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HomeMy WebLinkAbout58381_NC DOT_20120322❑ CAMA / ❑ DREDGE & FILLS" GENERAL PERMIT Previous permit# ❑New ❑Modification El Complete Reissue El Partial Reissue Date previous permit issued As authorized by the State of North Carolina, Department of Environment and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC ❑ Rules attached. Applicant Name Project Location: County Address Street Address/ State Road/ Lot #(s) City State ZIP Phone # O Fax # O Subdivision Authorized Agent 1' City ZIP Affected ❑ CW ❑ EW ❑ PTA ❑ ES ❑ PTS Phone # O River Basin AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A Adj. Wtr. Body (nat /man /unkn) ❑ PWS: ❑FC: ORW: yes / no PNA yes / no Crit.Hab. yes / no Closest Maj. Wtr. Body Type of Project/ Activity Pier (dock) length Platform(s) Finger piers) Groin length number Bulkhead/ Riprap length avg distance offshore max distance offshore Basin, channel cubic yards_ Boat ramp Boathouse/ Boatlift Beach Bulldozing Other Shoreline Length SAV: not sure yes no Sandbags: not sure yes no Moratorium: n/a yes no Photos: yes no Waiver Attached: yes no A building permit may be required by: Notes/ Special Conditions Agent or Applicant Printed Name Signature Please read compliance statement on back of permit" Application Fee(s) Check # (Scale: ) I See note on back regarding River Basin rules. Permit Officer's Signature Issuing Date Expiration Date Local Planningjurisdiction Rover File Name Statement of Compliance and Consistency This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian landowner(s) . The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available information and belief, certify that this project is consistent with the North Carolina Coastal Management Program. River Basin Rules Applicable To Your Project: (Tar - Pamlico River Basin Buffer Rules ❑ Other: ❑ Neuse River Basin Buffer Rules If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215) for more information on how to complywith these buffer rules. Division of Coastal Management Offices Raleigh Office Morehead City Headquarters Mailing Address: 400 Commerce Ave 1638 Mail Service Center Morehead City, NC 28557 Raleigh, NC 27699-1638 252-808-2808/ 1-888ARCOAST Location: Fax: 252-247-3330 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 Fax:919-733-1495 (Serves: Carteret, Craven, Onslow -above New River Inlet- and Pamlico Counties) Elizabeth City District 1367 U.S. 17 South Elizabeth City, NC 27909 252-264-3901 Fax: 252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Washington District 943 Washington Square Mall Washington, NC 27889 252-946-6481 Fax: 252-948-0478 (Serves: Beaufort, Bertie, Hertford, Hyde, Tyrrell and Washington Counties) Wilmington District 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 910-796-7215 Fax:910-395-3964 (Serves: Brunswick, New Hanover, Onslow -below New River Inlet- and Pender Counties) Revised 08/09/06 94,'A" E NCDENR North Carolina Department of Environment and Division of Coastal Management Beverly Eaves Perdue Braxton C. Davis Governor Director March 22, 2012 NCDOT c/o Gregory Thorpe 1598 Mail Service Center Raleigh, N.C. 27699-1598 Dear Mr. Thorpe: Natural Resources Dee Freeman Secretary Attached is General Permit #58381 C to replace the existing bridge with a 33' wide X 130' long bridge and associated infrastructure at bridge # 42, on SR 1003, Aurora, North Carolina. In order to validate this permit, please sign the permit as indicated. Retain the white copy for your files and return the signed yellow and pink copies to us in the enclosed, self-addressed envelope. If the signed permit copies are not returned to this office before the initiation of development, you will be working without authorization and will be subject to a Notice of Violation and subsequent civil penalties. We appreciate your early attention to this matter. Sincerely, Stephen Lane Coastal Management Representative rcb Enclosures 400 Commerce Ave., Morehead City, NC 28557 Phone: 252-808-28081 FAX: 252-247-3330 Internet: www.nccoastalmanagement.net An Equal Opportunity 1 Affirmative Action Employer NorthCarolina Naturally BUFFER AUTHORIZATION CERTIFICATION FOR BRIDGE REPLACEMENT PROJECTS A riparian buffer authorization is required for bridge replacement activities within the Neuse and Tar - Pamlico River basins per Division of Water Quality (DWQ) regulations 15A NCAC 02B.0233 &.0259. The Division of Coastal Management (DCM) through a Memorandum of Understanding with the Division of Water Quality (DWQ) has reviewed your project proposal, determined that the project as proposed complies with the aforementioned regulations, and made a "no practical alternatives" determination per those regulations. Those activities covered by your Coastal Area Management Act (CAMA) permit have received Buffer authorization as long as the project is constructed in a manner that continues to meet all of the conditions listed below. Failure to comply with this Buffer Authorization shall subject the property owner & the party (contractor) performing the construction &/or land clearing to a civil penalty of up to $25,000 per day per violation. 1) All stormwater runoff shall be directed as sheetflow through stream buffers at non-erosive velocities, unless otherwise approved by this certification. 2) All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the preconstruction contoubs and re -vegetated. Maintained buffers shall be permanently re - vegetated 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 NCDCT maintenance activities including mowing. The area with non -maintained buffers shall be permanently re -vegetated with native woody species before the next growing season following completion of construction. 3) Pursuant to NCACISA 213 .0233 & .0259, sediment and erosion control devices shall not be placed in Zone 1 of any Neuse or Tar -Pamlico Buffer without prior approval by NCDWQ. At this time, NCDWQ 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. 4) 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. Please refer to the most current version of Stormwater Best Management Practices. By your signature below you agree to be held responsible for meeting all of the above listed conditions and verify that all information is complete and accurate. Agent or Applicant Printed Name Permit Officer's Signature Agent or Applicant Signature Issue Date CAMA GENERAL PERMIT#: Aioplicart:N C 1 G o T3 P% Date: Describe below the HABITAT disturbances for the application. All values should match ti a name, and units of measurement found in your Habitat code sheet. '�52.3D13.210h .. x.',33 300A-37 TOTAL Sq. Ft. FINAL Sq. Ft. TOTAL Feet FINAL Feet (Applied for. (Anticipated final (Applied fo(. (Anticipated final Habitat Nam2Choose DISTURB TYPE Disturbance total includes any disturbance. Excludes any Disturbance total includes disturbance. Excludes any One • anticipated restoration any anticipated restoration and/or restoration or and/or temp restoration or temp impact ternp impacts) impact amount) lemp impacts) amount W'4'� Dredge ❑ Fill ❑ Both ❑ Other y� i ✓Af-/, tf Dredge ❑ Fill EJI Both ❑ Other ❑ y � W eNG � f bredge ❑ Fill 7olh ❑ Other ['I' Dredge ❑ Fill ❑ Both ❑ Other [ k136 �13� Dredge ❑ Fill ❑ Both ❑ Other U J- l� `(° L✓� " �J Drodge ElFill LlBoth ElOther [' bC (� o � / Dredge ❑ . Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ . Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ '�52.3D13.210h .. x.',33 300A-37 BEVERLY EAVES PERDUE GOVERNOR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION January 31, 2012 Mr. Brian Wrenn N. C. Dept. of Env. and Natural Resources Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 Dear Sirs: 2012 EUGENE A. CONTI, JR. SECRETARY Mr. Stephen Lane N. C. Dept. of Env. and Natural Resources Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 Subject: Application for a Section 401 Water Quality Certification, Tar -Pam Riparian Buffer Authorization Request, CAMA General Permits, and Notice of Use of Section 404 Nationwide Permits 3 and 12 for the replacement of Bridge No. 42 over Durham Creek on SR 1003 (Tunstall Swamp Road) in Beaufort County; TIP Project B-4421; Federal Aid Project No. BRSTP-1003(31); State Project No.8.2151301. Debit $800 from WBS 33694.1.1 Please find enclosed Pre -Construction Notification (PCN), CAMA Major Permit (MP) forms, permit drawings, buffer drawings, utility drawings, utility narrative, stormwater management plan, adjacent riparian landowner certified mail receipts, U.S. Coast Guard advanced approval letter, and roadway plans for the above referenced project proposed by the North Carolina Department of Transportation (NCDOT). A Programmatic Categorical Exclusion (PCE) was completed for this project on February 22, 2011 and distributed shortly thereafter. Additional copies are available upon request. The NCDOT proposes to replace existing Bridge 42 over Durham Creek on SR 1003 (Tunstall Swamp Road) in Beaufort County. The project involves replacement of the existing 104 -foot bridge and approaches with a new 130 -foot bridge and approaches. The new bridge will feature two 11 -foot lanes with 6 -foot offsets. The west approach will be approximately 180.6 feet long and the east approach will be approximately 188.8 feet long. Proposed permanent impacts to riparian wetlands are 0.01 acre for fill. Traffic will be detoured off-site during construction. This project calls for a letting date of September 18, 2012 and a review date of August 7, 2012; however, the let date may advance as additional funding becomes available. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT SECTION 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG LOCATION: 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610-4328 Regulatory Approvals Section 404 Permit: The NCDOT intends to proceed with the construction of this project under Nationwide Permits 3 and 12. All general conditions will be met and therefore NCDOT is not requesting written approval from the U.S. Army Corps of Engineers. Section 401 Permit: We anticipate 401 General Certification numbers 3687 and 3819 will apply to this project. NCDOT is requesting written concurrence from the North Carolina Department of Environmental and Natural Resources, Division of Water Quality. We are providing five copies of this application to the NCDWQ for their approval. Tar -Pamlico Riparian Buffer: NCDOT requests that the NC Division of Water Quality review this application and issue a written approval for a Tar -Pamlico Riparian Buffer Authorization. CAMA: NCDOT requests that the proposed work be authorized under Coastal Area Management Act General Permits for bridges and utility relocation. Adjacent riparian landowner return receipts will be forwarded once they become available. Authorization to debit the $800 Permit Application Fee from WBS Element 33694.1.1 is hereby given. A copy of this permit application and its distribution list will be posted on the NCDOT website at http://www.ncdot.org/doh/preconstruct/pe/neu/permit.html. If you have any questions or need additional information, please contact Chris Underwood at (919) 707-6158. Sincerely, E ' �� ? &'* Tv Gregory J. Thorpe, Ph.D., Manager Project Development and Environmental Analysis cc NCDOT Permit Application Standard Distribution List. 2 O(�OF W A T F9 Oqz � Office Use Only. Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 3 12 or General Permit (GP) number: 1c. Has the N WP or GP number been verified by the Corps? ❑ Yes ® No 1d. Type(s) of approval sought from the DWQ (check all that apply): ® 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 because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ® No For the record only for Corps Permit: ® Yes ❑ 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 fee program. ❑ Yes ® No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ® Yes ❑ No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ® Yes ❑ No 2. Project Information 2a. Name of project: Replacement of Bridge 42 over Durham Creek on SR 1003 2b. County: Beaufort 2c. Nearest municipality / town: Aurora 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no. - o:3. B-4421 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC i f applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6158 3g. Fax no.: (919) 212-5785 3h. Email address: csunderwood@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.2951 Longitude: - 76.8730 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: —2 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Durham Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C NSW 2c. River basin: Tar 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: Forested 3b. List the total estimated acreage of all existing wetlands on the property.- roperty:>1 >1 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 200 3d. Explain the purpose of the proposed project: To replace a bridge on FHWA"s Highway Bridge Program. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 104 -foot bridge with a 130 -foot, 3 -span bridge on the existing alignment with an off-site detour. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ® Yes ❑ No ❑ Unknown ro ect (including all prior phases) in the past? P 1 c 9 P� P )� Comments: 4b. If the Corps made the jurisdictional determination, what type ®Preliminary El Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT Name (if known): Veronica Barnes Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. June 20, 2011 5. Project History 5a. Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ® 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. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non -404, other) (acres) Temporary T Sitell ®P ❑ T Fill bottomland ® Yes ® Corps 0.01 hardwood ❑ No ❑ DWQ Site 2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ Site 5 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ Site 6 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ 2g. Total wetland impacts 0.01 permanent 0.0 temp 2h. Comments: There will be 0.02 ac of hand clearing due to bridge construction. Proposed temporary impacts of <0.01 ac of Temporary Fill in the Hand Clearing areas, for the installation of erosion control measures, including Temporary Silt Fence and/or Special Sediment Control Fence. Additionally, there will be <0.01 acre of fill for utility poles and 0.15 ac of hand clearing for utility relocations. 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. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps - 404, 10 width Temporary (T) (INT)? DWQ — non -404, (feet) other) ❑ PER ❑ Corps Site 1 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 2 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 3 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 4 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 5 ❑ P ❑ T ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 3i. Comments: 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 individually list all open water impacts below. 4a. Open water impact number — Permanent (P) or Temporary 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 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 any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ®Tar -Pamlico ❑Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number- Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporary T required? B1 ®P ❑ T Bridge Durham Creek ® Nos 568 34 B2 ® P ❑ T Road Crossing Durham Creek ® Nos 699 797 B3 ® P [-IT Utility Relocation Durham Creek ® Nos 2,529 1,595 6h. Total buffer impacts 3,796 2,426 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed bridge is 26 feet longer than the existing bridge with the corresponding removal of fill and the opening up of area under the bridge; the proposed bridge will be at approximately the same grade as the existing structure; an off site detour will be used; 3:1 fill slopes will be used where practicable; the use of a pre -formed scour hole. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. No deck drains on bridge; no direct discharge into wetlands or buffer; top-down construction; adherence to an in -water construction moratorium from February 15 to June 15 due to anadromous fish. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ® No If no, explain: Due to the minimal amount of impacts, no miti ation is proposed. 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigat ion option will be used for this project? ❑ Mitigation bank El Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 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: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 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 buffer mitigation? ❑ Yes ® No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (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: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. ® Yes ❑ No Comments: If required from 1a, see attached buffer permit drawings. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? ® 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: See attached permit drawings. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ® DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally -implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ® Coastal counties 4a. Which of the following state -implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ® No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? 0 Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the ® 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 ❑ 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 ® Yes ❑ No letter.) 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 ® No or Riparian Buffer Rules (15A NCAC 213 .0200)? 2b. Is this an after -the -fact permit application? ❑ Yes ® 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 additional development, which could impact nearby downstream water quality? ® No 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. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 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. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? F-1 Raleigh 5c. If yes, ind icate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The USFWS County Website. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 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 ® 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? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ® Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps �- 1-,3c) 3c) Dr. Gregory J. Thorpe, Ph D . Applicant/Agent's Printed NameDate Ap lican Agent s Signature (Agent's signature is valid only if an authorization letter from the applicant isprovided.) STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE GOVERNOR January 27, 2012 C.T. Allen 372 Spring Branch Road Aurora, NC 27608 Dear Landowner: EUGENE A. CONTI, JR. SECRETARY The North Carolina Department of Transportation is planning to replace bridge number 46 on SR 1003 over Durham Creek. The proposed project will replace the aging existing structure over Durham Creek. The project will replace the existing 104 -foot bridge with a 130 -foot bridge. The additional length will allow for the replacement of a substandard structure as well as improve the existing floodplain. This project 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. A permit application, vicinity map and site drawings are enclosed for your review. The attached form is submitted to ensure that you have an opportunity to comment on the proposal. The work planned is depicted in the attached drawing. If you have no objections to the proposal, please return the form with your response within 10 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, Gregory J. Thorpe, Ph.D., Manager Project Development & Environmental Analysis Enclosures cc: Stephen Lane, NCDCM File—TIP B-4421 MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG Location: 1020 Birch Ridge Drive Raleigh, NC 27610 ADJACENT RIPARIAN LANDOWNER STATEMENT (Beaufort County: Replace Bridge No. 46 over Durham Creek) NCDOT TIP B-4421 General Statutes and Division of Coastal Management General Permit approval procedures require that riparian landowners with property adjoining a proposed development in an Area of Environmental Concern (AEC) be given ten (10) days in which to comment on the proposed development. This form allows the adjacent riparian landowner to express either: (1) that he objects to the project; or, (2) that he does not object and desires to waive his/her right to the 10 -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 replacing Bridge No. 46 over Durham Creek in Beaufort 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 STATE OF NORTH CAROLINA DEPARTWNT OF TRANSPORTATION BEVERLY EAVES PERDUE GOVERNOR January 27, 2012 Darrel B. Cayton, Sr. Carl D. Cayton, Sr. 2331 Tunstall Swamp Road Aurora, NC 27608 Dear Landowner: EUGENE A. CONTI, JR. SECRETARY The North Carolina Department of Transportation is planning to replace bridge number 46 on SR 1003 over Durham Creek. The proposed project will replace the aging existing structure over Durham Creek. The project will replace the existing 104 -foot bridge with a 130 -foot bridge. The additional length will allow for the replacement of a substandard structure as well as improve the existing floodplain. This project 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. A permit application, vicinity map and site drawings are enclosed for your review. The attached form is submitted to ensure that you have an opportunity to comment on the proposal. The work planned is depicted in the attached drawing. If you have no objections to the proposal, please return the form with your response within 10 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 t,, (-P✓Gregory J. Thorpe, Ph.D., Manager Project Development & Environmental Analysis Enclosures cc: Stephen Lane, NCDCM File —TIP B-4421 MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG Location: 1020 Birch Ridge Drive Raleigh, NC 27610 ADJACENT RIPARIAN LANDOWNER STATEMENT (Beaufort County: Replace Bridge No. 46 over Durham Creek) NCDOT TIP B-4421 General Statutes and Division of Coastal Management General Permit approval procedures require that riparian landowners with property adjoining a proposed development in an Area of Environmental Concern (AEC) be given ten (10) days in which to comment on the proposed development. This form allows the adjacent riparian landowner to express either: (1) that he objects to the project; or, (2) that he does not object and desires to waive his/her right to the 10 -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 replacing Bridge No. 46 over Durham Creek in Beaufort 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 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE GOVERNOR January 27, 2012 Mary Bennett Brigman 106 Henry Street Hamlet, NC 28345 Dear Landowner: EUGENE A. CONTI, JR. SECRETARY The North Carolina Department of Transportation is planning to replace bridge number 46 on SR 1003 over Durham Creek. The proposed project will replace the aging existing structure over Durham Creek. The project will replace the existing 104 -foot bridge with a 130 -foot bridge. The additional length will allow for the replacement of a substandard structure as well as improve the existing floodplain. This project 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. A permit application, vicinity map and site drawings are enclosed for your review. The attached form is submitted to ensure that you have an opportunity to comment on the proposal. The work planned is depicted in the attached drawing. If you have no objections to the proposal, please return the form with your response within 10 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, �, ` /J,( -- Gregory J. Thorpe, Ph.D., Manager Project Development & Environmental Analysis Enclosures cc: Stephen Lane, NCDCM File—TIP B-4421 MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG Location: 1020 Birch Ridge Drive Raleigh, NC 27610 ADJACENT RIPARIAN LANDOWNER STATEMENT (Beaufort County: Replace Bridge No. 46 over Durham Creek) NCDOT TIP B-4421 General Statutes and Division of Coastal Management General Permit approval procedures require that riparian landowners with property adjoining a proposed development in an Area of Environmental Concern (AEC) be given ten (10) days in which to comment on the proposed development. This form allows the adjacent riparian landowner to express either: (1) that he objects to the project; or, (2) that he does not object and desires to waive his/her right to the 10 -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 replacing Bridge No. 46 over Durham Creek in Beaufort 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 111M irrucanox for Major Development Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name NCDOT Project Name (if applicable) B-4421 (33694.1.1) Applicant 1: First Name Gregory MI J. Last Name Thorpe Agent/ Contractor 2: First Name Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(,) with names listed. City Mailing AddressCity 1598 Mail Service Center PO Box Raleigh Phone No. 1 State NC ZIP 27699 1598 Country Phone No. 919 - 707 - 6100 ext. FAX No. 919 - 212 - 5785 Street Address (if different from above) City State State ZIP Email 2. Agent/Contractor Information Business Name Agent/ Contractor 1: First Name MI Last Name Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State ZIP Phone No. 1 ext. Phone No. 2 ext. FAX No. Contractor # Street Address (if different from above) City State ZIP Email <Form continues on back> 252-808-2808 .. 1-888-4RCOAST .. www.nccoastaImanagement.net Form DCM MP -1 (Page 2 of 5) APPLICATION for Major Development Permit I Project Location County (can be multiple) Street Address State Rd. # Beaufort 263' SR 1003 Subdivision Name City State Zip Phone No. Lot No. (s) (if many, attach additional page with list) - - ext. I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Tar -Pamlico Durham Creek 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 Pamlico River e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ❑Yes ®No work falls within. 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 263' 50,220 sq ft (inside RNV limits) c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or NWL (normal water level) (If many lot sizes, please attach additional page with a list) 4.0'- 11.0' ❑NHW or ®NWL e. Vegetation on tract Red maple, sweetgum, tulip poplar, swamp black gum, bald cypress, water oak, white oak, loblolly pine, sweet bay, wax myrtle, elderberry,greenbher, muscadine grape, royal fem, cinnamon fern, bulrush, and Chinese privet. f. Man-made features and uses now on tract Existing SR 1003 road facility g. Identify and describe the existing land uses adjacent to the proposed project site. Bottomland hardwood forest, cypress -gum swamp, mixed pine -hardwood forest, two year old clearcut, maintained roadside. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? Agriculture -Forestry -Rural Housing and Conservation (Attach zoning compliance certificate, if applicable) ®Yes ❑No ❑NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes XNo k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. NYes ❑No ❑NA If yes, by whom? NCDOT I. Is the proposed project located in a National Registered Historic District or does it involve a Yes nNo [INA National Register listed or eligible property? <Form continues on next page> m. (i) Are there wetlands on the site? ®Yes [-]No (ii) Are there coastal wetlands on the site? ❑Yes ®No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes [:]No (Attach documentation, if available) 252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net Form DCM MP -1 (Page 3 of 5) n. Describe existing wastewater treatment facilities. N/A o. Describe existing drinking water supply source. p. Describe existing storm water management or treatment systems. None APPLICATION for Major Development Permit 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ElCommercial ®Public/Government ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. Replace existing bridge due to low sufficiency rating. Lengthen bridge and improve road facility and safety with widening and addition of guardrail c. Describe 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. Propose top/down construction with no temporary causeway(s). Typical construction equipment includes crane, bulldozer, dump trucks, motor grader, etc. d. List all development activities you propose. Replace/Lengthen bridge; Remove portion of existing road fill/causeway to improve bridge hydraulic conveyance and offset surface water being filled in. Addition of fill due to widening facility and raising of the existing road grade. The grade has to be raised to provide access for future bridge maintenance/inpseciton activities. e. Are the proposed activities maintenance of an existing project, new work, or both? Both f. What is the approximate total disturbed land area resulting from the proposed project? 0.48 ❑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. Proposed graded inlets on north and south side of travel lanes will discharge to the south side to a proposed preformed scour hole. i. Will wastewater or stormwater be discharged into a wetland? Yes ®No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ❑NA j. Is there any mitigation proposed? Yes ®No ❑NA If yes, attach a mitigation proposal. <Form continues on back> 6. Additional Information In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application 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 detailed to guide agency personnel unfamiliar with the area to the site. 252-808-2808 .. 1-888-4RCOAST .. www.nccoastaImanagement.net Form DCM MP -1 (Page 4 of 5) APPLICATION for Major Development Permit 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 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, permittee, 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 public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7. Certification and Permission to Enter on Land 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 follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date (-3o e i Z Print Name (-7 c3C414 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 252-808-2808 .. 1-888-4RCOAST .. www.nccoastaImanagement.net Commander 434 Crawford Street U.S. Department of united Stages Coast Guard RortsmouVi, Va. 23704.504 Homeland Security Fifth Coast Guar' District Step Symbol; dpb Phone- (757) 398-6422 United States Fax: (7571398-6334 Coast Guard Er€►ait� BtK.H.Bmzler*uscg.,ni1 16591 G APR 09 Mr. John Williams. P.E. North Carolina Department ol'Trattsportation 1551 Mail Service Center Raleigh. NC 27699- l 551 Dear fir. Williams: I apologize rear our late response to your letter of December 19. 2008. requesting Advance Permit Approval liar the following North Carolina Department of Transportation Bridge Replacement Projects: 1) B-4922. Bride a No. 23 over Knohbs Creek; 2) B-4787. Bridge No. 95 over Johnson's Mill Run: a) B-4772. Bridge No. 326 over Mill Branch Creek: 4) B-4736, Bridge No. 233 over Slacks Swamp. 5.) B-4728. Bridge No. 251 over Brush Creek; 6i B-4710. Bridge No. 3 over (gowns Creek: 7) B-471 1. Bridge No. 5 over Horsepin Branch; 9) B-4591, Bridge No. 4 over Island Creek: 9) B-4421'. Bridge No. 42 over Durliam Creek. 10) B-4418, Bridge No. 54 over St. Clair Creek: and 11) B-2948. Bridge No. 78 over Little Rockfish Creek The Coast Guard Authorization Act of 1982 exempts bridge projects from a Coast Guard bribee permit when the bridge project crosses non -tidal waters which are not used. susceptible to use in their natural condition. or susceptible to use by reasonable improvement as a mems to transport interstate commerce. The information provided with the aforementioned letter indicates that these bridge projects are exempt: therefore, a Coast Guard Bridge perntit will not be required for these proposed bridge replacement projects. These determinations are for the location and replacement of the Abovemendoned Bridge projects and are valid for five years from the date of this Ietter. 1J'the construction does not commence within this time period, you must contact this office for reaffirmation of this 16591 as APR 09 autho6zation. Further bridge projects along the same waterways will have to be independently evaluated before they may be considered for this determination, The fact that a Guard permit is not required does not relieve you of the responsibility for compliance with the requirements of any other Federal., State. or local agency who may have jurisdiction over any aspect of the project. Please contact Mr. Bill H. Brazier at the above address or telephone number for anv Further assistance. Sine v. W. G WAVERLYt GO JR. Chief". Bridge. Administration Branch By direction of the Commander Fifth Coast Guard District Copy: Coast Guard Sector North Carolina- Waterways Management I (Version 11; Released August 2011) Pro'ectlTiP No.: 8-4421 (33694.1.1 Coun let Project No.: B-4421 (33694.11) NCDOT Contact: Galen Cail Address: 1020 Birch Ridge Dr. Raleigh. N.C. 27610 Phone: 919.707,6711 Email- 2cailAncdot.gov Ci (Town: Aurora, N.C, River Basin(s): Tar -Pamlico Primary Receiving Water: Durham Creek NCDWQ Surface Water Classification for Primary Receiving Water Other Stroam Classification: 303(d) Impairments'. None I Desi or* Michael Kelly, TE- I Address: 1020 Birch Ridge Dr, Raleigh, N.C, 27610 Phone: 919,707,6731 Email: JmkelIy6@ngdt v .LqLgqy Beaufort nty? Yes ream Index No.: C,NS Class C risitive Waters (NSW) Date: Buffer Rules in Effect Tar-Pamhoo C 0 4 Project Length (fin. Miles or feet): 0,095 miles Total Project Area (ac): 1, 1 Sac Surrounding Land Use: Swamp, Wooded ........... Project Built -Upon Area (ac.) 0.32 ac. 0,26 ac, Typical Cross Section Description: 1 1'Travel Lanes, 6' Grass Shoulders,31 Side Slopes 10' Travel Lanes, 4' to 10' Grass Shoulders Average Daily Traffic (vah/hrlday): Design/Future: 1530 2032 Existing: 1050 2012 General Project Narrative: The project consists of replacing Bridge #42 on SR 1003 over Durham Creek with approximately 200' of approach work on each side of bridge. The approach work will consist of widening the travel lanes and providing grassed shoulders and guardrail. The existing 6 span timber bridge (103' total length) will be replaced with a 3 span (I @ 40'; 1 @ 50*; 1 @ 40'-- total 130') cored slab bridge, Reduces the number of bents in Durham Creek from 5 to 2. Best Mgmt Practices: -Promotion of sheet flow and infiltration with grassed shoulders except where shoulder berm gutter to 2GI's West of bridge, -No direct discharge into wetlands/buffer, Outlet drainage system West of bridge to Preformed Scour Hole. --Preformed Scour Hole at Sta. 14+54-L— RT, 15" Pipe. QIO= 0.7cfs. -Eliminated Deck Drains on bridge. -Removal of existing road fill under the bridge. Will improve bridge conveyance and reduce bridge opening velocities, 4 See .7f)W PA 1 -Of 1fk10x of ;nests sae .»mt r ^o r ry C. meltrdmw >y/wois M2 - 193,6 PROJECT X33 � 10Q 'a o6 s� 1534 1RZQ �9 30 Small 1423 �1433 193734 143 it 1427. VICINITY MAP DETOUR ROUTE 0--0--0--0 DIVISION ISION OF IG'HWAYS BEAUFORT COUNTY LOCATION: BRIDGE NO. 42 OVER DURHAM CREEK ON SR 1003 TYPE OF WORK: GRADING. PAVING. DRAINAGE. ANI) 1QTRr1rTTTPF nra _.. V erws� «wwtr a.ra«sc rc GRAPHIC SCALES DESIGN DATA PROJECT LENGTH St Mp_16,2011, B-54421 � N'aR[ �IgLtlq. SyE,PTEMBj . 1.$, 2012 ..4R9J,YU ..l.RlO'lfou 35694,1..1 LENGTH ROADWAY TIP PROJECT B-4421 = 0,070 MILES BRSTP 1003(31) P E. .. 00 prowad ad In tht offk6 C6 _.. V THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD Iil, GRAPHIC SCALES DESIGN DATA PROJECT LENGTH St Mp_16,2011, PROJECT Amar w s`',1��1 1 51 ADT 2012 = 1,050 ADT 2032 = 1,530 SyE,PTEMBj . 1.$, 2012 PROJECT DSSIQN L,VOMM �0 PLANS DHV = 12% LENGTH ROADWAY TIP PROJECT B-4421 = 0,070 MILES D - 80% LENGTH STRUCTURE TIP PROJECT B-4421 = 0 025 MILES 50 23 50 100 k i T = 13%. _..... _.. . _,. ....._.... ...., __... TOTAL LENGTH TIP PROJECT 8-4421 It,, , V - 60 MPH 0.095 MILES N (HORIZONTAL) •TTST= 7% DUAL = 6% OPROFILE Io 0 10 20 FDNC CLASS = RURAL MAJOR COLLECTOR V PROFILE (VERTICAL) SUBREGIONAL TIER 00 prowad ad In tht offk6 C6 DIVISION OF HIGHWAYS 1666 Bitch Ridto Dr., Raltgh NC, 27616 M SrANDARD SPZC XA27ONS ._ RIGHT OF WAYDATE: St Mp_16,2011, PROJECT Amar w LETTIII'G DATE: RICK. DEGOLA� PE. SyE,PTEMBj . 1.$, 2012 PROJECT DSSIQN L,VOMM Permit 7 .......... � I DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA w C u� U Eo L. al N 3 E C Q T S I (V Q V CO / C O N U) C 0 D O c E C 0 C LLJ LLJ a_ / U \ PROJECT REFERENCE NO. SHEET T PREFORMED SCOUR HOLE B-442/ 1 4 'NOT TO SCALE KW SHEET NO. PLAN VIEW NSTALL LEVEL ANC FLUSH RYE DATA ROADWAY DESIGN HYDRAUUCS I 111 NATURAL GROUND Pl sfa q P ENGINEER ENGINEER p = 9' 24" 37 11 WI WITH I \ RUN OF D 4 /1 3fJJ owl DBS R H T a 1.1 0D0 PRELIMIN RY PLANS L T ` u{�r i DO NOT VSE PO CONSTRUCTION S— H.I. (PSHI cl -� \ — s .rte �p Rpp bvin � i W: _ Permit Drrrawina gonoN &A \ / Sheet—.—�_o f' OR .� : ` \ RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT !k� * :k r PIPE (d 15. /' * \ 9k* * * :k* I I D P$RM OV�... _ * i ER:LA C1j5 8 uPc :kit * * * * WDH MLT L FABRIC'1'TUCK * * * :k* * * * I STA, ld-54-L-RT. * * * * * cy * :k\ woo45 * * w000S * * ... * * * 1' * * f * * * * * * :k * * * \ Jk * * * * * * * * * :k* * \ :k * : * * * \\ `, \- -L- CURVE DATA P/ Sta 19 —L— POT Sta.10+010A0 \ : * * * * * * * * * * \\ \ ' A - 924 372tRT) \ * D = t t4' 38.7 L= 22/73' MA" eENNET BRIOYAN . ET vrt T - IIIJI' \ * * dARRELL B CATTON SR.ET LL * * * * e * * \ } R = /.350DO \\. \ 5BA1 5Iy ,* * * * * * * * "per unite V\ - ++ BL -55 30 RL 02.91* * \\WD�o //m ELSEV.13.79' * * * / * * * * * • i t \ woos \ * * D0DS } J / * iEASTMG R * \ / --. �... _- _sc_: �--�— T .. '�, _ - :... - __ ... *... .. TELEPHONE LINES F \ - -- "- t5 `R -P-IV •� �l 8 .. ... GRA _ $ APPROI'fl4 E LOC �_— Bx -- o b SR TUN gL SWANP Ra 2r '•. ... AE AT OF - ._ _ / o \ TN•3 ._ TN z1L SRAM-]S>I " ' ` \ asa-- _ ^... Tp.S�N•_ Cls n RIP —� .� ` r / - , E>6TNG RA - * r w WOOD, - , T w0 * * * T%. 1. _ T SAE DET2iL Em /8+0720 MICHAEL DAYD *ATI _ DELL B CILTTON SR. ET LLBENT BRM t11AN . E7 TfT \ \ :k * * * . �DARRELL CATTON.SR.ET LL-* * * * *. I * * * * I \• ,� .. \ \` I` * * * * L �= `PT -st +289 * * �a C LLLM R V LL * b:� - ' - ISe * * * * * * * / \ * : / WOODS * * * * * * * * SODS * * * * AWOO\ 1 \ * * * } * \ <\ � \ ,\ * � * \' • F F DENOTES FILL IN WETLAND FOR —1 P OFILE; SEE/SHE 5 ® DENOTES HAND o�EssBR) //E� i ''�• ,' E APPROACH SLAB CLEARING loo / / FOR STRUCAiRE PLANS; . EE 5 EETS S—? THRU S—?? SCALE: P = 100' a O m U) U 0 CL E L CL T S N m / U) C _O N C D C\\i O L N T� n N S N Y / �- E nia �i➢iii .��.. AREA OF IMPACT IN SURFACE WATERS DUE TO PROPOSED PIERS= 24.9 sq.ft. <0.01 acres of Temporary Fill in the Hand Clearing areas for erosion control measures. ME Sheet U of -7 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Permanent Structure Fill In Size / Type Wetlands ac Temp. Excavation Mechanized Fill In in Clearing Wetlands Wetlands in Wetlands ac ac ac Hand Clearing in Wetlands ac Permanent SW impacts (ac) Temp. SW impacts ac Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. ft Natural Stream Design (ft) 1 13+54-L- LT. TO 0.01 0.01 14+81-L- LT. 1 16+14-L- RT. TO <0.01 0.01 16+85-L- RT. TOTALS: 1 0.01 0.02 AREA OF IMPACT IN SURFACE WATERS DUE TO PROPOSED PIERS= 24.9 sq.ft. <0.01 acres of Temporary Fill in the Hand Clearing areas for erosion control measures. ME Sheet U of -7 July 20, 2011 B-4421 Beaufort County According to the utilities information we have available there will not be an environmental impact for Century Links' facilities. They will be removing all aerial facilities on the north side of bridge and directional boring the creek on the north side to avoid conflict with proposed bridge construction. Contacted person is Joe A. Drewyor at (252) 637-7130 work and (252) 723-0010 mobile. Tideland EMC "power" has (1) pole and a 3-phase aerial lines crossing the existing bridge on the north side of Tunstall Swamp Road. Tideland EMC will move their aerial facilities to the south side of the bridge which will constitute an environmental impact with the wetlands. They have acquired their own easement for the relocation of their facilities. Contacted person is Kenneth Neal at (252) 943-8507. Beaufort County owns the water line which is in conflict with construction of the bridge. The water line will be relocated to the south of the bridge 5' inside the R/w line using trenchless method. There will not be an environmental impact. Contacted person is Curtis Jett at 252-975-0720. See Suet 1-A For Index of Sheets See Stmt 1-B For Conventional Symbols PROJECT 1970 � 19-M 19-H 1932 1933 1932 M4 VICINITY MAP DETOUR ROUTE--a--� L- - - - - - - - - - - - - - - - - - _. - - - - --- - - 333 30 1 Small im iPT S STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS -N--EU PERMIT DRAWING PLANS BEA UFORT COUNTY LOCATION: BRIDGE NO. 42 OVER DURHAM CREEK ON SR 1003 TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND STRUCTURE END TIP PROJECT B-4421 —L— STA. 18 + 07.20 �\ BEGIN BRIDGE -Ir STA. 14+85.56 J ITO-TUMSTki SIIAYP RW ~SR 1932_— Prepared In tre Office of. DIVISION OF HIGHWAYS 1000 Birch Ridiro Dr., RabilA NC, 27610 2006 STANDARD SPECn7CATT0NS GARY LOVERING, PE RIGHT OF WAY DATE: _SEPTEMBER 16, 2011 PROJECT ENGINEER RICK DECOLA, PE LETTING DATE: SEPTEMBER 18, 2012 PROJECT DESMY ENGINEER B-4421 Utility Perm 149 N-C B-4421 I 1 33694.1.1 BRSTP-1003 31 PE 33694.2.1 BRSTP-1003(311 RW ✓s, UTILITY Utility Perm 149 0 Nlll Wml ____rl l: Ll'SLSrLLSL' �1L• _w____w ______ w__r1a �.� 11 •S•1_ _____ _____ _____ _____ _____ ___w__r)<3'CIT. [TT_TI� T_ww_ •_ __ _______ ________III i •�__ _____ _____ ____ITT R.T_TIJT___ _____ __wwa7.__w_ ___ ..____ _____ _____ _____ rwrl n__w_ww1:S'1►�1.1•I41 ww__I�_____ ____r w____w________ww____wrl ____w_I•I �r1 rIL:i�1.7ww__r _____a��a�ar�___ ,w_►�w_w____a'l'i�•1 i.1_____________ rl_wlrlw ww_I .�•'1—�______r��--- __rrw_w_w_____________________rl__IrI��T-J __—� a__I a0a_w__a____r1 ------ L�1_ra__________rrl__I�_____a___I _w_rr` \______wrlrwa ___w.>•a_i _wII_/w_____wa__w_a/ i__w__ _w__\ ww_waI wwwa_ww_w__wwwaw___/. _______wwww__i ___w_wa.\_w___w____w__r!.'__r___w___w_w___ _w___ww\_ww__wwiw_w_rw/—a_w_wa____ww_I.__a_.y;1[�.iw.[•.■-r 11'.111�Iw _w______ �________w____l I____vL 1'.1f _1L1.1 LLC'LIL'__ ca_ __ara___\.____w_mom __w____ ________________��____!_______��_�__�_�_�_y�__------------ ______w_______ w___wa_w___•`www____w__YJa__w_a___ww_m f: T.1Tfi[4ttoR 71 I MR-- J'A ________ww_a\_________a_w_______//___wwa�r W----S!a-mm w_wwwwwa___ww �ww_w__aw_w_w_w__a � wwwwwww__w___a ��__www_ _w____a� Iwwwrw__i /_w_wwwwwi a_www _ww_w __________ _ww__ aw___w__ww ____w_____ __________ e s_aww_f__wr_I�w•�wrw`�_`�w•�wr_rw•�_wwswa _I>•_w ww aw____swwwswl� ••a_yw•�w•+._y_,a_�r_wwwww_wwr_ww__wwr_r_.a _�a_•t._!�w•�wr _i_wwi_i_i rzol rN . 1 ....:...:...... ...❖.❖.❖.❖...❖.❖.. / , IIII ......... SRs61: _ .r..\-'.��\\�"iii\��a�3■Pl�'�� y L :��Ii�Slfl AL1' N�►aiCi��\;;:'�,���e�3■11t, mow, ' . ..�� - �..... ;/ �� • ���i., . i.•,,� %�� :Y •• 5+00.00 �rl%-Z Z'F //„ '� •D': c yy�� // jj ' ' r 1 r 1 ) r it it .� ' r ' , ' -0t ,CLEARING IN SZI' PC 23 it .. CLEARING 40 IN BZ2 DBB 434 8 PC 563 08 346 PC 380 08 330 PC 161 MEN MEN MEN I ENNEEN INE101INNEWMINNE'IK1 100-MINE INEENINEINEWAr"WA INEINEINEM\INEIRE WEEEFAINE Im� � 11 , , 11 1 r1 1 11 1 11 I 11 1 11, WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) Al -L-14+95 TO 15+08 AERIAL POWER POLE 0.01 A2 L- STA. 16+97 POWER POLE <0.01 A3 L- STA. 16+94 TO 18+40 AERIAL POWER POLE 0.14 TOTALS: <.01 0.00 0.15 1 0.00 0.00 0.00 0.00 0.00 Revised 3131105 Utility Permit Drawing Sheet_ 3 of y BUFFER IMPACTS IMPACT STATION •REPLACEMENT 15+08 to 15+35-L • . -_-m_m__-- • -- Utility Permit Drawing Sheet Liof L L1� See Sheet VA For 1'rktex af Shed's .>ee 7rwr i v rot (,weniranot by"os .1932 = PROJECT 33 ' i00 �Q 3 33," ," 1920 i ,,30 LU2 1912 Small 1923 1932 1934 - 1927 <(0� 1927 VICINITY MAP DETOUR ROUTE STAOT OF NORT'H CAROLINA DIVISION 014" HIC -1-HWAYS BEAUFORT COUNTY LOCATION: BRIDGE NO. 42 OVER DURHAM CREEK ON SR 1003 TYPE OF WORK. GRADING, PAVING) DRAINAGE, AND STRUCTURE URE CIC END TIP PROJECT B-4421 -L- STA. 18 + 07.20 1 BEGIN BRIDGE v -L- STA. 14+85.56 END BRIDGE -L- STA. 16+18.44 BEGIN TIP PROJECT B--4421 L- STA. 13 + 05.00 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. `, CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. roc. ..r B-4421 Bran Mol Na � r.APFDI wn Buffer Drawing ,.... MIR7tATov.. ......E...:.: f t Yykq�'4M�a �+ N INCOMPLETE PLANS .:Y"N Rfi no Ncer va PDP P/w wCO MITION PRELIMINARY PIANS 00 NOT it" POP C.DNsi9lrJ�'{Wj{ Pr#Xred to Me Office of: DIVISION OF WGHWAYS 1000 Ditch Rldv Dr., Ra1dg1, NC, 27610 UN DTANLURD 8PXW1C4rMK7 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH LETTING DATE: 5 q o �o � Aar 2012 = 1,050 ADT 2032 = 1,530 FRQi&Crt>asrwv axomRax 00 THPIANS 111 �...� DHDV - 12% LENGTH ROADWAY TIP PROJECT B-4421 = 0.070 MILES 80%LENGTH STRUCTURE TIP PROJECT B-4421 = 0,025 MILES r-1 1-1 50 25 50 100 `lin _..0194 T 13%* V 60 MPH _ . ........_ _,... _...... ... TOTAL LENGTH TIP PROJECT B--4421 = 0.095 MILES PROFILE (HORIZONTAL) •TTST=7% DUAL=6% O i`'10 20 FUNC CLASS = 10 ,, RURAL MAJOR COLLECTOR _�■�(_.�rl� PROFILE (VERTICAL) SUBREGIONAL TIER roc. ..r B-4421 Bran Mol Na � r.APFDI wn Buffer Drawing ,.... MIR7tATov.. ......E...:.: f t Yykq�'4M�a �+ N INCOMPLETE PLANS .:Y"N Rfi no Ncer va PDP P/w wCO MITION PRELIMINARY PIANS 00 NOT it" POP C.DNsi9lrJ�'{Wj{ Pr#Xred to Me Office of: DIVISION OF WGHWAYS 1000 Ditch Rldv Dr., Ra1dg1, NC, 27610 UN DTANLURD 8PXW1C4rMK7 Of+��_ RIGHT OF WAY DATE, SJiPTE�!�SI�EB_1�,..2411 LETTING DATE: RICK DECOLA, PE „��EMBE(t..18,.2Qt2 FRQi&Crt>asrwv axomRax 00 HYDRAULICS ENGINEER DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA o +i` 1 F.6. S7C71TX7"L7tZ _._ _.. ROADWAY DESIGN ENGINEER t" nNHl t -S S133HS 33S'SN` Id Uniondis NoA BVIS H:)dONddV 30alNB 9 `43HS 33S'311JOld -1- NOd A� I ' 0-0 i -7 S 5 L I F aBy I\ In ?trr OlnrC 13►nJn \ \ ��•z �a - IT r _ lot t coal 3�1 rMxotld D7 6ulMolcl ja,4ng NDtt�awsrtoa od asn 'o" m SI1 �.�Zi NINIMS4 SNQV'id A11,AO00NQI Yi7NIONi 133NION 40nI1YYOAH NOIi30 AYM 'ON 133H3 M9 b IZbb-8 'ON IliHf 'nu o�umn�iu i.� .00'OS£ I = id ./!lll = 1 -Woo = 7 Sof' Y/.Y = (Af) Z Zf AZ.6 = C91+61 ois Id VffG 3Al/70 -7- l / T \ F X F G\ x F x \ sODOM 1 X F\ SODOM X / / U F F x x \\ r x z X x rc F F x / I F x\ a x F X x � { x F �\ x x V F Q l\I's t 5 F X F F �� �.gp' //X F 1'�\l► 13 'NS n01►r0 Q ll3Ltlr0 F F i R.\ t i lr 13 'tiS lA lb t t IF Hux I 4 I 4 n:� 1 p �6'YL'3i 01 - JIY II FmD �' - - - - - - - - - .. .. .. 4Cr 11r114 7a� _------ - - - - -. - - - - - - - - - - - - \ -2 9H dnrwsMnl s -- --- _--------�-----------. 437. - - - - - � ------------ - - - - - = _ � � nrJ�Y. � -- —d s3Ml��3niwa�i x .. .. .. S0004 .. .. X 'JYWK3 F 5000 F F —��Y �M1Lxf X // � ODOM x X F x x .6lL,''[ocA m // X F -*%,ZOOS r1S -l9a X x x x I. YIB \ W 13' Nr117RlB 113NN3B Aron \\ x x F x F x x IV 13 14 NOIAY3 9 113tltl1f�! x F \ F X F F x F x \ X \OaOO*0/'o!S 10d -7- X x X x x x \F F x F F x X x F x x F F F x Fhb\ \ q � X \ \F X x F X X F F 1 F X x \I x F x X X F I SODOM \ F X X F S� F x X 't x X F SIF OOOr F X F 71 'lY "F'YG+►t YIS 1 F X °° 1�Z/i& t]tlNF X X F 1 rx 1 x x X x .'\tea x x x G18IJ wDu,l'NM ]nrrY YLL1N M1ytVA x X x� `t' -4 't x F F x x F F WUN I W12 Nn 1 F x x X xX F F x YMU 3 MO11Ni X X F x a 1 F x X x x \ \ X x x F T -- "° " '""N x 1N W3AVd 03SOdOtld Ol 3001KXXXX118 d0 dIHSNOIlVl3Zl "'SL+ 9L'r1S -1- ,0'L -B x \ lel/I 7 S9F */ .0 G w firw zzf mZ.6 - v +6/ c'/s ld vivo aNnolo 7IYnLYN MUM Mind CNV IW1 nr11NI nein w'rnl -ArrWrT IWO$ Ol ION. % y \ � \ RM/ SHEET N0. ROADWAY DESIGN NYDRAUIIC \ ENOINEER ENGINEER < A LOWA IMP TS E 1 �\ ����� ALL WABLE MPACTS ZONE Buffer Drawing SIJAP. _-. co 3 J WOODS EXISTING � � � _ _ _ R/W MON. — —9�M �/ ,_ ------------------- ___ 15" RCP—IV ^------------- GRAU 350 �L SWAMP RD. 2/' B T `\ �, — — \�\ `\ C p V - —-{�RA1J --3 5-0- _ _ \ GRAU- 3-50— IN '� CLASS 11 RIP RAP ------------------- -Z TO EL. 14.9' ��>------------------ WOODS A/ - PSH PSH k . SEE D ETA& PREFORMED SCOUR i HOLE DAT N N Qltyc jl S B YTO SR9 ET AL W/ � � H BRANCH ,36' 0' 30' SCALEA1" _ X30' �. INCOMPLE E PLANS DO NOT V% PoR /i ACOUSBRION PRELIMIN Y PLANS DO NOT U!8 !0 CONlT80CI70N PROJECT REFERENCE NO. SHlET NO. SII PREFORMED SCOUR HOLE B-4421 4 END APPR. SUB -NOT TO SCALE BEGIN TAPER -Ir STA. 16+29.49 PLAN VIEW RhV !MEET N0. -l- . 17+ INSTALL LML AND PLu1N - - 14VE DATA ROADWAY DE IGN YDRAu!IC$ BEGIN BRIDGE wON NATUML OADUNDENGINEER G -L- STA 14+85.56 END TAPER \ P1 Ste 19+ E+1 -lr STA 14+SO -I. 17+]0.74 & - 9 24r 37 1 HIE ►ITR RUN OF D 4' 1a 38.9' 1110 TYPE III v T1TF III nw r DINh L � 73, 13:1 TAPER 73:1 TAPER O° lx \ S T 1,35 Z S R 3 R = 1350A0 15:1 TAPER TYPE lu TYPE RI 15:1 T(LtD. b48.74 / B- 7.0' / / // ;•• \ / cs/ \ -ir su t7+S3.74 END BRID E -lr STA. 16 18.4 — �� \ / Buffer Drawin RELATIONSHIP OF BRIDGE TO PROPO ED PAVEM NT Y NPI la - 17 DlIl Y * Y * I 1 n INPIOW t Y I _ —_ O Y * * Y * Le+N4 CLAN r uPRAP 1 / / —•i3 \ \\ MATH FILTiI PNNC I I MIN.1'TVCK Y Y * * Y Y Y * / / NC �� 1 Y * * ssa * * * 1 \ ST a+S4l \I \I Ilf * Y * * * MOODS * * �r * Y * o�y,4c. Y * Y Y ' Y \\\ \\\ \ I • (� �, (� ' �I/ / / / // / / ' \ \ \ \ I �1 \ I \ I \ 1 * * Y * * * \ * Y Y Y * * Y * Y \ \\ * * Y * * I * * Y * * * \ Y •, \ \ `�\ Y Y Y * I * Y Y Y * * Y * Y Y Y * * \ \\\ \ I \ I I , ) / ( I \ I I —L— CURVE DATA \\ \ \ \ I 151019 �g SRT 1 _ * \ \ \ -L\ PbT Sf0.10+GDOd \\ Y * * * / \ Y Y * * * *\ I Y IURYI�I1aI�LTT�BtMGuAM .ET v:t\ \ \ ) 1 = 1110 Y ELL 8 YYTON SR ET AL Y \ Y Y Y * Y \ s 1 / ) 1.35O.w IBL- B A 02.91 F:LEv.l3:9' �O5* 7-4FsvA1P ROL al .2s --- — — — — --- --- -7 -A - - - — =�.-=7--- $ i00DL Y r J' ■ I If/ tb I I I / ; l - * * Y '�. 'i '/ 4R o�L a a; \�� ,� �* \ \ L,1 ' 18 720 I I MICHAEL BAv10 iAF� 1 ' I I * * _ ry A Y \ s 8R1011AH . ET vrt 1 /� I I I Y * ♦ o � Q1� Yi SR. ET AL '� I AR�L i CATTON\MET AL \ M \\\ \ I6 / !/y1I IY C ALLEN L*T u* Y c l S I j��j// / \ \ / / \\ \ * * Y * * Y m Y Y Y * * Y Y\ `\�\\\\\ WOODS * Y * �1``1\\1\I\\\N \ 5 1100 \ Y Y Y Y \ 1 1 \ \ 229 \ / �\ * I�,��\" Illi I \� 111 o-�-r FF - P �ILEFSEVSHE 5 AFF'R ACH SLAB FOR STRU-Pt/�yS E� r S� 6-1 THRU 5-77 INCOMPLE E PLANS DO NOT V18 PoR STI ACOVIBITION PRELIMIN Y PLANS W NOT V9R Pb CON7TROCTION Sheet sof Buffer Drawing Sheet U of tR 09 WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS STATION ZONE 1 ZONE 2 SITE NO. (FROM/TO) (ftZ) (ft') FILL IN 1 13+37-L- LT. TO WETLANDS 100.2 178.6 MECHANICAL 14+95-L- LT, CLEARING 448.7 239.6 FILL IN 1 16+07-L- RT. TO WETLANDS 39.2 0.0 MECHANICAL 17+27-L- RT. CLEARING 165.5 392.0 TOTAL: 653 e10 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS BEAUFORT COUNTY PROJECT: 33694.1.1 (B-4421) 8/24/2011 SHEET OF Rev. Jan 20 Buffer Drawing Sheet U of tR 09 A See Sheet 1-A For Index of Sheets VICINITY MAP DETOUR ROUTE STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS BEAUFORT COUNTY LOCATION: BRIDGE NO. 42 OVER DURHAM CREEK ON SR 1003 TYPE OF WORK. • GRADING, PAVING, DRAINAGE, AND STRUCTURE END TIP PROJECT B-4421 -L- STA. 18 + 07.20 �\ BEGIN BRIDGE -L- STA. 14+85.56 .rwts ADT 2012 .twn w(aRr.r �oocu un e+n .iva�n •C• = 12% B-4421 I 1 T �rwn wp�ia r.w.�ro rosrpw 33694.1.1 BRSTP-1003(311 PE 33694.2.1 BRSTP-1003 31 I W & UTILITY CLASS = RURAL MAJOR COLLECTOR SUBREGIONAL TIER TO - Ll NSTAfL A ! ff ROAD "L' ° -- _ SR 1 ----SR A72 p END BRIDGE -L- STA. 16 +18.44 T J } BEGIN TIP PROJECT B-4421 L- Si A. 13 + 05.00 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2012 = 1,050 ADT 2032 = 1,530 DHV = 12% D = 80% T = 13%' V = 60 MPH 'TTS i = 7% DUAL --6% FDNC CLASS = RURAL MAJOR COLLECTOR SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-4421 = 0.070 MILES LENGTH STRUCTURE TIP PROJECT B-4421 = 0.025 MILES TOTAL LENGTH TIP PROJECT B-4421 = 0.095 MILES PTepore0 In lie Office d: DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 2006 STAAMARD SPEUMCA77ONS GARY LOVERING PE RIGHT OF WAY DATE: SEPTEMBER 16, 2011 PROJECT ENGUMER RICK DECOLA, PE LETTING DATE: SEPTEMBER 18, 2012 PROJECT DESIGN ENGnU" HYDRAULICS ENGINEER P8 SIGNATURE ROADWAY DESIGN ENGINEER PRELIMINARY PLANS Do mm vu Fm oaeffiravcTmar DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA �s° ° irsh PE f NCDOT BASELINE STATION "BL -3" LOCALIZED PROJECT COORDINATES N=569183 0349 E =2634115 2685 Is s _STA. 18+07.20 END TIP PROJECT B-4421 \ dam\ LOCALIZED PROJECT COORDINATES NCDOT BENCHMARK 'TAU" �'� N=569065.6980 E=2634872.7434 ELEVATION= 13.79' \ �s NCDOT BASELINE STATION 'R4" \LOCALIZED PROJECT COORDINATES \N=569109.4262 =2634680.6095 TO CAYTON SR 1003 TUNSTALL SWAMP ROAD DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT 'OLD GPS 84421-1' WITH NAD 83/95 STATE PLANE GRID COORDINATES OF NORTHING: 569277.874(ft) EASTING: 2633179.517(ft) ELEVATION: 30.495(ftl THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99987724 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM 'OLD GPS 84421-1' TO -L- STATION 13+05.00 IS S 83'04'51.0' E 1204.300 (ft) ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 / STA. 13 + 05.00 BEGIN TIP PROJECT B-4421 LOCALIZED PROJECT COORDINATES N=569132.7932 E=2634375.0457 NOTE: DRAWING NOT TO SCALE NOTES: PROJECT REFERENCE NO. SHEET NO. &7;_ 421 1421 1--c Location and Surveys NCDOT BASELINE STATION "BL -S" LOCALIZED PROJECT COORDINATES N=569021.8338 E=2635129.7886 ( - -TONC -� 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT. HTTPI%WW.NCDOT.ORCDOH/PRECONSTRUCT/HIGHWAY,LOCATION/PROJECT/ THE PILES TO BE FOUND ARE AS FOLLOWS: B4421 Z S-CONTROL.TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT IF FURTHER INFORVATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. a INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY TIM NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NETWaRK ESTABLISHED FROM NGS ONLINE POSITIONING SERVICE (OPUS) - SURVEY CONTROL SHEET B-4421 - BL ' NORFOLK SGY/IF/ERN POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ♦ RAILWAY 3 BL -3 569183.0349 2634115.2685 4 BL -4 569109.4262 2634680.6095 18.63 17.68 10.40.84 15.08 IT 16.10 17.67 LT CD GPS ROJECr 5 81.5 569021.8338 2635129.7886 25.89 .95 20.66.78 15.44 LT 844 -Z - ........................................ NCDOT GP )3}42t1 BM1 ELEVATION 13.79 N 569237 E 2634125 L STATION 10.43.00 70 LEFT RR SPIKE IN 15' HARD WO ........................................ 1 VICINITY MAP Scale \ of to NCDOT BASELINE STATION "BL -3" LOCALIZED PROJECT COORDINATES N=569183 0349 E =2634115 2685 Is s _STA. 18+07.20 END TIP PROJECT B-4421 \ dam\ LOCALIZED PROJECT COORDINATES NCDOT BENCHMARK 'TAU" �'� N=569065.6980 E=2634872.7434 ELEVATION= 13.79' \ �s NCDOT BASELINE STATION 'R4" \LOCALIZED PROJECT COORDINATES \N=569109.4262 =2634680.6095 TO CAYTON SR 1003 TUNSTALL SWAMP ROAD DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT 'OLD GPS 84421-1' WITH NAD 83/95 STATE PLANE GRID COORDINATES OF NORTHING: 569277.874(ft) EASTING: 2633179.517(ft) ELEVATION: 30.495(ftl THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99987724 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM 'OLD GPS 84421-1' TO -L- STATION 13+05.00 IS S 83'04'51.0' E 1204.300 (ft) ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 / STA. 13 + 05.00 BEGIN TIP PROJECT B-4421 LOCALIZED PROJECT COORDINATES N=569132.7932 E=2634375.0457 NOTE: DRAWING NOT TO SCALE NOTES: PROJECT REFERENCE NO. SHEET NO. &7;_ 421 1421 1--c Location and Surveys NCDOT BASELINE STATION "BL -S" LOCALIZED PROJECT COORDINATES N=569021.8338 E=2635129.7886 ( - -TONC -� 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT. HTTPI%WW.NCDOT.ORCDOH/PRECONSTRUCT/HIGHWAY,LOCATION/PROJECT/ THE PILES TO BE FOUND ARE AS FOLLOWS: B4421 Z S-CONTROL.TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT IF FURTHER INFORVATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. a INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY TIM NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NETWaRK ESTABLISHED FROM NGS ONLINE POSITIONING SERVICE (OPUS) a -91 N * * E * * y * * * * * * * 0- * * * 1 * o * If * * Wo*s \ * * * * NOTE: BRIDLE HAS CONCRETE DECK UE$ \ * * * * * * \ M00 FRAME 6 KCS. *17H -k* CORK TE SAILS AAO WOODEN \ :k* * *. A ND WING WALLS. \ -L- POT S/o.10+OOd0\\* * * * * * * * * * * * * * * \r * * * * \* \ * * LL B CATTON SR. ET 4 * * * * * ' 2 ♦ * * * \ \ 00 M1•pQ PG 21 I * * go 5•B PG 565 346 / * �p G 390 330PC%* * p*iBLi/4 Q * PINC ♦r wooD **ODDS EN WOODS END TIP PROJECT B-4421 U STA. 18 + 07.20 10+70.11 WOODS -- // * * + - Y _D, * ,— * _- _F RW .. .. .. .. 16,19 - - -•� - - -•ti- - - - - - - - - PPR07110kTF TELEPHONE LINESF 15' RCPJV - $--SNIP R0. LT. f -BL- 3 POT 5+00.00 / WOODS,, 11 ENISTWW RiW 1 •ate DARRELL B CArTON SR ET AL 00 44" PG 23Do so PC sw ` OB 550 PG 14 s 7626 aT ` DB 256 PG AT6 /E PROJECT REFERENCE NO. SHEET NO. B-442/ 4 R,W SHEET NO. 'NOT TO SCALE -L- WAVE DATA P/ Slo 19+1831 P A = 9'24' 37Z (RT) ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER D = f 14'36.9' MA� GROUND Dlh L = 22/73' 0 T 1110 Q R = 4350D(7 Z PRELIMINARY PLANS DO a um YDR co mmucr" EN WOODS END TIP PROJECT B-4421 U STA. 18 + 07.20 10+70.11 WOODS -- // * * + - Y _D, * ,— * _- _F RW .. .. .. .. 16,19 - - -•� - - -•ti- - - - - - - - - PPR07110kTF TELEPHONE LINESF 15' RCPJV - $--SNIP R0. LT. f -BL- 3 POT 5+00.00 / WOODS,, 11 ENISTWW RiW 1 •ate DARRELL B CArTON SR ET AL 00 44" PG 23Do so PC sw ` OB 550 PG 14 s 7626 aT ` DB 256 PG AT6 /E • - - TPS—TR' -- 50' LASS II RIP RM RT TAPER 40 TO EL14.9" /J RE PAY � /wo +e/ 6JEE DEFNL QARREUL B CIATTOM SR. ET AL \ / * * M AAO PG 25 OB 3A� PG SU JOB SK PG 580 * * * M 550 PG 10 t * 00 256 PG 411% * * ** J* BEGIN TIP PROJECT B-4421 w.ODs Z * * A A + I I U STA. 13+05.00 \ I � MARY BENETT BRIGMAN ,ET VR DB ATB PG N _EKSTec R, BL- 5 �� —_ - SOT 1_ 5+27.75 so 6 RTTAPE0. F _-_-- $ -- APPROXIM`EPMOOCATION OF Uy��� —_ LINES ✓1. _ �_ 16+ it INC I .. .. .. * woo • an T- Rn * * * * EIP * * * * \\ -L- PC S1o.18+072D * N N * * * * \ MARY SENAETT BRIGMAN .ET VR 1 * W BRANCH DB 4T6 PC M :k* * \ * * I -L- PT Std. 20+2893 c C LALLiN M. 2!T AL * * `�• * * Im PG Teo 00 506 PG 501 TRRAAC�T T 1* * * \ qp A251EIG i \ * * a SA PG 306 * * C * * * WOODS * • FOR -L- PROFILE, SEE SHEET 5 ® BRIDGE APPROACH SLAB FOR STRUCTURE PLANS, SEE SHEETS S-? THRU S-?? PREFORMED SCOUR HOLE 'NOT TO SCALE PLAN VIEW MA� GROUND Dlh ..V��>i�V�V♦/ —,.♦♦./ 2I4.�OS.0 ''�.♦.•/ /�nW1:- !iai=��i:��i! SETION9Mft Id Is- m 181INFIM • - - TPS—TR' -- 50' LASS II RIP RM RT TAPER 40 TO EL14.9" /J RE PAY � /wo +e/ 6JEE DEFNL QARREUL B CIATTOM SR. ET AL \ / * * M AAO PG 25 OB 3A� PG SU JOB SK PG 580 * * * M 550 PG 10 t * 00 256 PG 411% * * ** J* BEGIN TIP PROJECT B-4421 w.ODs Z * * A A + I I U STA. 13+05.00 \ I � MARY BENETT BRIGMAN ,ET VR DB ATB PG N _EKSTec R, BL- 5 �� —_ - SOT 1_ 5+27.75 so 6 RTTAPE0. F _-_-- $ -- APPROXIM`EPMOOCATION OF Uy��� —_ LINES ✓1. _ �_ 16+ it INC I .. .. .. * woo • an T- Rn * * * * EIP * * * * \\ -L- PC S1o.18+072D * N N * * * * \ MARY SENAETT BRIGMAN .ET VR 1 * W BRANCH DB 4T6 PC M :k* * \ * * I -L- PT Std. 20+2893 c C LALLiN M. 2!T AL * * `�• * * Im PG Teo 00 506 PG 501 TRRAAC�T T 1* * * \ qp A251EIG i \ * * a SA PG 306 * * C * * * WOODS * • FOR -L- PROFILE, SEE SHEET 5 ® BRIDGE APPROACH SLAB FOR STRUCTURE PLANS, SEE SHEETS S-? 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HNO■E■•nEf .:.■.1.n .■■.■■■■■...■...■..N.■■....■■....■■•f.■I...■.HSa■U\s..■■■..■■R.....H■....■...■N■■■■■.■.......a.......-.......-..�...._-----._..__. _. _'______._-__-. -_- __ _ __ ■ i■N.\fna■aEE1 Ktt1-11tH..■CNS■■■■■!■■■........i�....i.M..............i-............----------1--------__�_____________��_______-_ STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE GOVERNOR January 27, 2012 Darrel B. Cayton, Sr. Carl D. Cayton, Sr. 2331 Tunstall Swamp Road Aurora, NC 27608 Dear Landowner: EUGENE A. CONTI, JR. SECRETARY The North Carolina Department of Transportation is planning to replace bridge number 46 on SR 1003 over Durham Creek. The proposed project will replace the aging existing structure over Durham Creek. The project will replace the existing 104 -foot bridge with a 130 -foot bridge. The additional length will allow for the replacement of a substandard structure as well as improve the existing floodplain. This project 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. A permit application, vicinity map and site drawings are enclosed for your review. The attached form is submitted to ensure that you have an opportunity to comment on the proposal. The work planned is depicted in the attached drawing. If you have no objections to the proposal, please return the form with your response within 10 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 -C—" Gregory J. Thorpe, Ph.D., Manager Project Development & Environmental Analysis Enclosures cc: Stephen Lane, NCDCM File—TIP B-4421 MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW NCDOT.ORG Location: 1020 Birch Ridge Drive Raleigh, NC 27610 RRCLIVZ�D ADJACENT RIPARIAN LANDOWNER STATEMENT 1AR (Beaufort County: Replace Bridge No. 46 over Durham Creek) 2012 NCDOT TIP B-4421 r l✓1-1i; SID CITY General Statutes and Division of Coastal Management General Permi require that riparian landowners with propertyt a royal Environmental Concern (AEC) be given ten (10)ddaysnn Whoposed development inpanoArearof ich - development. This form allows the adjacent riparian landow er o comment to t the proposed objects to the project; or, (2) that he does not object and desires to Wpress either: (1) that he 10 -day period so that the processing of the application can the adjacent riparian landowner need not sign this form at all if he/she so chooses. am Transpan aton's acentriPlap for replacing property owner and am aware of the North Carolina De a nt of Creek in Beaufort County, North Carolina. I am further aware thatgthis work No.w 46 over Durham more Areas of Environmental Concern and therefore will require authorization Division of Coastal Management in accordance with rk will occur in one or the Coastal Area Management Act (CAMA)e i = I have no objection to - proposed and hereby waive that right of objection as provided in General Statute 1132 29 I have objections to the project as presently proposed and my comments are attached "v �Riparian Signature o Adj cen Landow er Date X02_ 3o2 -z — 4U,� �— Phone Number with Area Code UNITED STATEShITI,SY ";.= First- ss M. 'l Posta &F Paid errriit G • Sender: Please print your name, address, and ZIP+4 in this box • Chris Underwood (B-4421) NCDOT-Natural Environment Section 1598 Mail Service Center Raleigh, NC 27699 ?Fci:iiF::)F7tF:!F�F:lFi::FF:7i:iFlFiiii:iFe3iii!Fc'F?FFcetFii UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender. Please print your name, address, and ZIP+4 in this box • Chris Underwood (B-4421) NCDOT-Natural Environment Section 1598 Mail Service Center Raleigh, NC 27699 IFFFFltF}FiF I�i FI.IFi�FIFFiiFtiIl71F�F�iifFF�F i'FlF3}i7 i3Fl1 iFf UNITED STATE ; :. First -C ss Ma' Wit.. :i Posta & F Paid • Sender. Please print your name, address, and ZIP+4 in this box • Chris Underwood (B-4421) NCDOT-Natural Environment Section 1598 Mail Service Center Raleigh, NC 27699 iFFiEifFeFiiifFilEie:FF�F:..Fft;i....FtFiI:E;Ff:FFEi:Fic:il9Ei ■ Complete items 1, 2, and 3. Also complete A. Si ure item 4 if Restricted Delivery is desired. ❑ Agent X ■ Print your name and address on the reverse ❑ Addre so that we can return the card to you. B R ceived ante ame) C. Date of De ■ Attach this card to the back of the mailpiece, I or on the front if space permits. t D. Is delivery addf6s different from item 1? ❑ Yes 1. Article Addressed to: If YES, enter delivery address below: ❑ No Darrel B. Cayton, Sr. Carl D. Cayton, Sr. 2331 Tunstall Swamp Road Aurora, NC 27608 3. Se a Type Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number 7010 2780 0000 7324 4607 (Transfer from service label) PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Mary Bennett Brigman 106 Henry Street Hamlet, NC 28345 A. Signature ❑ Agent X Qi�� ❑ Addressee ecei ed by (Pri ed Name) C. Date of Delivery JA D. Is delivery address d' nt from Rem 1? ❑ Yes If YES, enter delivery addressbelow: No J �ef 3. SS ice Type h�Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number 7010 2780 0000 7324 4621 (Transfer from service label) PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 ; ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: A. X ) ` ❑ Agent ❑ Addressee B. Received by Printed Name) C__ Dafe of Delivery D. Is delivery address different from item t71?)-l/1❑l Yes If YES, enter delivery address below: ❑ No C.T. Allen 3;1--7 Spring Branch Road Aurora, NC 27608 3. Seice Type � Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Articie Number 7010 2780 0000 7324 4614 (Transfer from service label) PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 (Domestic Mail Only; No Insurance Coverage Provided) ru -0 For delivery Information visit our website at wwwuspsxom�" nu M Postage $ r•� Certified Fee O Postmark O Return Receipt Fee Here M (Endorsement Required) O Restricted Delivery Fee 1:3 (Endorsement Required) ro rti Total Pos rti nt To Mary Bennett Brigman Se � ------------- 106 Henry Street Street, Apt. or PO Box Hamlet, NC 28345 City, Stete, --- PS Form :rr August 2006 See Reverse for Instructions r1 - I • C3 For delivery information visit our website at wwwuspsxom, ry M Postage $ r - Certified Fee IZ:3 Postmark O Return Receipt Fee Here O (Endorsement Required) C:3 Restricted Delivery Fee O (Endorsement Required) CO r�- Total F Darrel B. Cayton, Sr. r" Sent To Carl D. Cayton, Sr. rq 2331 Tunstall Swamp Road 0 SA treet. f` or PO Bi Aurora, NC 27608 City, Sta PS Form :0r August 2006 Postmark E r eturn Receipt Fee Here p (Endorsement Required) O Restricted Delivery Fee O (Endorsement Required) CO nom, Tr C.T. Allen 0 Ser, 372 Spring Branch Road o sine Aurora NC 27608 orf r f� _ City :ir August 2006 See Reverse for Instructions (Domestic Mail Only; No Insurance Coverage Providet For delivery information visit our website at www.usps.comQ), Postmark E r eturn Receipt Fee Here p (Endorsement Required) O Restricted Delivery Fee O (Endorsement Required) CO nom, Tr C.T. Allen 0 Ser, 372 Spring Branch Road o sine Aurora NC 27608 orf r f� _ City :ir August 2006 See Reverse for Instructions