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Home My WebLink About20150708 Ver 1_Application_20150721 Carpenter,Kristi From:Willis, Thomas C Sent:Tuesday, July 21, 2015 8:15 AM To:Carpenter,Kristi Cc:Ward, Garcy; tracey.l.wheeler@usace.army.mil Subject:electronic copy of Hyde # 56 application on US 264 - Long Shoal River To follow up the paper copy sent 7/9/15, I have attached an electronic copy. I also included a description of the utility relocation in this application. Let me know if you need anything else. Thanks, Clay Willis NCDOT – Division One Environmental Supervisor Office – 252-482-1876 Cell – 252-312-3692 tcwillis@ncdot.gov Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 1 �:;;� SfAT£ q, �� ,o �� ^v�_._' D ��'! - z'�, � Y� w.v.�.�'. STATE or NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Pat McCrory GOVGRNOR JUIy 9, 2014 Tracey Wheeler US Army Corp of Engineers 2407 West St�' Street Washington, NC 27889 Tony Tata SECRETARY Subject: Request for a NW 3 permit for the replacement of Bridge # 56 over Long Shoal River on US 264 in, Hyde County. WBS # 17BP.1.R.67 Dear Ms. Wheeler, The North Carolina Department of Transportation is requesting the issuance of a NW 3 permit for the replacement of Bridge # 56 over Long Shoal River on US 264 in Hyde County. The bridge is located on the Dare/Hyde County boundary line, which is about 11 miles north of Engelhard. The Long Shoal River is within the Tar-Pamlico River Basin, and drains to the Pamlico Sound, 4.5 miles to the east. The Long Shoal Rivet• is classified by DWQ as class "SA, HQW" waters. The N.C. Marine Fisheries has classified this water body as a"Primary Nursery Area" for• several estuarine fish species. Therefore, an in-water work moratorium has been requested for Februaiy 15 — September 30. Bridge # 56 was built in 1955, and consists of 14-spans with a concrete deck, supported by concrete caps on timber piles. The existing structure is 119 ft. long by 26 ft. wide. This structure will be entirely removed using NCDOT's BMP's and guidelines for bridge removaL The proposed bridge will be replaced along its existing alignment, with a slight, 2-3 foot shift to the north. The new bridge will be a 3-span structure totaling, 130' in length by 36' wide. It will be comprised of a precast concrete deck and substructure. Jurisdictional wetland and surface water impacts have been avoided and minimized to the maximum exteilt practicable. The resulting permanent impacts associated with roadway fill are 0.055 acres (2382 sq. ft.) of road shoulder coastal fringe wetlands. There will be 0.005 acres (239 sq. ft.) of permanent hand clearing, established for long term maintenance around the bridge end bents. Tlus will allow for revegetation of coastal wetland species, but will be periodically mowed by maintenance forces. There is 0.069 acres (3020 sq. ft.) of proposed temporary hand clearing, which will allow for• clear work/maintenance area for erosion control devices. This area will be allowed to revert back to fully vegetated state once the project is completed. There is a 0.0006 acres (27 sq. ft. ) of permanent surface water impact associated with rip-rap stabilization around the 1 13 Aiiport Dr., Suite 100, Edenton, NC 27932 — Phone: (252) 482-1850 Fax: (252) 482-8722 end bents. The wetland impact areas are located and detailed on the provided permit dr�awings. Coastal wetland impacts have been mitigated for through the Division of Mitigation Service. A copy of their acceptance letter is provided with this application and documents they will provide 0.05 acres of Coastal Marsh mitigation. There will be no deck drains located on the bridge. Storm water has been routed to outlets located east and west of the bridge. These outlets have been placed at feasible locations that would allow the maximum amount of vegetated buffer, prior to entering surface waters. Traffic will be inaintained on-site by the use of stage construction and temporary lane closures. In conjunction with this bridge replacement a MCNC fiber optic cable and Century Link line will need to be relocated. This relocation will be accomplished through directional boring the line from the road shoulder. The bore will follow the provided permit drawing profile under the waterway and will not result in any jurisdictional iinpacts. Included with this letter are the location map, permit drawings, and PCN. If you have questions please call me at (252) 482-1876 or 252-312-3692. The permit fee can be charged to WBS # 17BP.1.R.67. Sincerely, Jerry Jennings Division One Engineer Clay Willis �� u%�^�`" Division One Environmental Of�cer Cc: Garcy Ward, NCDWR Kristi Carpenter, NCDWR 1 13 Aiiport Dr., Suite 100, Edenton, NC 27932 — Phone: (252) 482-1850 Fax: (252) 482-8722 Bridge Replacement # 56 on US 264 Long Shoal River Hyde County Quad Name Englehard West � : . - = _ - - _ _ -,--�1 _ _ �_� ; _ - - . _- ;r _ - - - - _ _ -,-¢ -. _ _ - _ - - _ _ _ ,,-� . _ , � - - _ 1 I - - - + - -.--_ --_ , - -; . ; , �-� : - - . i ! � � -- _ ' � i - \ , _ _ :, __ � f- -- Bridge # 56 � ., �� ' , 35.646108 i _ -75.890463 - � - � - �� ! a. - - _ - _.-=-�:r=- B Y 2 ' . . F - . . � ' � l . 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E � � s ��°''� c ° � "'� �,�� " Souree Esri DigitalGlobe 'Geo`Eye i cubed Earthstar �" _,,;��. ��eographics ;CNES'�Airbus DS��USDA�,USGS �A`EXs. . }y�.:.,, ta�'.T' - , -, COtI'1'111Uflify�,, ,._ e - „ 0 250 500 G:IS User 1,000 Feet I \ � Qt �T F �,y y i (/) y � � � ,yqR H 3 �eaa United States Department of the Interior �ISH AND WILDI.,IPE SERVICE Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 July 13, 2015 Clay Willis North Carolina Department of Transportation ] 13 Airport Drive Edenton, NC 27932 Dear Mr. Willis: This letter is in response to your letter of July 10, 2015 which provided the U.S. Fish and Wildlife Service (Service) with the biological conclusion of the North Caroiina Department of Transportation (NCDOT) that the replacement of Bridge No. 56 on US 264 over Long Shoal River in Hyde County may affect, but is not likely to adversely affect the federally endangered West Indian manatee (Tr^ichechus manatus). These comments are provided in accordance with Section 7 of the Endangered Species Act (ESA) of 1973, as amended {16 U.S.C. 1531-1543). The NCDOT has agreed to impiement the Service's GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE: Precautionary IVieasures for Construction Activities in North Carolina Waters. Based on this commitment, and given the fact that the West Indian manatee is onIy an occasional visitor to North Carolina waters, the Service concurs with your conclusion that the proposed project may affect, but is not likely to adversely affect the West Indian manatee. We believe that the requirements of Section 7(a}(2) of the ESA have been satisfied. We remind you that obligations under Section 7 consultation must be reconsidered if: (1) new information reveals impacts of these identified actions that may affect listed species or critical habitat in a manner not previously cansidered in this review; (2) these actions are subsequently modified in a manner that was not considered in this review; or (3) a new species is listed or critical habitat determined that may be affected by these identified actions. The Service appreciates the opportunity to review this project. If you have any questions regarding our response, please contact Mr. Gary Jordan at (919) 856-4520 (.Ext. 32). Sincerely, � � Pete Benjam�n Field Supervisor Electronic copy; Tracey Wheeler, USACE, Washington, NC Dennis Stewart, USFWS, Alligator River NWR Travis Wilson, NCWRC, Creedmoor, NC ��-.....,.�� l�CDE�IR North Carolina Department of Environment and Natural Resources Pat McCrory Division of Mitigation Services Govemor June 19, 2015 Mr. Clay Willis NCDOT Division 1 Environmental Officer North Carolina Department of Transporiation 113 Airport Drive, Suite 100 Edenton, North Carolina 27932 Dear Mr. Willis: Subject: Mitigation Acceptance Letter: Donald R. van der Vaart Secretary Division 1 Project, Replace Bridge 56 on US 264, Dare County; WBS Element 17BP.1.R.67 The purpose of ttus letter is to notify you that the Division of Mitigation Services (DMS} will provide the coastal marsh mitigation for the subject project. Based on the information received from you on June 18, 2015, the impacts are located in CU 03020105 of the Tar-Pamlico River basin in the Northern Outer Coastal Plain (NOCP) Eco-Region, and are as follows: Tar-Pamlico 0302Q105 N�CP Cold Impacts (feet/acres) I 0 *Some of the sueam and wetland Stream Cool � Warm � Riparian ❑� impacts may be propased to be mitigated at a 1: Wetlands Non- Coastal Ri arian Marsh 0 o.as Buffer (Sq. Ft) Zone 1 � Zone 2 See pernut applicarion for details. Currenfly, D:1fS does not hare coastal marsh mitigation credits in Tar-Pamlico 03020105 and proposes to utilize coastal marsh nvtigation credits from the Bishop Road Mitigation Site located in Tar- Pamlico 03020]04. This impact and associated mitigarion need were under projected by the NCDOT in the 2015 impact data. DMS will commit to implement sufficient coastal marsh 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. If the above referenced impact amounts are revised, then this mitigation acceptance letter wiil no longer be valid and a new mitigation acceptance letter will be required from DMS. 8420. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely, James B. Stanfill Asset Management Supervisor cc: Ms. Tracey Wheeler, USACE — Washington Regulatory Field Office Mr. Greg Daisy, Division of Caastal Management — Elizabeth City Field Office Mr. John S. Abel, NCDOT — Division 1 Bridge Program Engineer Ms. Linda Fitzpatrick, NCDOT — PDEA File: US 264 — Bridge 56 — Division 1 1652 Mail Service Center, Raleigh, North Carolina 27699-1652 Phone: 919-707-89761 Intemet; http:/lp�rlal.ncdenr.org/web/eep An Equ� Opportunity 1 Aifirrnalive Ac6on Employer — Made in pari by recycled paper May 1, 2015 UTILITY NARRATIVE REPLACE BRIDGE NO. 470056 IN HYDE COUNTY Existing Utilities: • The underground fiber optic cable under the Long Shoal River owned by MCNC along the south/right side of US 264 in Hyde and Dare counties will be abandoned and replaced due to conflict with the proposed bridge construction. � The underground fiber optic cable under the Long Shoal River owned by Century Link along the south/right side of US 264 in Hyde and Dare counties will be abandoned and replaced due to conflict with the proposed bridge construction. Proposed Utilities: • A proposed 2" HDPE triduct (telephone cable) will be installed on the south/right side of the proposed bridge and roadway under the Long Shoal River by directional drill method and tie into the existing telephone line. The directional drill will begin approximately 340' west and end 390' east of the Long Shoal River. The new bore path will maintain a depth of 20' beneath the bottom of the river and the drill rig will not encroach onto the wetlands. The tie in points will occur between the wetland boundaries and the edge of pavements and will install new 24"x36"x30" NCDOT approved handholes. • A proposed 4" HDPE triduct (telephone cable) will be installed on the south/right side of the proposed bridge and roadway under the Long Shoal River by directional drill method and tie into the existing telephone line. The directional drill will begin approximately 290' west and end 130' east of the Long Shoal River. The new bore path will maintain a depth of 10' beneath the bottom of the river and the drill rig will not encroach onto the wetlands. The tie in points will occur between the wetland boundaries and the edge of pavements and will instal) new 24"x36"x30" NCDOT approved handholes. rfP," ( � s�-, �,,,'� ��.ly"r _ � �� Office Use Only: i<, �r. � �� .��` �� Corps action ID no. � � : � � i.��` � � �. DWQ project no. ��,a,,;,��,r:�.� Form Version 1.4 January 2009 Pre-Construction Notifica#ion (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: X Section 404 Permit Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: NW 3 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? X Yes No 1 d. Type(s) of approval sought from the DWQ (check all that apply): X 401 Water Quality Certification — Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification — Express Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit: because written approval is not required? 401 Certification: Yes X No Yes X No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu X Yes No fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h X Yes No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? X Yes No 2. Project Information 2a. Name of project: Bridge Replacement # 56 on US 264 2b. County: Hyde 2c. Nearest municipality / town: Englehard 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 17BP.1.R.67 3. Owner Information 3a. Name(s) on Recorded Deed: NCDOT R-O-W 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if NCDOT applicable): 3d. Street address: 113 Airport Drive , Suite 100 � 3e. City, state, zip: Edenton, N.C. 27932 3f. Telephone no.: 252-482-1876 / 252-312-3692 3g. Fax no.: 3h. Email address: tcwillis@ncdot.gov Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. AgentlConsultant Information (if applicabie) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): NCDOT ROW — US 264 1 b. Site coordinates (in decimal degrees): Latitude: 35.646108 Longitude: -75.890463 1 c. Property size: 1 acres 2. Surtace Waters 2a. Name of nearest body of water to proposed project: Long Shoa) River 2b. Water Quality Classification of nearest receiving water: SA HQW 2c. River basin: ar-Pamlico 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Land use within the project vicinity consist of conservation land owned by the federal government and private holdings. All the surrounding lands are classified as coastal marsh lands, subject to estuarine environments. US Highway 264 is built on a man-made fill through the marsh lands. Bridge # 56 spans over Long Shoal River, which is considered high quality waters by the N.C. Division of Water Resources. There is a primitive boat ramp approximately 100 feet to the west of the bridge. 3b. List the total estimated acreage of all existing wetlands on the property: 0.75 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1000 ft (includes canal) 3d. Explain the purpose of the proposed prOjeCt: The purpose of this project is to replace an aging bridge structure that has received deficiency ratings, qualifying it for replacement. NCDOT wants to maintain US highway 264 as a safe and reliable travel route for the public. The replacement of this aging structure will insure highway connectivity and long term use of US highway 264 in Hyde and Dare County. 3e. Describe the overall project in detail, including the type of equipment to be used: NCDOT proposes to replace an existing 14 span at 119 ft. by 26 ft. concrete/wood bridge structure, with a new 3 span 130 ft. long by 36 ft. wide cored slab bridge. This will be done utilizing staged construction and maintaining one-lane of traffic during the project. The new bridge alignment will be shifted a few feet to the north to allow for staged construction. There will be no deck drains located on the new bridge and storm water will be routed to outlets allowing for flow through vegetated areas. The existing bridge will be removed in its entirety, by following NCDOT BMPs and guidelines for bridge removal. The bridge approach roadway sections will have to be slightly widened and increased in elevation to match the new bridge structure design. This is illustrated on the provided permit drawings. There will also be a MCNC & Century Link fiber optic line, which will be relocated, per the attached drawings. No jurisdictional impacts are associated with utility relocations. The new bridge will be built using cranes, excavators, backhoes, dump trucks and small e ui ment associated with brid e construction. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the X Yes No Unknown Corps or State been requested or obtained for this property / Comments: project (includin all prior phases) in the past? 4b. If the Corps made the jurisdictional determination, what type X Preliminary Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Clay Willis Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for Yes X No Unknown this project (including all prior phases) in the past? Page 3 of 10 PCN Form — Version 1.4 January 2009 Page 4 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that appiy): X Wetlands Streams — tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Area Wetland impact Type of impact Type of wetland Forested Type of jurisdiction of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Tem orar T � W1 Permanent Fi►I Coastal Fringe Marsh 04 .054 W2 Permanent Hand Clearing Coastal Fringe Marsh 04 .005 (hand clearing) (bridge maintenance) W3 Temporary Hand Clearing Coastal Fringe Marsh 04 .069 (erosion control) W4 W5 W6 2g. 'Total Wetland impacts: 0.128 2h. Comments: Temporary hand cleared areas will be allowed to revert back to vegetated marsh. Permanent hand cleared areas will be mowed once or twice a year by bridge maintenance crews, but will remain vegetated. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 39� Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 S2 S3 S4 S5 S6 3h. Total stream and tributary impacts 3i. Comments: None Page 5 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuail list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable Type of impact Waterbody Area of impact (acres) Permanent (P) or type Temporar (T) 01 Permanent Long Shoal River Rip-rap Fill Warm 0.0006 02 03 04 4f. 7otal opero water impacts 0.0006 acres 4g. Comments: Bank stabilization around end bents 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filied Excavated Flooded Filled Excavated P1 P2 5f. Total: 5g. Comments:None 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require miti ation, then ou MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse X Tar-Pamlico Catawba Randleman Other: 6b. 6c. 6d. 6e. 6f. 6g. Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number - mitigation impact impact Permanent (P) or required? (square (square Tempora (T) feet) feet B1 B2 B3 B4 B5 B6 6h. Total Buffer Impacts: 6i. Comments: None - Buffers begin beyond the Coastal Marsh, outside the project area Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. NCDOT minimized the roadway width by utilizing sheet pile retaining walts and 2:1 shoulders where feasible. This reduced the wetland impacts. There are no deck drains located on the bridge, and the storm water was directed to locations that provided vegetated buffer, prior to entering surface waters. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Utilizing BMPs for bridge demolition will capture all components of the old structure. Erosion and Control measures will be placed along the entire project area to reduce soil runoff. A turbidity curtain will be utilized along the banks of Long Shoal Rive and the adjacent canals to capture any siltation that may occur during project construction. NCDOT will follow an in-water work moratorium from February 15- September 30'h to prevent any detrimental effect on juvenile fish that may be in the project area waters. The utilization of precast concrete materials, reduces the potential for uncured concrete entering the adjacent waters. 2. Compensato Miti ation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for X Yes No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): DWQ Corps Mitigation bank 2c. If yes, which mitigation option will be used for this X Payment to in-lieu fee program project? Perrnittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Type: Quantity: 3b. Credits Purchased (attach receipt and letter) Type: Quantity: Type: Quantity: 3c. Comments: N/A 4. Complete if Making a Pa ment to In-lieu Fee Pro ram 4a. Approval letter from in-lieu fee program is attached. X Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: 0.05 acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation P6arr 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCIV Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires Yes X No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Project is located in the Tar-Pamlic Basin. Project area is within an extensive coastal marsh system and buffers are located beyond the project area. Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified X Yes No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse fiow plan included? If no, explain why. Yes X No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? % 2b. Does this ro'ect require a Stormwater Mana ement Plan? X Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: NCDOT will follow BMP's to control storm water and erosion/sedimentation to the maximum extent practicable in compiiance with NCDOT's NPDES permit. The bridge design directs storm water off the deck, to outlet points on both sides of the bridge. Those outlet points have been selected to provide the most vegetated buffer, as would be allowed by the constraints of the project area. 2e. Who will be responsible for the review of the Stormwater Management Plan? NCDWR 3. Certified Local Government Stormwater Review N/A 3a. In which local governmenYsjurisdiction is this project? N/A Phase II 3b. Which of the following locally-implemented stormwater management programs NSW apply (check aii that appiy): N/A USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been Yes No attached? N/A 4. DWQ Stormwater Pro ram Review X Coastal counties Xhqw 4a. Which of the following state-implemented storm water management programs apply ORW (check all that appiy): Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been Yes X No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? N/A Yes No 5b. Have all of the 401 Unit submittal requirements been met? N/A Yes No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the X Yes No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State Yes X No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Yes No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, Yes X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? Yes X No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in Yes X No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. None 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or X Yes No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act X Yes No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh Field Office 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Listed species for Hyde County. There is habitat for the West Indian Manatee, however the project has an in- water moratorium from February 15 — September 30`h, which eliminate the possibility of any in-water interaction with a Manatee. A biological conclusion of "May effect, not likely to adversely effecY' was sent to the USFWS. With regards to the Northern Long Eared Bat: he US Fish and Wildlife Service has developed a programmatic biological opinion (PBO) in conjunction with the Federal Highway dministration (FHWA), the US Army Corps of Engineers (USACE), and NCDOT for the northern long-eared bat (NLEB) (Myotis eptentrionalis) 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 ears for all NCDOT projects with a federal nexus in Divisions 1-8, which includes Hyde County , where Bridge # 56 is located. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? Yes X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS — Data Set for North Carolina 7. Historic or Prehistoric Cuitural Resources (Corps Ftequirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation Yes X No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NC State Historic Preservation Office 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? X Yes No 8b. If yes, explain how project meets FEMA requirements: Bridge design will not increase flood plain elevations 8c. What source(s) did you use to make the floodplain determination? USGS Flood plain maps and hydraulic engineer review , /j '�/� p�( � �/�� /�S �'� �,i�=�.:- � Appiicant/Agent's Printed Name Applicant/Agent's Signature (Agent�s Date signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 z 0 N w � � � � � > N � � � � COASTAL WETLAND AND SURFACE WATER IMPACTS PERMIT OUTLET DATA BEGIN TRENCHLESS Q10 = 0.08 CFS INSTALLATION V10 = 0.2 FPS SBG FROM -L- STAe 12+10 LT TO UG_TEL2 STAo 5+00.00 INV. EL. = 1.25' -L- STA, 13+12 LT -L- STA, 10+01,00 WITH 24"X36"X30" HANDHOLE 0 0 � * O O O � N � � _ v, �. DAVIS TRUSTE� TALL GP.�SS DB 215 PG 735 MB R3 PG IE BEGIN APPROACH SLAB -L- PQT STA.-12-+$8:9@}I- - EST. 1 TON CLASS B RIP RAP 040 EST. 4 SY GEOTEXTILE FABRIC FROPSr+Eer PrzF wn�� +i -L- STA12+30 TO BEG.BR. S I T E 2 � - --- - --�srrr�c �rr--- —�—�-- D — — — — TO BEAUFORT SR 1355 � — —VIL � -f--�r x -L- _� —T o — — -- (F�1�SEt�28tE — PHOP U/G (FO TEL GABLE _ PROP-L sr-iwc Ri��ROKEN BS�w�e— .— —� - gRb�- 3� BEGIN PAVEMENT BST BOAT LANDIN�" �� / -L-POC srn.io+ts.00 EXISTWG CENTURY LINK FO LINEJ RAMP ACCESS TO EST. 1 TON CLASS B RIP RAP BE RETAIi�IED EST.S SY GEOTEXTILE FABRIC -- --�XiST1��NC FO LINE OUTLET DATA SBG FROM -L- STA. 12+10 RT TO -L- STA,12+92 RT Q10 = 0.7 CFS TAL� GPASS V10 = 0.3 FPS INV. EL. = 1.50' O I BEGIN TRENCHLESS WSTAI LATION UG_TEL STA, 5+00.00 -L- STA, 9+50�00 WITH 24"X36"X30" HANDHOLE NATURE CONSE°VAI�CY DB 127 PG 7�4 MB R3 PG 5 FO — — SIT PROP, MCNC 2" HDPE TRIDUCT 20' BELOW BOTTOM OF RIVER UTILITY NOTES I, THIS PLAN IS FOR ENVIRONMEf�TAL PERMITTING ONLY, 2, PROPOSED HORIZONTAL ALIGNMENT IS FOR REFERENCE ONLY, 3e ��0 DAMAGE IS ALLOWED TO WETLAND OR STREAM BY TRENCHLESS METHODSa 4, IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE BORE PATHS DESIGNED AND SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEERo CoA��ra,�. WETLAND IMPACTS FILL IN TENPa PER�viANENT SUR� ACE WETLANDS HAND HAND WATER CLEARING CLEARING IMPACT SITE I q SF 200 SF q4 SF -- SITE 2 762 SF 980 SF q5 SF 16 SF I SITE 3 1000 SF 563 SF 24 SF II SF SITE 4 616 SF 1277 SF 126 SF -- CENTER BRIDGE STA.13+65.90 -L- 130' LENGTH; 3 SPAN (1@35'; 1@50'; 1@45') 21" PCCS; 120°SKEW; SBG FROM -L- STA, 14+42 LT TO 36'-6" CLEAR ROADWAY _L- STA, 15+87 LT �; � o o TALL GRASS O NC GRID201I O I � R W � � NAD 83 NA � O � �� UNITED STAT�S OF AMERIC4 w o END APPROACH SLAB FISH AND �!I_DLIFE SVC � � �� DB 735 PG 13 Q �n L�POC—ST�._14+42.90+/- .F�IfI TR�t;L�ui �CC �- INSTALL � � UG_TEL2 TICN --- o � ` STA. 10+38,82 �S II I�IPRAP J L- STA, 15+40,00 —� ur +S�oP.s�Eer Pae wal NITH 24"X36°X30" HANDHOL�SITE ENO eR.ro -�- srnis+5o Exis ws eiv�� '�� ►�an �i�� ,� � � _4�3��+��wa J �,�' � �� / o�' �0 �0��5 � / / : / / , � EXIST, STRUCTURE �470056 HYDE COUNTY ON US 269 OVER LONG SHOAL RI�,iER �DENOTES IMPACTS IN SURFACE WATER �/�/�%%i�%i� DENOTES FILL �N WETLAND DENOTES TEMPORARY HAND I T C H CLEARING IN WETLAND TEMPOR,4RY IMPACT �DENOTES PERMANENT HAND CLEARING IN WETLAND PERMANENT IMPACT PROIECT REFERENCE NO. I SHEET NO. RrW SHEEf NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PRELIMIN�Y PLANS DO NOT U86 FO CONBTRUCTION 0 O + C —T ------— X TO MANTEO/ �' ,I SR II00 k � � �? W -- ---- TFO----- — � T fo— � — ---- rFO-------__—�_ — rFO---- -- FO) TEL - - + � �' EXISTING R/1Y � 40 EST. 1 TON CLASS B RIP RAP 040 EST.5 SY GEOTEXTILE FABRIC SITE 4 EXISTING MCNC FBER Ta�� GRASs PROP, CENTUTY LINK �" HDPE TRIDUCT 10' BELOW BOTTOM OF RIVER SBG FROM -L- STA. 14+21 RT TO -L- STA, 14+70 RT OUTLET DATA PROP, 2" HDPE TRIDUCT MCNC FIBER RELOCATION Q70 = 0.3 CFS V10 = 0.2 FPS O INV. EL. = 0.96' UNITED STATES 0� APAERICA FISH AND WILDUFE �VC NC DEED FOJND UTILITY OWi�ERS ON THIS PROJECTo CENTURY LINK UTILITYe TELEPHONE CONTACToRYAN FULCHER PHONED 252-637-7130 MCNC UTILITYe TELEPHONE PHONE� 919-248-1900 TIDELAND ELECTRIC MEMBERSHIP CO-OP UTILITYo ELECTRIC PHONEe252-943-3046 .• � � .• � � � END (FO) TE CA6LE3� . 5'INC. TYP. ° EMENT STA. 17 + 30.00 END TRENCHLESS INSTALLATION UG_TEL STA, 13+50a25 -L- STA. 18+00,00 WITH 24"X36"X30" HANDHOLE OUTLET DATA Q10 = 0.4 CFS V10 = 0.3 FPS INV. EL. = 0.69' UTILITIES BY OTHERS CA�A JURISDICTIONAL PRIMARY NURSERY AREA IN—WATER MORATORIUM �ROM FEBRUARY 15 THROUGH SEPTEMBER 30 ALL WETLAND AREAS DETER�INFD BY CLAY WII_LIS DIVISION ENVIRONMENTAL OFFICER AS POCKET A,B,C,D THE HISTORIC HIGH WATER MARK OF 1.26' DETERMWED BY PNYSICAL EVIDENCE MFTHOD II MODIFIED CLEARING PERMIT DRAWING SHEET OF N � w � � � � � r N � � � � � o� m COASTAL WETLAND AND SURFACE WATER IMPACTS PERMIT OUTLET DATA BEGIN TRENCHLtSS Q10 = 0.08 CFS INSTALLATION V10 = 0.2 FPS SBG FROM -L- STA, 12+10 LT TO UG_TEL2 STA, 5+00,00 INV. EL. = 1.25' -L- STA, 13+12 LT -L- STA, 10+01,00 WITH 24"X36"X30" HANDHOLE o 0 ° ° O N � O M \ � � No C. DGVIS TRUSTE� T4LL GP,A55 DB 216 PG 735 MB R3 PG IE BEGIN APPROACH SLAB � _ _ — — — � TO BEAUFORT SR 1355 F— — w� � �� . f�iii � � -s�. . ; � 'I � _/_ _��.�� ! 1� OO ifi �� C�{�� _ - - :� G�I = ru— PROP U/G (FO TE�A y— e isriwc �n� EPl BS�w�a—; �.-�,..�,.,.t..�.�T - �-- , � _—� -- � �1�I T-l� R�' -NPlIF �0" L I N E � EST. 1 T.DN CLASS B RIP RAP f�L 5 SY _G�TE�E��BR�E ___ ` �_-._ � y_— -- �""�-�`"�iiC N C F 0 L I ��; --- _ ��G', �ROM"•�S"i`t�12+10 RT TO i,' -OtiTtf�--0ATA-- -L- STA, 12+92 RT �� 'r Q10 = 0.7 CFS TALL GRASS � '�� /� V10 = 0.3 FPS INV. EL = 1.50' O BEGIN TRENCHLESS NATURE CONSE°VA�CY INSTAI_LATION DB 127 PG 7�4 UG_TEL STAo 5+00,00 MB R3 PG 5 -L- STAo 9+50�00 WITH 24"X36"X30" HA�DHOLE SITE/I � PROP, MCNC 2" HDPE TRIDUCT 20' BELOW BOTTOM OF RIVER UTILITY NOTES L THIS PLAN IS FOR ENVIRONMENTAL PERMITTING ONLY, 2, PROPOSED HORIZONTAL ALIGNIvIENT IS FOR REFERENCE ONLY, 3, NO DAMAGE IS ALLOWED TO WETLAND OR STREAM BY TRENCHLESS METHODS, 4, IT IS THE CONTRACTOR'S R�SPONSIBII_ITY TO HAVE BORE PATHS DESIGNED AND SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEERo /, �•`-...,, �. �. .-, 21" PCCS;120°SKEW; SBG FROM -L- STA. 14+42 LT TO 36'-b" CLEAR ROADWAY _L- STAa 15+87 LT � � � i � 1� � � �- � o TALL GRASS �';� z � o° o ° �_ f-, � � , + ° , . � I � -v W ; � � O �' 1 ��i �� O �I � � �o � � � �' UMTEG STATES OF AMERICA �� o �'-� �o � ��I� � D��APPROACH SLAB FISH DB �7351 �DL13E SVC �-�J � � Z I1�� =-_ '- Q �n i 14�42 90+/ F��f1 72�� ,ii �cC �i — _ �—�"� — -- --� _�__ _ �!�-�-�i��,-�c,�- _ � � �- � o - � - � �S T A 5fitz, +6+: � . �\\ _ S-f�IPI�AP �'�' �� - - _ , + , 0 � -- - � � � �/-�`` � �;. — " _- 1 s,, � o0 0�� a„—„ ---�N1� H 24"X-�f�" �� 8"! a / 1 '� %j 4l / j /, ! �� / �!% P� / � /�0 % i (�� / / � i i / / �� ` /`�� 1/ u' // ,' � , �/ ' ; � �� / i � � � / % ��,, �� j//� %� � . . �� % /a ' � � �%' �/ ; EXIST, STRUCTURE �470056 HYDE COUNTY ON US 269 OVER LONG SHOAL RIVER �DENOTES IMPACTS IN SURFACE WATER j/�/%i%��%�� DENOTES FILL IN WETLAND ! DENOTES TEMPORARY HAND ; T C H CLEARING IN WETLAND TEMPORARY IMPACT �DENOTES PERMANENT HAND CLEARING IN WETLAND PERMANENT IMPACT 4 B�"'c�ST NC GRID ZQ�I O NAD 83 NA O + \ -_ - `°�--� -_� r� � _ ERISTING A/14 � ` 40 EST. 1 TON CLASS B RIP RAP 040 /�� EST. 5 SY GEOTEXTILE FABRIC SITE 4 �' % EXISTING �U�CNC FIBER rA�� GRASs (��-'��T,X - L-fRtK 4."-1��E T,R I D U C T ;-�'� ��TOM OF RIVER SBG FROM -L- STA,14+21RT TO -L- STA.14+70 RT OUTLET DATA PROP. 2" HDPE TRIDUCT - MCNC FIBER RELOCATION Q10 = 0.3 CFS V10 = 0.2 FPS Oq INV. EL. = 0.96' UNITE� STAT�S C� A�AERICA FISH ANG WILCUFF SVC NC GEED FOJND UTILITY OWNFRS ON THIS PROJECTa CENTURY LINK UTILITYe TELEPHONE CONTACToRYAN FULCHER PHONEe 252-637-7130 MCNC UTILITYa TELEPHONE PHONE: 919-248-1900 TIDELAND ELECTRIC MEMBERSHIP CO-OP UTILITYe ELECTRIC PHONE:252-943-3046 .� � • .� • � � � PROIECT REfERENCE NO. I SHEEf NO. WW SHEET NO. ROADWAY DESIGN HYDRAULIC ENGINEER ENGINEER I'RELIMIN�Y �L,�NS DO NOT Ufi6 FO CON6'f'RUCTION C �_ -- —_ _ — —T— — — — — _ — 0 o W TO MANTEO/ SR II00 0 0 '� —3 w — — - i�- - ----- z_Ft�—___ -- -- (FO) TE CABLE — y � ffi5' l/!C. 7YP. � D PAVEMENT - POT STA.�7 �;30-0� �END TRENCHL�SS INST� ATION UG_ E�L STAo 13+50,25 -L- STA, 18+00,00 WITH 24"X36"X30" HANDHOLE OUTLET DATA Q10 = 0.4 CFS V10 = 0.3 FPS INV. EL. = 0.69' UTILITIES BY OTHERS CAMA JURISDICTIONAL PRIMARY NURSERY AREA IN-WATER MORATOHIUM FPOM FEBRUARY 15 THROUGH SEPTEMBER 30 ALL WETLAND AREAS DETERMINED METHOD II MODIFIED CLEARING BY CLAY WILLIS DIVISION ENVIRONMENTAL OFFICER AS POCKET A,B.C,o PERMIT DRAWING THE HISTORIC HIGH WATER MARK OF 1.26- S H E ET O F DETERMWED BY PHYSICAL EVIDENCE 20 __.........__ _.--.--_._.__.__._....___..... � _....._.___._.__.___ _ . ; , Y.__.___..____—.._...__.;___..._..__._._... _ _._.__ � �....._._.__...___.___. -._ ^ _._._.._....._........__�___. . _. �_.__ , ! __. � �_ �.___- --.__ __.._.�..__._..._._..___._...____._; _ _.—_ ___� � _.__.________ _.__ _ � --- -� - _ __ , , �- -BfG�td � hiCHLES�--� --�—�-- _-� J PI - l3f -€N�€R �8 � � (�� ' —� � TAL _ i'l O t� { �— _._ i _ _ '. . _._ _... ..- -- �3{i`tft�1��H; ,.8 SPAt�i-- 1 �351" 1 C��6� ` 1�'t5 i _- EL - 44' { : , —_.. ._'_.___ IN�TA1l7a --UG-T A...5 =�--Afl.��-, - . .__ + .._. .- -- . . .-- - vC = 298'- K r -- , A. l�+-a11.2� - ; t- . +5fi-0A 3 --- ...._ f t _..._._._ _ ......----- ? ��S -lS�Om h �RA9E �6 �.�.°�' --- � — I ----__ -...._----- — -- - _8-9� � __- __---� ��.��N6+IL � - - .. _.. _ t _.__- - - �--- -i-- �_ �- - - -_ � � ; NSi"p,t�1 j� . . � _ i _ _ ' ' _ , �C� Si"A.. _ . _... _ ... . ____ — _ � _... _ _.. _ ...... �. --- _ i _.... __... _. _ ..� _ _..:_ _ _ _ _._ .�_. . _ .. :—P►�. __. _ .. j ._. _ ....... _ _..... _ �- � _ _ ; _. . ... ... _, . a __ STA.-�8 + 91.�$�- _ . - ' - t_ f �._.. - - -- 1 - �--- - 1 Pl= 17+30.00 � ___. ;._. / _ /0%/ .0 , ---- ! .._._ - . .. ---r__....__..G�Q�.. �- ----.._._- --i--.._ .._---- . � ___.---- .- _ � , — , r E! _ ?.39—�. _-- -- � -- (+JOrB � ` °. � , � ._ _ � . , , __ .. __ . ..._ � _. 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' � _ _ '_ _____ . - __ _- _ �._ . __ _ � i i _ _.._ _ .._" _ _. ,_._. . ..__'__ .. .._.. .___ .___.... ....._ _________ . ._...._._ ..._'___ . __...__. . __._..._ . ...... _ _...._ ..__.._._' _____ __ _ - ' ._..._.......... ..�.... .... _._._ ... . . ...... .. .._. ....._._ .. � .... ...__.._ L __.... .. ....._..___ _..._._____' __ _ _._.__ _ � _- .. ..-.___ � I 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 ��'�� STRUCTURE HYDRAULIC DATA �➢�� DESIGA� DISCHARGE _ 1000 CFS �� DESIGN FREQUENCY = 50 YRS DIVISI�N �F HIGHR'.�YS DESIGN WS ELEVATION = 2°0 FT TRENCHLESS DRILL NOTES: H�ID� C�UN'I°Y BASE DISCHAPGE _ 1200 CFS - ATTENTION IS DIRECTED TO SECTIONS i02, 107, AND 1550 OF THE STANDARD SPECIFICATIONS BASE FREQUENCY = /OO YRS CONCERNING TRENCHLESS INSTALLATION. NO DAMAGE IS ALLOWED TO THE WETLANDOR STREAM 1DROJECI°:17B1�.l.ld.l�i6 (SF-�70056) BASE WS ELEVATION = 2eO6 FT BY THE TRENCHLESS INSTALLATION. THE CONTRACTOR'S ENGINEER SHALL DESIGN THE INSTALLATION �EF�Ll�CEMEN°I' �F BI�II)GE OT DISCHARGE = 2920 CFS METHOD AND ON-SITE OVERSIGHT. OT FREQUENCY = 500f YRS N�.47005�i �N us2�� OT �VS ELEVA,TION = 2e.3 FT - THE INSTALLATION AND VERTICAL BORE PATHS SHOWN ARE BASED ON INFORMATION AVAILABLE AT p�EIa Y,ONG SHO.�I, RIVER THIS TIME AND ARE FOR PERMITTING REASONS ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR *ROADVVAY LOW POINT TO DESIGN�ENGINEER THE PROPOSED ALIGNMENTS. 3H�E°l° �F 05 % 05 % 15 M_. . . ... . ..:.�. ... �. � .. ... .. . .. ...: , ... .. : : .:. ..:�. - :.�..� :..� . � . O 2.5 5 PROJ. REFERENCE NO. SHEEf NO. �, N _ _ . _ �, ' � 17BP.1.R.67 X-4 m - 75 70 65 60 55 SA 45 40 35 30 25 2U 15 3D 5 0 5 10 ; 15 20 25 30 �' 35 40 45 50 �T � j� �°� � e _. _ _ _. � _.. 1'V 11./i �l �� . � �_ . � _ �� DIVISION OF HIGHWAYS _. J � HYDE COUNTY /5 _ _ _ :: ': � _ FROJECT:17BP1.R.67 (SF-470056) \' .. _ . � REPLACEMENT �F BRIDGE /0 _ . 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