient water depth, an adequate food supply, and in proximity to freshwater. Manatees require a source of freshwater to drink. Manatees are primarily herbivorous, feeding on any aquatic vegetation present,but they may occasionally feed on fish. Biological Conclusion: May Affect,Not Likely to Adversely Affect 9 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. Suitable habitat for the West Indian manatee does exist in the study area. A review of NCNHP records, updated May 1, 2009, revealed a 1990 manatee occurrence approximately 1100 feet downstream of the study area. NCDOT will utilize the "Guidelines for Avoiding Impacts to the West Indian Manatee: Precautionary Measures for Construction Activities in North Carolina's Waters" during construction of the bridge. Rough-leave loosestrife USFWS optimal survey window: mid May-June Habitat Description: Rough-leaved loosestrife,endemic to the Coastal Plain and Sandhills of North and South Carolina, generally occurs in the ecotones or edges between longleaf pine uplands and pond pine pocosins in dense shrub and vine growth on moist to seasonally saturated sands and on shallow organic soils overlaying sand (spodosolic soils). Occurrences are found in such disturbed habitats as roadside depressions, maintained power and utility line rights-of-way, firebreaks, and trails. The species prefers full sunlight, is shade intolerant, and requires areas of disturbance (e.g., clearing, mowing, and periodic burning)where the overstory is minimal. It can, however, persist vegetatively for many years in overgrown, fire-suppressed areas. Blaney, Gilead, Johnston, Kalmia, Leon, Mandarin, Murville, Torhunta, and Vaucluse are some of the soil series that occurrences have been found on. Biological Conclusion: No Effect Suitable habitat for rough-leaved loosestrife does not exist in the study area. The canopy in the wetland areas that are not regularly flooded is too dense to allow rough-leaved loosestrife to grow. A review of NCNHP records, updated May 1, 2009, indicates no known rough-leaved loosestrife occurrence within 1.0 mile of the study area. Sensitive joint-vetch USFWS optimal survey window: mid July-October Habitat Description: Sensitive joint-vetch grows in the mildly brackish intertidal zone where plants are flooded twice daily. This annual legume prefers the marsh edge at an elevation near the upper limit of tidal fluctuation, but can also be found in swamps and on river banks. Sensitive joint-vetch normally occurs in areas with high plant diversity where annual species predominate, and can grow in sand, mud, gravel, or peat substrates. Bare to sparsely vegetated substrates appear to be a microhabitat feature of critical importance to this plant. Such microhabitats may include accreting point bars that have not yet been colonized by perennial species, areas scoured out by ice, low swales within marshes, muskrat "eat outs" where this rodent removes all of the vegetation within a small portion of the marsh, storm damaged areas, and the saturated organic sediments of some interior marshes that have local nutrient deficiencies. In North Carolina, stable populations have been found in the estuarine meander zone of tidal rivers where sediments transported from upriver settle out and extensive marshes are formed. Additional North Carolina occurrences are also found in moist to wet roadside ditches and moist fields,but these are not considered stable populations. 10 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. Biological Conclusion: No Effect Suitable habitat for sensitive joint-vetch does not exist in the study area. The wetland areas and roadside ditches are not brackish or tidally influenced and therefore do not provide the necessary conditions for this vetch. A review of NCNHP records, updated May 1, 2009, indicates no known sensitive joint-vetch occurrence within 1.0 mile of the study area. 5.8 Bald Eagle and Golden Eagle Protection Act Habitat for the bald eagle primarily consists of mature forest in proximity to large bodies of open water for foraging. Large dominant trees are utilized for nesting sites, typically within 1.0 mile of open water. Suitable habitat for the bald eagle does exist in the study area. While a bald eagle was seen on the July 6, 2009 site visit, no nest trees were visible within 660 feet of the study area. A review of NCNHP records, updated May 1, 2009, indicates no known bald eagle occurrence within 1.0 mile of the study area. 5.9 Endangered Species Act Candidate Species As of January 24,2014,the USFWS lists no Candidate species for Craven County. 5.10 Coastal Zone Issues 5.10.1 Coastal Area Management Act Areas of Environmental Concern CAMA Areas of Environmental Concern(AEC) were identified in the project study area. The Neuse River is likely to be designated a Public Trust Water. It is likely that a CAMA major permit from the NCDCM will be required for all impacts to designated AECs within the project study area. 5.10.2 Essential Fish Habitat The National Marine Fisheries Service (NMFS) has identified the Neuse River as an Essential Fish Habitat. Table 8 lists the fish species that may occur in the study area that are managed by NMFS, including the life stages which are reported to occur. Table 8. Commercial fish species reported to occur in the study area. Species Life Stage Red Drum Egg, Larva,Juvenile,Adult Bluefish Egg, Larva,Juvenile,Adult Summer Flounder Larva, Juvenile, Adult Gag Grouper Juvenile Gray Snapper Juvenile Cobia Egg, Larva,Juvenile,Adult King Mackerel Juvenile,Adult Spanish Mackerel Juvenile,Adult Black Sea Bass Larva,Juvenile,Adult 11 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. Spiny Dogfish Egg, Larva,Juvenile,Adult Brown Shrimp Egg, Larva,Juvenile,Adult Pink Shrimp Egg, Larva, Juvenile,Adult White Shrimp Egg, Larva,Juvenile,Adult The proposed project will require that the existing structure over the Neuse River be removed and a new structure built in its place or in proximity. The new bridge structure will require footings to be placed within the Neuse River. However, the existing bridge footings will be removed. Therefore, the proposed project will likely result in a negligible net effect on available Essential Fish Habitat. 12 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. 6.0 REFERENCES Amoroso, J.L. 2002. Natural Heritage Program List of the Rare Plant Species of North Carolina.North Carolina Natural Heritage Program. Raleigh. Burt, W.H. and R.P. Grossenheider. 1976. A Field Guide to the Mammals: North America North of Mexico. 3rd ed. Boston: Houghton Mifflin. 255 pp. Conant, R. and J.T. Collins. 1991. A Field Guide to Reptiles and Amphibians (Eastern and Central North America). 3rd ed. Boston: Houghton Mifflin. 450 pp. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service. U.S. Government Printing Office, Washington D.C. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1, U. S. Army Engineer Waterways Experiment Station. Vicksburg, Mississippi. Environmental Laboratory. 1992. Clarification and Interpretation of the 1987 Manual, memorandum from Major General Arthur E. Williams. Environmental Laboratory. 2008. Interim Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region. ERDC/EL TR-08-30. U.S.Army Engineer Research and Development Center, Vicksburg, Mississippi. Harrar, E.S. and J.G. Harrar. 1962. Guide to Southern Trees. New York: Dover Publications. 2nd ed. 709 pp. LeGrand Jr., H.E. and S.P. Hall. 2001. Natural Heritage Program List of the Rare Animal Species of North Carolina. North Carolina Natural Heritage Program. Raleigh. Martof, B.S., W.M. Palmer, J.R. Bailey, and J.R. Harrison III. 1980. Amphibians and Reptiles of the Carolinas and Virginia. Chapel Hill: The University of North Carolina Press. 264 pp. National Geographic. 1999. Field Guide to the Birds of North America. 3rd ed. Washington,D.C.National Geographic Society. N.C. Department of Environment, Health, and Natural Resources, Division of Environmental Management. 1996. A Field Guide to North Carolina Wetlands Report No. 96-01. EPA 904/B-94/001. 13 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. N.C. Department of Environment and Natural Resources, Division of Water Quality. 1995. Guidance for Rating the Values of Wetlands in North Carolina. Fourth version. N.C. Department of Environment and Natural Resource, Division of Water Quality. 1999a. Internal Guidance Manual - N.C. Division of Water Quality Stream Classification Method. N.C. Department of Environment and Natural Resources, Division of Water Quality. 2002. Basinwide Water Quality Plan, Neuse River Basin. Raleigh, North Carolina. http://dem.ehnr.state.nc.us/basinwide/Neuse/2002/Section%20B%20Chapter%20 7.pdf N.C. Department of Environment and Natural Resources, Division of Water Quality. 2003b. Point Source Discharges to the Surface Waters. 15A NCAC 02H. 0100. N.C. Department of Environment and Natural Resources, Division of Water Quality. Water Quality Assessment and Impaired Waters List (2006 Integrated 305(b) and 303(d) Report). http://h2o.enr.state.nc.us/tmdl/documents/2004IRCategories4- 7.PDF N.C. Department of Environment and Natural Resources, Division of Water Quality. 2004. Basinwide Information Management System: Water Body Reports. http://h2o.enr.state.nc.us/bims/Reports/reportsWB.html • N.C. Department of Transportation. 2012. Invasive Exotic Plant List for North Carolina. N.C. Department of Transportation. 1997. Best Management Practices for Protection of Surface Waters. N.C.Natural Heritage Program. 2009. Element Occurrence Search Report: Pitt County, North Carolina. http://www.ncsparks.net/nhp/search.html. Updated May 2009. N.C. Wetland Functional Assessment Team. 2008.N.C. Wetland Assessment Method User Manual,Version 1.NCDOT. 123pp. Peterson, R.T., editor. 1980. A Field Guide to the Birds of Eastern and Central North America. 4th ed. Boston: Houghton Mifflin. 384 pp. Radford, A.E., H.E. Ahles, and C.R. Bell. 1968. Manual of the Vascular Flora of the Carolinas. Chapel Hill: University of North Carolina Press. 1183 pp. Rhode, F.C., R.G. Arndt, D.G. Lindquist, and J.F. Parnell. 1994. Freshwater Fishes of the Carolinas, Virginia, Maryland, and Delaware. Chapel Hill: University of North Carolina Press. 222 pp. 14 April 2014 Natural Resources Technical Report TIP B-4484, Craven County,N.C. Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina: Third Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation,NCDEHNR. Raleigh,North Carolina. 325 pp. United States Department of Agriculture,Natural Resources Conservation Service. 2009. Web Soil Survey. United States Fish and Wildlife Service, Region 4: Southeast Region, North Carolina Ecological Services. 2009. Threatened and Endangered Species in North Carolina: Craven County. Updated 17 February 2009. http://nc-es.fws.gov/es/countyfr.html Webster, W.D., J.F. Parnell, and W.C. Biggs. 1985. Mammals of the Carolinas, Virginia, and Maryland. Chapel Hill,University of North Carolina Press. 255 pp. 15 April 2014 Appendix A Figures ., 1464 • t-t�;l„. , 3 f t 1 456 xx� , .. • ♦ Piney N.7 H0lliiu1Y ` }' t •` 1 � 11 1 1465 ' 1458 "\; 1459 + '46014E2 0 - . •`� • Ep.vo"-" ` 1457 ,4.50 P 1 VL .ic,k '"- / .. , 7 9 -Ar . 1459 . 1400 1 456 ." 1466 .- _-�- .. »o • • r 1454" `- 3.° 4413 t469 C - N 1 11'450 . 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I Fee 14 s ' n..-. -4-4: . -.. ••: • - .,-.14-0,, Ifia'aiee4W•r( InOliiiiit414-V'•10.0.,kt.,•C•griklor,. 0*somli c.40 Terrestrial Communities Cutover Neuse River TIP B-4484 ,,,,, ,,,.. .. eli, FIGURE 3 Prepared by the NCDOT 4/ Bottomland Hardwoods Maintained/Disturbed Riverine Swamp Forest Craven County 6 Project Development& ill, k- Environmental Analysis Unit Cropland Mixed Pine Hardwoods Replace Bridge Nos. 138 and 139 ^›, •fi4 s.4,, iRoke Natural Environment Section over the Neuse River on SR 1470 4 .4• '' �.,I.. ,M14 ti` v, •4 `,4.•4*1,i t .. °..« #,±.' it ��' v.• a e, r v. ~�4 `•G ' •y... r II •/ • Ar" ' -. .� 1 a is t ,:e r ' ' ai* r ' 1'1 ,1.. r Si 6. • '• ,. s .. E {. • • • �}. d • .S �. I. AA,�e �"£l�r 1(j; ^`r1►. tL••�k' •'P r .1..N:.�. ; •r •ii,- ?o_k_ :.' ,r • • r ! :e . •` ,, . r+•1'/'Se'I.. 1 ,� T..�: .t _ .. �� }}� , .y-"�Ta:" WI N'. ' ti •• + 4 • 4 14 ,11 `'1 t a''.t tom/ • !•' •• 14.0.. *•ky' • • .4' •"0*'f,, nI v." t° L, ..�+; • . ''_� 1 r••,e \ .K•4;. ,• ••1! Iw. L - . l • ••t.j• .••�I. ''• G• •.: • L ', � . ,� • ti 'd�•',l • �'~! ,4. ... • 'r• w .• ' � -.F, eS• • „� ..j'•. 'a ?ter �••' ... j• �.'1 av_ •"Y a 10. r , c N Y ' 44.r 1A1I Y t .s o 6•: ivol, til-1 .tf "�•; ii ' �Tr=f ��, * � f i•C ...- v• ' •' •'"'A''. ,r' :- -�7*�f f•1 • rti•'.I. > •i •tea ' r t 19 7 4 r. r( P , ...t.411)0 t , . x•if .. •• # f; , i, • ,0 150` 300 600 1 ► �• j` '' `' i• ' -t ,. W Fee' •', t ,• ' , • ry - 'i Jurisdictional Resources TIP B-4484 ,,,,orir"`""g4 FIGURE 4 Neuse River Study Area Craven County c : Prepared Project opment& Replace Bridge Nos.138 and 139 9 ^P Environmental Analysis Unit V Wetland over the Neuse River on SR 1470 ♦RFN,0,TRp , Natural Environment Section Appendix B Scientific Names of Species Identified in Report Plants Common Name Scientific Name American elm Ulmus americana Bald cypress Taxodium distichum Black willow Salix nigra Blackgum Nyssa sylvatica Box elder Acer negundo Broomsedge Andropogon virginicus Chinese privet Ligustrum sinense Clover Trifolium sp. Deciduous holly Rex decidua Fescue Festuca sp. Green ash Fraxinus pennsylvanica Greenbrier Smilax rotundifolia&bona-nox Henbit Lamium sp. Ironwood Carpinus caroliniana Japanese honeysuckle Lonicera japonica Kudzu Pueraria lobata Laurel oak Quercus laurifolia Lizard's tail Saururus cernuus Loblolly pine Pinus taeda Overcup oak Quercus lyrata Poison ivy Toxicodendron radicans Red maple Acer rubrum Sedge Carex spp. Swamp cottonwood Populus heterophylla Sweetgum Liquidambar styraciflua Sycamore Platanus occidentalis Trumpet creeper Campsis radicans Water hickory Carya aquatica Wild onion Allium sp. Willow oak Quercus phellos Wild grape Vitis rotundifolia Animals Common Name Scientific Name Acadian flycatcher Empidonax virescens Alewife Alosa pseudoharengus American goldfinch Carduelis tristis American robin Turdus migratorius Bald eagle Haliaeetus leucocephalus Barred owl Strix varia Beaver Castor canadensis Belted kingfisher Ceryle alcyon Black crappie Pomoxis nigromaculatus Blue-gray gnatcatcher Polioptila caerulea Bluegill Lepomis macrochirus Carolina wren Thryothorus ludovicianus Channel catfish Ictalurus punctatus Comely shiner Notropis amoenus Cope's grey treefrog Hyla chrysoscelis Crayfish Orconectes sp. Dusky shiner Notropis cummingsae Eastern box turtle Terrapene Carolina Eastern fence lizard Sceloporus undulatus Five-lined skink Eumeces anthracinus Golden shiner Notemigonus chrysoleucas Gizzard shad Dorosoma cepedianum Gray squirrel Sciurus carolinensis Great crested flycatcher Myiarchus crinitus Great blue heron Ardea herodius Hickory shad Alosa mediocris Indigo bunting Passerina cyanea Killdeer Charardrius vociferus King snake Lampropeltis getula Largemouth bass Micropterus salmoides Marsh rabbit Sylvilagus palustris Northern cardinal Cardinalis cardinalis Northern flicker Colaptes auratus Northern parula warbler Parula Americana Prairie warbler Dendroica discolor Pirate perch Aphrododerus sayanus Pumpkinseed Lepomis gibbosus Raccoon Procyon lotor Red-bellied woodpecker Melanerpes carolinus Red-shouldered hawk Buteo lineatus Redbreast sunfish Lepomis auritus Satinfin shiner Notropis analostanus Scalyhead darter Etheostoma barratti Silvery minnow Hybognathus regius Southern flounder Paralichthys lethostigma Southern dusky salamander Desmognathus auriculatus Stinkpot Sternotherus odoratus Turkey vulture Cathartes aura Virginia opossum Didelphis virginiana Warmouth Lepomis gibbosus White-tailed deer Odocoileus virginianus White crappie Pomoxis annularis Whitefin shiner Notropis niveus Yellow crowned night heron Nyctanassa violacea Yellow throated vireo Dendroica dominica Appendix C Wetland and Stream Forms WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region f• Project/Site: 1�i-- q Vi u N City/County: \ isc CA NJ-4 f Sampling Date. _____ ___ } i v C)C V I State:A/y_ Sampling •Point. W �T l Applicant/Owner- ` Investigator(s). tt AP �rii OCTI( 1 M-I�14a.AtO Section,Township,Range: \� Landfonn(hdlslope,terrace,etc.): CI 0(7CLI p 1 J„l� ' Local relief(concave,convex,none): l'n rCs2x -e Slope(%): Subregion(LRR or MLRA). Lat: Long. Datum: 1 �n -FDIC ) Soil Map Unit Name:tM1 h1 NWI classification Are climatic/hydrologic conditions on the site typical for this time of year? Yes No (If no,explain in Remarks.) Are Vegetation ,Soil ,or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes ` _ No__ I + Are Vegetation ,Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map showing sampling point locations,transects,important features, etc. _ I Hydrophytic Vegetation Present? Yes No Is the Sampled Area I Hydric Soil Present? Yes No within a Wetland? Yes } �/ No Wetland Hydrology Present? Yes No Remarks I Q-1e4 M G -�- `" C {8rPSS R.) CL!lOr 01.; -`( o AcA i lIV -i HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) I Primary Indicators(minimum of one is reouired:check all that ataely) _ Surface Soil Cracks(86) _ Surface Water(Al) '/Water-Stained Leaves(89) _ Sparsely Vegetated Concave Surface(B8) I _ High Water Table(A2) — Aquatic Fauna(B13) — Drainage Patterns(810) -- - -- _ Saturation-(A3)_ .. Marl Deposits(B15)(LRR II) Moss Tnm Lines(B16) t i v• Water Marks(81) _ Hydrogen Sulfide Odor(C1) _ Dry-Season Water Table(C2) \ 'JC Sediment Deposits(82) T Oxidized Rhizospheres on Living Roots(C3) _ Crayfish Burrows(C8) 7< Drift Deposits(83) Presence of Reduced Iron(C4) _ Saturation Visible on Aerial Imagery(C9) = Algal Mat or Crust(84) Recent Iron Reduction in Tilled Soils(C8) — Geomorphic Position(D2) Iron Deposits(B5) Thin Muck Surface(C7) Shallow Aquilard(D3) Inundation Visible on Aerial Imagery(B7) Other(Explain In Remarks) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No Depth(inches): Water Table Present? Yes No -Z. Deptn(inches): ,J Saturation Present'? Yes No *St" Depth(inches): Wetland Hydrology Present? Yes 7s No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available. Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Interim Version VEGETATION-Use scientific names of plants. Sampling Point: ((��. Absolute Dominant Indicator Dominance Test worksheet: ' Tree Stratum (Plot size: '�/ S i ) °/a Cover $p gies7 r^Stlatus Number of Dominant Species 1. C er 6iil&G C7 ^! t^4Cr/•} That Are OBL FACW,or FAC. 7 _ (A) 2. •u,4rotws.,rct 'de c.t:L 5 - Act)- 3. t fBffa`4 AS Mt14 a♦VGlli C& (� 7 Lw Total Number of Dominant y '`2 r Spec'es Across All Strata (B) 4.1 tAttCI.t.S, m�Los 1 ( 1 PAL 4./- 5.•X'OCl;C.tvi ' /s7/G{t14m S dJL Percent of Dominant Species That Are OBL,FACW,or FAC: 1-OD (A/B) 6.� ar'.a Q9 rc�. t5 C��;L 7. r� Prevalence Index worksheet: �l/ =Total Cover Total%Cover of: Multiply by Sa t�i Straturit{.(Plot,size: ) OBL species x 1= 1. Al)1 k ikS ►FP416/Olctil y ':-') \/ QgL FACW species x 2_ 2• _ FAC species x 3= 3. FACU species x 4= 4, UPL species x 5= 5. Column Totals: (A) (B) 6. Prevalence Index =9/A= 7. d =Total Cover Hydrophytic Vegetation Indicators: 5hro Stratum (Plot size: ) _ Dominance Test is>50% 1. ipt.,l t~S K.P,4go ph,y f l iti `7C) y Op L _ Prevalence Index is s3 0' 2. T le X l PL1 l{fti rAti4- _ Problematic Hydrophytic Vegetation'(Explain) 3. 4. 'indicators of hydric soil and wetland hydrology must be present,unless disturbed or problematic. 5. 6. Definitions of Vegetation Strata: 7. Tree-Woody plants,excluding woody vines, 7 6 =Total Cover approximately 20 ft(6 rn)or more in height and 3 in. Herb Stratum (Plot size: ) (7.6 cm)or larger in diameter at breast height(DBH). 1. Cry-PN, 51, ?.5 7 ogL Sapling-Woody plants,excluding woody vines, 2. �/ktr1�'dk S` C.t?r1►1 t1 Ltd -2 d �- approximately 20 ft(6 m)or more in height and less 3. than 3 in,(7.6 cm)DBH. 4. Shrub-Woody plants,excluding woody vines, 5. approximately 3 to 20 ft(1 to 6 m)in height. 6. Herb-All herbaceous(non-woody)plants,including 7 herbaceous vines,regardless of size. Includes woody 6 plants,except woody vines,less than approximately 3 ft(1 m)In height. 9. 10, Woody vine-All woody vines,regardless of height. 11. 12. OS =Total Cover Woo +Vine Stratum (Plot size: ) 1 Grttpsrs ✓iGdi(Gtt . ' S `l it'll e f}G 2. V141 5 eeOur•,4r,1.11, i o `I PC 3. 4. 5. Hydrophytic Vegetation I =Total Cover I Present? Yes Y No Remarks: (If observed,list morphological adaptations below). I I US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Interim Version • Sampling Point. — ,y� I SOIL 1 r Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.) Depth Matrix Redox Features Remarks 111 % Color(moist) % Type Loc texture nch s Cotor moist �,no(h ri`� yf2 n� -1d'i" P / )I'0 = � 1 • 1Z (V` SI� 140 U)'tcuI(/G ld) i (�n (Irn \, 1 'Type: C=Concentration,D=Depletion,RM=Reduced Matrix,CS=Covered or Coated Sand Grains. `Location: PL=Pore Lining,M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Solis': _ Histosol(Al) _ Polyvalue Below Surface(S8)(LRR S,T,U) 1 cm Muck(A9)(LRR 0) _ Histic Epipedon(A2) _ Thin Dark Surface(S9)(LRR S,T,U) 2 cm Muck(A10)(LRR S) Black Histic(A3) _ Loamy Mucky Mineral(F1)(LRR 0) _ Reduced Vertic(F18)(outside MLRA 150A,B) _ Hydrogen Sulfide(A4) _ Loamy Gleyed Matrix(F2) _ Piedmont Floodplaln Soils(F19)(LRR P,S,T) Stratified Layers(A5) X Depleted Matrix(F3) _Anomalous Bright Loamy Soils(F20) _ Organic Bodies(A6)(LRR P,T,U) _ Redox Dark Surface(F6) (MLRA 153B) 5 cm Mucky Mineral(A7)(LRR P,T,U) Depleted Dark Surface(F7) Red Parent Material(TF2) _ Muck Presence(A8)(LRR U) Redox Depressions(F8) _ Very Shalbw Dark Surface(TF12)(LRR T,U) _ 1 cm Muck(A9)(LRR P,T) _ Mart(F10)(LRR U) Other(Explain in Remarks) _ Depleted Below Dark Surface(A11) _ Depleted Ochric(F11)(MLRA 151) _ Thick Dark Surface(Al2) Iron-Manganese Masses(F12)(LRR 0,P,T) 'Indicators of hydrophytic vegetation and _ Coast Prairie Redox(A16)(MLRA 150A) _ Umbric Surface(F13)(LRR P,T,U) wetland hydrology must be present, _ Sandy Mucky Mineral(S1)(LRR 0,S) _ Delta Ochric(F17)(MLRA 151) unless disturbed or problematic. Sandy Gleyed Matrix(S4) _ Reduced Vertic(F18)(MLRA 150A,150B) Sandy Redox(S5) _ Piedmont Floodplain Soils(F19)(MLRA 149A) , _ Stripped Matrix(S6) _ Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C,153D) _ - .._- — , Dark Surface(S7)(LRR P,S,T,U) . - -- - Restrictive Layer(if observed): Type: r Depth(inches): Hydric Soil Present? Yes No Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—interim Version i J / a y I /i SOIL Sampling Point: / Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.) ,// Depth Matrix Redox Features (inches) Color(moist % Col r moi t % Type` Ur' Texture Remarks 0 —3 1L21R 5 - I o` Rjj /4L6 CIA o "^ 3 12� -% l 0 (1R (v l++� f2(o - 5 J e 6 I 'Type: C=Concentration,D=Depletion,RM=Reduced Matrix,CS=Covered or Coated Sand Grains. 'Location: PL=Pore Lining,M=Matrix Hydrlc Soil Indicators: indicators for Problematic Hydric Soils': _ Histosol(Al) _ Polyvalue Below Surface(58)(LRR S,T.U) 1 cm Muck(A9)(LRR 0) Histic Epipedon(A2) _ Thin Dark Surface(S9)(LRR S,T,U) _ 2 cm Muck(A10)(LRR S) _ Black Histic(A3) _ Loamy Mucky Mineral(F1)(LRR 0) _ Reduced Vertic(F18)(outside MLRA 150A,B) _ Hydrogen Sulfide(A4) _ Loamy Gleyed Matrix(F2) Piedmont Floodplain Soils(F19)(LRR P,S,T) _ Stratified Layers(A5) , Depleted Matrix(F3) _ Anomalous Bright Loamy Soils(F20) Organic Bodies(A6)(LRR P,T,U) _ Redox Dark Surface(F6) (MLRA 1538) 5 cm Mucky Mineral(A7)(LRR P,T,U) _ Depleted Dark Surface(F7) • _ Red Parent Material(TF2) Muck Presence(A8)(LRR U) _ Redox Depressions(F8) _ Very Shallow Dark Surface(TF12)(LRR T,U) 1 cm Muck(A9)(LRR P,T) Marl(F10)(LRR U) _ Other(Explain in Remarks) _ Depleted Below Dark Surface(A11) _ Depleted Ochric(F11)(MLRA 151) _ Thick Dark Surface(Al2) _ Iron-Manganese Masses(F12)(LRR 0,P,T) 'Indicators of hydrophytic vegetation and Coast Prairie Redox(A16)(MLRA 150A) Umbric Surface(F13)(LRR P,T,U) wetland hydrology must be present, _ Sandy Mucky Mineral(S 1)(LRR 0,S) _ Delta Ochric(F17)(MLRA 151) unless disturbed or problematic. — Sandy Gleyed Matrix(54) _ Reduced Vertic(F18)(MLRA 150A,150B) Sandy Redox(S5) _ Piedmont Floodplain Solis(F19)(MLRA 149A) _ Stripped Matrix(S6) _ Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C,153D) Dark Surface(S7)(LRR P,S,T,U) Restrictive Layer(if'observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Interim Version Sampling Point: VEGETATION-Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Trees Tatum (Plot size: ) °!°Cover Species', rc tus Number of Dominant Species 1. f'0 U(e_1) �^IkCX d p+"t I (, no T u L That Are OBL,FACW,or FAO (A) 2 � �her' (t7 0 Total Number of Dominant 3. ( t)ei(Gl,).4 Cala-- In (AL. Species Across All Strata: J (B) ( 4. 5 Percent of Dominant Species Thal Are OBL,FACW,or FAC: ID b (AID) 6. 7 Prevalence Index worksheets r70 =Total Cover Total%Cover of Multiply by: Sapling Stratum (Plot size: ) OBE species - x 1= 1 Q I'C,riG�+uf`n et Sa 1 uvv1 (`J 1 O EA- FAUN species x 2= 2. 1"�z ftJ h+"YGt 5_ FAQ FAC species x3= (J VA C(A) FACU species 3."{'rG1�1nUs�p(,tth�iJ�V4rifl•+ �� i/7 Pec s x 4= 4.C�QJ� r1'(G. 25 y O D L UPL species x 5= 5. Column Totals: (A) (B) 6. Prevalence Index =B/A-- 7. r 5-5 =Total Cover Hydrophytic Vegetation Indicators: Shru9 Stratum (Plot size: ) _Dominance Test is>50% 1. l'OW°s � (y,-- 17Ot^\‘,(114 V D�Z. _Prevalence Index is53.0' 2 art 04`.' y1 f(.fYq ( L.5b Y O g L _Problematic Hydrophytic Vegetation'(Explain) 3. 'Indicators of hydric soil and wetland hydrology must 4. be present,unless disturbed or problematic, 5. 6. Definitions of Vegetation Strata: 7. Tree-Woody plants,excluding woody vines, (10 =Total Cover approximately 20 tt(6 m)or more in height and 3 in. Herb Stratum (Plot size: ) (7.6 cm)or larger In diameter at breast height(DBH). n CW �- 0 L Sapling-Woody plants,excluding woody vines, 2. �ctu v UrU�, c�fr h+Jv j approximately 20 ft(6 m)or more in height and less 3.'4.4-N IPA 1rr+..p (2') g� " o L than 3 in.(7.6 cm)DBH. 4. 1 Shrub-Woody plants,excluding woody vines, 5 approximately 3 to 20 ft(1 to 6 m)In height. 6 Herb-All herbaceous(non-woody)plants,including 7. herbaceous vines.regardless of size. Includes woody plants,except woody vines,less than approximately B. 3 ft(1 m)in height. 9, ( 10. Woody vine-All woody vines,regardless of height. 11. 12. )OS =Total Cover Woody Vine Stratum (Plot size: _ )1. ret reN p 5,1 S re(a)PA n S (0 1 VA e- 2. 1 3. 4. Hydrophytic 5. Vegetation �[ 10 =Total Cover I Present? Yes No Remarks: (If observed,list morphological adaptations below). US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Interim Version . s WL] WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region dot r� Project/Site: "I I CitylCounty: Sampling Date Applicant/Owner: {�� State: t. Sampling Point: Q Investigator(s): Rtv, �G/w��S t LA.Kct-rah+CtAL Section,Township,Range:Landform(hillslope,terrace,etc.): icapiGiB p Local relief(concave,convex,none): twain_ Slope(%). "'O Subregion(LRR or MLRA): Lat: Long: /�i� Datum: Soil Map Unit Name: AI NW 7T I classification: LD F Are climatic/hydrologic conditions on the site typical for this time of year? Yes )" No (If no,explain in Remarks.) Are Vegetation Soil _,or Hydrology significantly disturbed? Are"Normal Circumstances'present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map showing sampling point locations,transects, important features,etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area J Hydric Soli Present? Yes k No • within a Wetland? Yes X No • Wetland Hydrology Present? Yes x No Remarks: HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) l Primary Indicators(minimum of one Is required:check all that amoly) _ Surface Soil Cracks(B8) Surface Water(Al) _( Water-Stained Leaves(B9) Sparsely Vegetated Concave Surface(BB) High Water Table(A2) _ Aquatic Fauna(B13) _ Drainage Patterns(B10) _ Saturation(A3) _ Marl Deposits(B15)(LRR U) _ Moss Trim Lines(B16) 4_ Water Marks(81) Hydrogen Sulfide Odor(Cl) _ Dry-Season Water Table(C2) _ Sediment Deposits(B2) _ Oxidized Rhizospheres on Living Roots(C3) . Crayfish Burrows(CS) _ Drift Deposits(B3) _ Presence of Reduced Iron(C4) A. Saturation Visible on Aerial Imagery(C9) Algal Mat or Crust(B4) _ Recent Iron Reduction in Tilled Soils(C6) _ Geomorphic Position(02) Iron Deposits(B5) _ Thin Muck Surface(C7) _ Shallow Aquitard(D3) _ Inundation Visible on Aerial Imagery(87) _ Other(Explain In Remarks) _ FAC-Neulral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(Inches): 1 Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes X No Includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections) if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Interim Version 1 ram•.. WA,WC 1 E/J-D °P WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region l/ / Prolecusite: (5-'�L Lf City/County. Clc0.ve Sampling Date: 7(1n149 State: Sampling Point: ( Applicant/Owner: Investigator(s). N�J M Section,Township,Range: Landform(hillslope.terrace,etc.): €14'do}Ain Local relief(concave,convex,none): Slope(%): Subregion(LRR or MLRA). Lat: Long: Datum: - Soil Map Unit Name: IA in NWI classification. Are climatic/hydrologic conditions on the site typical for this time of year? Yes d No (If no,explain in Remarks.) Are Vegetation ,Soil ,or Hydrology no _significantly disturbed? Are"Normal Circumstances"present? Yes ✓ No Are Vegetation_ _,Soil ,or Hydrology r'10 naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map showing sampling point locations,transects, important features, etc. Hydrophytic Vegetation Present? Yes K. No Is the Sampled Area Hydric Soil Present? Yes No Wetland Hydrology Present? Yes No �C within a Wetland? Yes No X — Remarks HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is reauired:check all that aoolvl _ Surface Soil Cracks(B5) _ Surface Water(Al) _ Water-Stained Leaves(B9) _ Sparsely Vegetated Concave Surface(Be) High Water Table(A2) _ Aquatic Fauna(B13) _ Drainage Patterns(B10) _ Saturation(A3) _ Mart Deposits(615)(LRR U) _ Moss Tnm Lines(B113) _ Water Marks(81) Hydrogen Sulfide Odor(C1) _ Dry-Season Water Table(C2) _ Sediment Deposits(B2) Oxidized Rhizospheres on Living Roots(C3) _ Crayfish Burrows(C8) Drift Deposits(83) _ Presence of Reduced Iron(C4) _ Saturation Visible on Aerial Imagery(C9) _ Algal Mat or Crust(B4) _ Recent Iron Reduction in Tilled Soils(C6) _ Geomorphic Position(D2) Iron Deposits(85) Thin Muck Surface(C7) Shallow Aquitard(D3) Inundation Visible on Aerial Imagery(87) _ Other(Explain in Remarks) _ FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No > Depth(inches): Water Table Present? Yes No ? Depth(inches): Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge.monitoring well,aerial photos,previous inspections),if available. Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Interim Version VEGETATION-Use scientific names of plants. Sampling Point. Absolute Dominant Indicator ' Dominance Test worksheet: Tree Stratum (Plot size: ) %Cover Species? Status Number of Dominant Species 1. •QuP'CLAS •(aur,Fe)! NO MA) That Are OBL,FACW,or FAC: (A) 2. 0 41 :et•91144.rc&: CO ' `f' 0$L.- 3 ltc[/ /CtbCtn►1ti ID FAC_ Totai Number of Dominant 77 Species Across All Strata: (B) 4. Lfgalda► L s4jr4u'c1+4a. I PA + 5 Percent of Dominant Species �S r1 That Are OBL,FACW,or FAC: (NB) 6. 7. - I Prevalence index worksheet: 1 i Total%Cover of: Multioly by: SO =Total Cover i Sapling Stratum (Plot size: ) I OBL species '7 0 x 1= '70 t 1 -`_ FACW species 2 O ,x 2= '0 2. 1.1t4. /6.htban giyl`RC-r ikcL C '1 F tff FAC species RS" x3= TSB 3. .J FACU species 0 x 4■ O 4. UPL speoles 0 x 5= • G 5_ Column Totals: 115' (A) 3105 (B) j 6. Prevalence Index =B/A= a• 7 Hydrophytic Vegetation Indicators: S =Total Cover Shrub Stratum (Plot size: ) 1 'i, Dominance Test is>50% 1, l ex o l(C i dlna S •ill ' • FAt,U1- _I-Prevalence Index is s3.0' 2. Act/ f(�6(tr,do 5 1FALt/J _ Problematic Hydrophytic Vegetation'(Explain) 3. �7 4. .. 'indicators of hydric soil and wetland hydrology must • be present,unless disturbed or:probiematic. 5. 6. Definitions of Vegetation Strata: 7 (D Tree-Woody plants,excluding woody vines, =Total Cover approximately 20 ft(6 m)or mom in height and 3 in. Herb Stratum (Plot size: ) (7.6 cm)or larger in diameter at breast height(DBH). . 1. Cc.`ex CP. n Ott, Sapling-Woody plants,excluding woody vines, 2. approximately 20 ft(6 m)or mare in height and less 3. than 3 in.(7.6 cm)DBH. 4. Shrub-Woody plants,excluding woody vines, 5. approximately 3 to 20 ft(1 to 6 m)in height. 6. Herb-All herbaceous(non-woody)plants,including • 7. herbaceous vines,regardless of size. Includes woody S. plants,except woody vines,less than approximately 3 ft(1 m)In height. 9. _ 10. Woody vine-All woody vines,regardless of height. 11. 12. =Total Cover Woody Vine Stratum (Plot size: ) 1. "re xi.(oQcyidank radr'ccatc )0 Y FAC 2. C .mpscf•rlidr'�f((nS 5 PAL 3. liib/a4r1Gli Wit. `•( FAC. ' 4. 46d*eaio&i f5lr5 G.furAff,- 5 TA 5. . M4 lky ro f.(11d/-1 !la- _cs) FAL Hydrophytic Vegetation LP Total Cover Present? Yes X No Remarks: (If observed,list morphological adaptations below). US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Interim Version I a Sampling Point: SOIL Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.) Depth Matrix Redox Features Remarks (inches) Color(moist) - °/ _ Color(moist) _ % ure Type' Loci Text - s-IS} I OYR `-//3 100 , i 'T .•: C=Concentration, D=De•lotion,RM=Reduced Matrix,CS=Covered or Coated Sand Grains. 'Location: PL=Pore Lining,M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils': _ Histosol(Al) _ Polyvalue Below Surface(S8)(LRR S,T,U) •_ 1 cm Muck(A9)(LRR 0) _ Histic Epipedon(A2) _ Thin Dark Surface(S9)(LRR S,T,U) 2 cm Muck(A10)(LRR S) Black Histic(A3) _ Loamy Mucky Mineral(F1)(LRR 0) _ Reduced Vertic(F18)(outside MLRA 150A,B) _ Hydrogen Sulfide(A4) — Loamy Gleyed Matrix(F2) — Piedmont Floodplain Soils(F19)(LRR P,S,T) _ Stratified Layers(A5) — Depleted Matrix(F3) _ Anomalous Bright Loamy Soils(F20) _ Organic Bodies(A6)(LRR P,T,U) _ Redox Dark Surface(F6) (MLRA 153B) _ 5 cm Mucky Mineral(A7)(LRR P,T,U) — Depleted Dark Surface(F7) _ Red Parent Material(TF2) _ Muck Presence(A8)(LRR U) _ Redox Depressions(F8) — Very Shallow Dark Surface(TF12)(LRR T,U) _ 1 cm Muck(A9)(LRR P,T) Marl(F10)(LRR U) — Other(Explain in Remarks) . Depleted Below Dark Surface(A11) _ Depleted Ochric(F11)(MLRA 151) _ Thick Dark Surface(Al2) Iron-Manganese Masses(F12)(LRR O,P,T) 'Indicators of hydrophytic vegetation and _ Coast Prairie Redox(A16)(MLRA 150A) — Umbric Surface(F13)(LRR P,T,U) wetland hydrology must be present, _ Sandy Mucky Mineral(S1)(LRR 0,S) _ Delta Ochric(F17)(MLRA 151) . unless disturbed or problematic_ i _ Sandy Gleyed Matrix(S4) _ Reduced Vertic(F18)(MLRA 150A,150B) _ Sandy Redox(S5) _ Piedmont Floodplain Soils(F19)(MLRA 149A) Stripped Matrix(S6) — Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C,153D) Dark Surface(S7)(LRR P,S,T,U) Restrictive Layer(If observed): Type: Depth(inches): Hydric Soil Present? Yes No Remarks: ) 1 US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Interim Version i WETLAND RATING WORKSHEET Fourth Version WA Project Name t-y y 8 y Nearest Road R l 61'717 County Cr,4veA Wetland area o.11{ acres Wetland width 6)S feet Name of evaluator Chr;s(Anti tewoo61 Date 8 3/o9 Wetland location Adjacent land use on pond or lake (within ' mile upstream,upslope,or radius) )( on perennial stream —_forested/natural vegetation 9la % on intermittent stream agriculture,urban/suburban 2 % within interstream divide impervious surface .A % other: Soil series: Dominant vegetation _ predominantly organic-humus,muck,or (1) P p Jt� hd eraphyl(a peat (2) l- of it e u hd o X predominantly mineral-non-sandy predominantly sandy (3) C4rtk Sp, Hydraulic factors Flooding and wetness steep topography _semipermanently to permanently flooded or ditched or channelized inundated —total wetland width> 100 feet _seasonally flooded or inundated X. intermittently flooded or temporary surface water no evidence of flooding or surface water Wetland type(select one)* X Bottomland hardwood forest Pine savanna Headwater forest Freshwater marsh Swamp forest Bog/fen Wet flat Ephemeral wetland Pocosin Carolina bay Bog forest Other: The rating system cannot be applied to salt or brackish marshes or stream channels R Water storage 2 x 4.00 = S A Bank/Shoreline stabilization 0 x 4.00 = O Wetland ratin I T Pollutant removal a ;'x 5.00 = /D I Wildlife habitat x 2.00 = _ a N Aquatic life value 3 x 4.00 = G Recreation/Education I x 1.00 = I **Add 1 point if in sensitive watershed and >10%nonpoint source disturbance within 1 mile upstream,upslope,or radius i W b WETLAND RATING WORKSHEET Fourth Version i Project Name B - 414/ f3 q Nearest Road Sg 1y17 d County errld!v1, Wetland area >. d•s acres Wetland width "77 o feet Name of evaluator unjt•riJood, Date S/3/09 Wetland location Adjacent land use on pond or lake (within 1 mile upstream,upslope,or radius) )( on perennial stream _forested/natural vegetation q b% on intermittent stream _agriculture,urban/suburban 2 % J within interstream divide impervious surface % other: i Soil series: Dom pant vegetation I ___predominantly organic - humus,muck,or (1) Pop(41 45 h•e4'ero3 h y ilk. peat (2) ,4ttr rt4orkm y. predominantly mineral-non-sandy predominantly sandy (3)-ip v oaf iitwt h4iciik k is,. Hydraulic factors Flooding and wetness __steep topography semipermanently to permanently flooded or ditched or channelized inundated )( total wetland width> 100 feet (seasonally flooded or inundated _intermittently flooded or temporary surface water _no evidence of flooding or surface water Wetland type (select one)' _Bottomland hardwood forest Pine savanna _Headwater forest Freshwater marsh )(Swamp forest Bog/fen Wet flat Ephemeral wetland Pocosin Carolina bay Bog forest _Other: 'The rating system cannot be applied to salt or brackish marshes or stream channels R Water storage 5. x 4.00 = a0 • A Bank/Shoreline stabilization 0 x 4.00 = 0 Wetland rating T Pollutant removal a '.x 5.00 = l0 I Wildlife habitat `1 x 2.00 = 8 ,. N Aquatic life value S x 4.00 = ao G Recreation/Education q x 1.00 = 1 **Add 1 point if in sensitive watershed and >10%nonpoint source disturbance within 4 mile upstream,upslope,or radius Appendix D Qualifications of Contributors Investigator: John S. Merritt Education: B.S. Biology and Environmental Science Tri-State University, 1999 Experience: Environmental Biologist,NCDOT, March 2006-Present Biology and Environmental Science teacher,Randolph County High Schools,August 2002-March 2006 Staff Scientist,Professional Service Industries (PSI),July 2000—July 2002 Investigator: Tyler Stanton Education: Bachelor of Science Fisheries and Wildlife Sciences, Minor in Forest Management,North Carolina State University, 1998 Masters in Forestry, Minor in Botany,North Carolina State University, 2009 Experience: Environmental Biologist,NCDOT, September 2003-Present. Ecologist, Virginia Tech University, Conservation Management Institute, April 1999-August 2003 Investigator: Chris Manley Education: BS Fisheries and Wildlife Sciences, Minor in Botany, North Carolina State University, 1996. Experience: Environmental Supervisor I,NCDOT,June 2003-Present. Wildlife Damage Control Agent, Owner of Animal Intrusion Management January 2000-June 2003. Agricultural Consultant,East Coast Agri-Technologies,March 1998-Dec 1999. Wildlife Technician,North Carolina Wildlife Resources Commission, January 1996-February 1998. Investigator: Amy James Education: Bachelor of Science, State University of New York at Binghamton Master of Environmental Management, Duke University Experience: Environmental Specialist,NCDOT,March 2006-Present. Land Protection Specialist,NCDENR, August 2004-March 2006. Wildlife Biologist, NC Wildlife Resources Commission, June 2002- August 2004. Investigator: Lance P. Fontaine Education: Ph.D.—Wildlife&Fisheries Sciences, Texas A&M University,2008 M.S.—Wildlife&Fisheries Sciences, Texas A&M University, 2002 B.S.—Ecological &Evolutionary Biology, Tulane University, 1999 Experience: Environmental Specialist,NCDOT, Raleigh,NC, Oct. 2006—Dec. 2011 Lecturer, University of California at Irvine,Jan. 2006—Sept. 2006 Research Assistant, Wildlife and Fisheries Sciences, Texas A&M University, College Station, TX,Aug. 2000—Dec.2005 Pond Technician/Technical Consultant, Integrated Lakes Management, Gurnee, IL Sept. 1999—Aug.2000. Investigator: Matthew M. Haney Education: B.S.Natural Resources-Ecosystem Assessment,North Carolina State University, Raleigh,North Carolina Experience: N.C. Dept. of Transportation Oct. 1999-present N.C. Forest Service May 1998-August 1998 U.S. Forest Service, Center for Forested Wetlands Research May 1997- August 1997 Expertise: Section 7 field investigations, NEPA documentation, wetland and aquatic investigations,protected species(terrestrial/aquatic)surveys. Investigator: Heather Renninger Education: B.S. Ecology/Environmental Biology,Appalachian State University Experience: Environmental Specialist,NCDOT, February 2007-present Environmental Biologist,H.W. Lochner, Inc.,2003-2007 Biologist, Earth Tech, Inc.,2000-2003 Expertise: Section 7 field investigations and documentation, benthic macroinvertebrate collection, 401/404 permitting, protected species (terrestrial/aquatic) surveys, NEPA documentation, wetland delineation, stream restoration, invasive species, avian ecology and behavior. DocuSign Envelope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 Board of Commissioners Administration Building Jason R.Jones,Chairman &Alen LOuftp 406 Craven Street Theron McCabe,Vice Chairman New Bern,NC 28560 Lee Kyle Allen Fax 252-637-0526 Perry L.Morris managerecravencounty.com Johnnie Sampson,Jr. M.Renee Sisk '/ Steve Tyson Administrative Staff �. litimeart S Harold Blizzard,County Manager 4). p Ray H.Moser,Assistant Manager `��J Commissioners 252-636-6601 Gwendolyn M. Bryan,Clerk to the Board (-i i' _ Manager 252-636-6600 Rick Hemphill, Finance Officer - 1 712 - Finance 252-636-6603 Joan Harrell,Human Resources Director Human Resources 252-636-6602 February 11, 2009 Tracy Walter NC Department of Transportation 1551 Mail Service Center Raleigh, NC 27699-1551 RE: Tip Project N. B-4484: Replacement of Bridge No. 138 on SR 1470 over the Neuse River in Craven County Dear Tracy Walter: As a Commissioner of Craven County, I received notice that Bridge#138 on State Road 1470 was due to be replaced. Having traveled over, as well as under this bridge for several years, I will agree the bridge is in need of replacement and has served western Craven County well over its life span. At the time B-138 was constructed this section of the Neuse River was used by larger boats, mainly in the operation of moving timber down the river to saw mill operations in New Bern. Under the river's current condition of year-round shallow water, along with other forms of moving time, a replacement bridge with current water clearance in today's market place cannot be justified. The bridges on either side, even though miles away, do not allow for such clearance. The second, and main issue of my concern, is the hardship it will cause on the residents of Craven County if B-138 is removed prior to the opening of B-4484. As you are aware, western Craven County is divided by the Neuse River with only two points to cross which are 14.8 miles apart by water. There are roads on each side of the river that run parallel to it, but with only two crossings the removal of B-138 will cause a tremendous hardship on everyone from school students to emergency services. Living in a rural area, most emergency services operations are run by volunteers and often mutual aid is requested and must travel B-138 in order to save a life. With removal of B-138 mutual aid time will be increased by a minimum of twenty minutes if the next unit is staffed and ready to roll. DocuE,;n En &ope ID:C08E4F67-4C57-4F30-96E3-B79657127B72 QEt t enn County • mTherefore, I strongly recommend building B-4484 parallel to B-138 and removing B-138 only after B-4484 is open to traffic. There is land available for this project to be built in this manner and would be a well accepted D.O.T. project in western Craven County. Again, I support the replacement ofB-138, but feel it very important that traffic not be disrupted during the construction phase. If I may be of further help to you, please do not hesitate to contact me at 252-514-1733. S' erely, - 1/1/1 WI/MAI ( .Th- ‘-d/4: Commissioner Perry Morris Craven County PLM/ajn STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER • JAMES H.TROGDON,III GOVERNOR SECRETARY September 26,2019 Dear Landowner: The North Carolina Department of Transportation is planning to replace bridges 138 and 139 on SR 1470 (Maple Cypress Road) over the Neuse River. The proposed project will replace the aging existing structures over the Neuse River and its overflow channel. A full permit application detailing the bridge replacement will be provided to you in the Fall of 2019. NCDOT is currently proposing to relocate utilities(overhead power lines and underground water)out of the future construction area. This bridge relocation crosses an Area of Environmental Concern, as defined by the North Carolina Division of Coastal Management (DCM), and must be approved by the DCM under provisions of the Coastal Area Management Act(CAMA). One of the prerequisites to this approval is that adjacent riparian landowners be given an opportunity to comment on the proposal. The attached form is submitted to ensure that you have an opportunity to comment on the proposal. If you have no objections to the proposal, please return the form with your response within 30 days to this office. If you do have objections to the project,please forward your comments to: Mr.Stephen Lane N.C.Division of Coastal Management 400 Commerce Ave. Morehead City,NC 28557 Thank you for your cooperation. Sincerely, Casey Whitley,P.E. NCDOT Division 2 cc: Stephen Lane,NCDCM Mailing Address: Telephone:(252)439-2811 Location: NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 1037 W.H.SMITH BLVD HIGHWAY DIVISION 2 Website:www.ncdot.t ov GREENVIL E,NC 27835 1037 W.H.SMITH BLVD GREENVILLE,NC 27835 b ADJACENT RIPARIAN LANDOWNER STATEMENT (Craven County:Replace Bridge Nos. 138 and 139 over the Neuse River) NCDOT TIP B-4484 General Statutes and Division of Coastal Management Major Permit approval procedures require that riparian landowners with property adjoining a proposed development in an Area of Environmental Concern (AEC) be given thirty (30) days in which to comment on the proposed development. This form allows the adjacent riparian landowner to express either: (1) that he/she objects to the project; or, (2)that he/she does not object and desires to waive his/her right to the 30- day period so that the processing of the application can progress more rapidly. Of course, the adjacent riparian landowner need not sign this form at all if he/she so chooses. I, , am an adjacent riparian property owner and am aware of the North Carolina Department of Transportation's plans for relocating utilities associated with the future replacement of bridges 138 and 139 over the Neuse River in Craven County,North Carolina. I am further aware that this work will occur in one or more Areas of Environmental Concern and therefore will require authorization from the Division of Coastal Management in accordance with the Coastal Area Management Act(CAMA). I have no objection to the project as presently proposed and hereby waive that right of objection as provided in General Statute 113-229. I have objections to the project as presently proposed and my comments are attached. Signature of Adjacent Riparian Landowner Date Phone Number with Area Code TIP B-4484 Landowner Notification List September 2019 Parcel Owner Name Mailing Address 1 Frances T.Kilpatrick 9201 NC Highway 55 West,Dover,NC 28526 2 Sandra N. White 428 White Columns Way, Wilmington,NC 28411 3 William E.Daniels 202 7th Street,New Bern,NC 28560 4 Coastal Forest Resources Company PO Box 709,Buckhannon, WV 26201 5 Vonnie Heath 138 Castle Ct,Washington,NC 27889 6 Ray Heath 165 Maple Cypress Road,Grifton,NC 28530 7 Tonya H Byrd&Margaret Hargett&Dallas 116 Pinenut Lane,Bogart,GA 30622 Delabruere&Austin A Hargett 8 Tonya H Byrd&Margaret Hargett&Dallas 116 Pinenut Lane,Bogart,GA 30622 Delabruere&Austin A Hargett Add. Heath Family Farms,LLC 650 Biddle Road,Dover,NC 28526 e SENDER: COP.'il)LETE THIS SECTION , (.,•tvl" -TE HI.. `.r,.. 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'7.z • ~ ~ tf Ea ,.r: .. - Y..7 5. s ` e9 ail O.pie , 3 s'1 : - �:t va,r f ,K`'i '0EO ay�'uJnle.!u �:. r -'7p s cC '" ii-^v a , ;: , - sseJPP Pup QWIBC$ ■ : r +'xr'° 1 „.141W � ii`-` .% c �"�'. t s ?_:r.Wa( "y�yh�y,r"Ch _ A .,.. ,6J DUf)I$ '''- i -?.' ,>r_r :, _i AH3A173O NO NOIiO3S SIHl 3/31d1N00 i NO1I03S SIN.1'3137dWO3:J Q��S 'f�'.r .a.>_ --..�... ..iiY. . <,. ..,.._.. .,,, ..- .+` �. .�.. :t..r,.-.v r._':1•�' ..r. ..'..:.3 '.. 3! 1 l ADJACENT JZIPARIAN L_4NDOWNER STATEMENT (Craven County:Replace Bridge Nos. 138 and 139 over the Neuse River) NCDOT TIP B-4484 General Statutes and Division of Coastal Management Major Permit approval procedures require that riparian landowners with property adjoining a proposed development in an Area of Environmental Concern (AEC) be given thirty (30) days in which to comment on the proposed development. This form allows the adjacent riparian landowner to express either: (I) that he/she objects to the project;or,(2)that he/she does not object and desires to waive his/her right to the 30- day period so that the processing of the application can progress more rapidly. Of course, the adjacent riparian landowner need not sign this form at all if he/she so chooses. n:11- ��Afsflef es I, Cooye , am an adjacent riparian property owner and am aware of the North Carolina Department 5f Transportation's plans for relocating utilities associated with the future replacement of bridges 138 and 139 over the Neuse River in Craven County,North Carolina. I am further aware that this work will occur in one or more Areas of Environmental Concern and therefore will require authorization from the Division of Coastal Management in accordance with the Coastal Area Management Act(CAMA). f: I have no objection to the project as presently proposed and hereby waive that right of objection as provided in General Statute 113-229, I have objections to the project as presently proposed and my comments are attached_ !7!7 Wi ' fo-/#-/5' Signature of Adjacent Riparian Landowner Date .25'02- s"33- 3D s`S' Phone Number with Area Code r Brittingham, Cathy From: Lane, Stephen Sent: Thursday,July 02, 2020 3:01 PM To: Brittingham, Cathy Subject: FW: CAMA Public Notice Attachments: Craven 138and139 Public Notice.doc For the files as requested. Check it out and if you need anything else just let me know. From: Lane,Stephen Sent:Thursday, December 05, 2019 11:37 AM To: encclassifieds@jdnews.com Cc: Gwen.Landry@jdnews.com Subject: CAMA Public Notice Hello, Please find attached a request for publication in the New Bern Sun Journal. The request is for public notice of DDT's application for a CAMA Major Development Permit to replace Bridge 138 and Bridge139 on SR 1470 in Craven County. Please publish on Sunday December 8, 2019. I have attached the document in a Word file. Thank you and please feel free to email me or to call me at 252-617-3191, if you have any questions or need any additional information. Thank you, Stephen Lane Field Representative for Transportation Projects NC Division of Coastal Management Department of Environmental Quality 252 808-2808 office 252 247-3330 fax Stephen.Lane(a�ncdenr.00v 400 Commerce Avenue Morehead City, NC 28557 INIZ '"Nothing Compares -n.. Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 1 r � ,,.,. STATE a�•, (--- ,,,',.? , , , :=4. ,,,, ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary BRAXTON C.DAVIS Director December 5, 2019 New Bern Sun Journal Legal Advertisement Section 3200 Wellons Blvd. New Bern,NC 28562 Re: Public Notice—NCDOT's Proposed replacement of Craven Bridge No. 138 and No. 139 over the Neuse River and adjacent overflow. Dear Sir: Please publish the attached Notice in the Sunday December 8, 2019 issue of the New Bern Sun Journal. The State Office of Budget and Management requires an original Affidavit of Publication prior to payment for newspaper advertising. Please send the affidavit, an original copy of the published notice, and an original invoice to Jessica Gibson, NC Division of Coastal Management, 400 Commerce Avenue, Morehead City, North Carolina 28557, Telephone (252)808-2808. Thank you for your assistance in this matter. If you should have any questions, please contact me at our Morehead City office. Sincerely, Stephen Lane Coastal Management Representative Enclosure cc: Jonathan Howell, Major Permits Coordinator £D_EQ�/� ��OI MBwa Y .b10+4 North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557 252.8082808