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Home My WebLink About20170057 Ver 1_401 Application_20170113�ra�ns�rtseta+�r� January 13, 2017 Washington Reg�ilatory Field Office U. S. Anny Corps of Engineers 2407 West Sth Street Washington, North Carolina 27889 ATTN: Mr. Tom Steffens NCDOT Coordinatar �C�}Y [:.C7C�pFf� h+[ICFlAEL L. H{]ML��k .°.:�fi!iii 3F'el�z`.�'�:�.�. N.C. Dept. of Environmental Quality Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 ATTN: Mr. Stephen Lane NCDOT Coordinator Subject: Application for Section 10 Permit, Nationwide Permits 12, 23, & 33, Section 401 Water Qualit�y Certification, Buffer Authorization, and CAMA Major Development Permit for the Proposed Replacement of Bridge No. 16 over Mason Creek on SR 1324 (Florence Rd) in Panllico County, North Carolina; TIP No. B-4598; Federal Aid Project No. BRZ-1324(5); Debit $475 from WBS No. 38426.1.2 Dear Sirs, The North Caroliila Department of Transportation (NCDOT) proposes to replace the existing 61- foot bridge no. 16 with a 110-foot, on the existing alignment. Traffic will be n�aintained on an offsite detot�r during construction. Permanent itnpacts to coastal wetlands total 0.09 acre. Please see enclosed copies of the Pre-Construction Notification (PCN), Division of Coastal Manageinent Major Permit Forms 1 and 5, permit/buffer drawings, USCG Advance Approval Letter, stormwater inanagement plan, utility drawings, and design plans for the above referenced project. The Division of 1Vlitigation Services Acce�tance Letter is attached. The Programmatic Cate�orical Exclusion (PCE) was completed in April 2016, and was distributed shortly after. Additional copies are available at the NCDOT website: http: //207.4.62.65 /PDEA/EnvironmentalDocs/ This project calls for a letting date of June 20, 2017 and a review date of May 2, 2017. Regulatory Approvals Sectioil 10 Pennit: Application is hereby made for a Section 10 Permit as required for the above- described activities in accordance with Section 10 of the Rivers and Harbars Act of March 3, 1899 (33 U.S.C. 403) Section 404 Penllit: We anticipate that the bridge replacei7ient, including all approach work will be authorized under a Section 404 Nationwide Permit (NWP) 23 (Categorical Exclusions), the temporary work pad under a NWP 33, and utility relocations under a NWP 12 in accordance with Section 404 of the Clean Water Act (33 U.S.C. 1344). ...,}`�,"l�l�t�irng �nm��re� �._�. State of North Carolina I Department of Transportation I PDCA-Nahu-al Environment Section 1020 Birch Rid�e Drive, 27610 I 159R Mail Seivice Center I Raleish, North Carolina 27699-159R 919-707fi000'T 919-212-S7g5 F Section 401 Permit: We anticipate 401 General Certification numbers 3891, 3893, and 3884 will apply to this project. NCDOT is requesting written concurrence from the North Carolina Department of Environmental Quality, Division of Water Resources. Neuse Riparian Buffer Authorization: NCDOT is requesting a Neuse Riparian Buffer Authorization from the North Carolina Department of Environmental Quality, Division of Water Resources. CAMA Major Development Permit: NCDOT requests that the proposed work be authorized under a Coastal Area Management Act Major Permit. Adjacent riparian landowner certified mail receipts have been provided. Authorization to debit the $475 Permit Application Fee from WBS Element 38426.1.2 is hereby given. A copy of this permit application and its distribution list will be posted at the NCDOT Website at https://connect.ncdot.gov/resources/Environmental. Should you have any questions regarding this information, please contact Tyler Stanton at (919) 707-6156 or tstanton@,ncdot.gov. Sincerely, � ��—� � Philip S. arris III, P.E., C.P.M, Manager Natural Environment Section cc: NCDOT Pernut Application Standard Distribution List Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit � Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12, 23,33 or General Permit (GP) number: 1c. Has the NWP 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 For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � Yes ❑ No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? � Yes ❑ No 2. Project Information 2a. Name of project: 8-4598 - PROPOSED REPLACMENT OF BRIDGE 16 OVER MASON CREEK ON SR 1324 2b. County: Pamlico 2c. Nearest municipality / town: Merritt 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state g�598 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: 919-707-6156 3g. Fax no.: 919-212-5785 3h. Email address: tstanton@ncdot.gov Page 1 of 11 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. Agent/Consultant Information (if applicable) 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 11 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1 b. Site coordinates (in decimal degrees): Latitude: 35.1319 Longitude: - 76.6845 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: Approximately 30 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Mason Creek proposed project: 2b. Water Quality Classification of nearest receiving water: SC; Sw, NSW, HQW 2c. River basin: Neuse 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: swamp, marsh, forest, cropland, some rural residential 3b. List the total estimated acreage of all existing wetlands on the property: Approximately 4.5 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 315' 3d. Explain the purpose of the proposed project: Replace a functionally obsolete and structurally deficient bridge that is approaching the end of its useful life. Replacement of the bridge will result in safer traffic operations. 3e. Describe the overall project in detail, including the type of equipment to be used: The proposed project will replace Pamlico County Bridge No. 16 on SR 1324 (Florence Road) over Mason Creek. Currently, bridge No. 16 is 61 feet long. The replacement structure will be a bridge approximately 110 feet long providing a minimum of 33.5 feet of clear deck width. Grading, paving, clearing, utility relocation, excavation and fill associated with the roadway and bridge work. Cranes, pile driving equipment, grading equipment, bull dozers, excavators, offroad trucks, and boring machines will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained fo�r this property / � Yes ❑ No ❑ Unknown project (including all prior phases) in the past. Comments: 4b. If the Corps made the jurisdictional determination, what type � Preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): NCDOT Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. A JD Request was sent on 6/25/12 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. Please see attached cover letter. Page 3 of 11 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 4 of 11 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) Tem ora T W 1 � P❑ T bridge approach coastal marsh ❑ Yes � Corps 0.09 fill � No ❑ DWQ W2 � P❑ T excavation coastal marsh � Yes � Corps < 0.01 � No ❑ DWQ W3 ❑ P❑ T � Yes � Corps ❑ No ❑ DWQ W4 ❑ P❑ T ❑ Yes � Corps � No ❑ DWQ W4 ❑ P 0 T ❑ Yes � Corps � No ❑ DWQ W5 ❑ P❑ T ❑ Yes � Corps � No ❑ DWQ W6 ❑ P❑ T ❑ Yes � Corps � No ❑ DWQ W7 ❑ P❑ T ❑ Yes � Corps � No ❑ DWQ 2g. Total wetland impacts 0.09 2h. Comments: There will be 0.07 ac of handclearing due to road construction. Additionally there will be 0.01 ac of temporary fill in handclearing areas due to erosion control measures. Page 5 of 11 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 jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P❑ T ❑ PER ❑ Corps ❑ 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. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 ❑ P� T Mason Creek Temporary Workpad Stream 0.02 01 � P❑ T Mason Creek Excavation Stream < 0.01 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 0.02 4g. Comments: There will be <0.01 acres of Permanent SW impacts for interior bent at 16+43 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated 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): Page 6 of 11 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. � Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem orar T im act re uired? B1 � P � T POWef Mason Creek � Nos 2157 837 62 � P � T Po er Mason Creek � NoS 358 218 63 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 2515 1055 6i. Comments: Bridge replacement will not impact buffers D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. A maximum of 3:1 fill slopes will be constructed in jurisdictional areas will be used. The proposed bridge will have no direct discharge into the water as no deck drains will be installed. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. An in-water work moratorium for the Primary Nursery Area between April 1 and September 30 will be strictly enforced during construction. The majority of stormwater runoff from the proposed bridge is to flow to two proposed drop inlets, located at the approach on each side of the bridge. Stormwater runoff will be discharged at minimum practicable slopes, yielding minimum velocities and diffused with riprap pads at pipe outlets, which the existing drainage does not benefit from. All proposed stormwater runoff is discharged as far away from the stream and at lowest velocities as practicable. NCDOT will implement "Guidelines for Avoiding Impacts to the West Indian Manatee, Precautionary Measures for Construction Activities in North Carolina Waters," during work for this project. Design Standards in Sensitive Watersheds will be implemented during construction. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � 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 project? � Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity Page 7 of 11 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: 0 linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0.09 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 ❑ Yes � 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: Page 8 of 11 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 no, explain why. ❑ Yes ❑ No Comments: 2. Stormwater Mana ement 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 and stormwater management plan. ❑ 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 governmenYs jurisdiction is this project? N/A ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review � Coastal counties � HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 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? ❑ Yes ❑ No N/A Page9of11 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. 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 letter.) � Yes ❑ No Comments: NEPA PCE for TIP B-4598 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 26 .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 � 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. 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. Page 10 of 11 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? � Raleigh 5c. If yes, indicate 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? USFWS & NOAA Fisheries websites and agency consultations 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: 8c. What source(s) did you use to make the floodplain determination? approved NEPA documents Philip S. Harris III, P.E., C.P.M l� _ 1 n � r5l ZO 6% Applicant/AgenYs Printed Name Ap licant/Agent's Signature � Date (AgenYs signature is valid only if an authorization letter from the applicant is rovided. Page 11 of 11 DCM MP-1 APPLICATION for � Maior Deuelopment Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Project Name (if applicable) North Carolina Department of Transportation B-4598 Bridge Replacement over Mason Creek Applicant 1: First Name MI Last Name Phil S. Harris Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 1598 Mail Service Center Raleigh NC ZIP Country Phone No. FAX No. 27699 1598 USA 919 - 707 - 6156 ext. - - Street Address (if ditferent from above) City State ZIP Email tstanton@ncdot.gov 2. AgentlContractor Information Business Name Agent/ Contractor 1: First Name MI Last Name AgenU Contractor 2: First Name MI Last Name Mailing Address PO Box City State ZIP Phone No. 1 Phone No. 2 - - ext. - - ext. FAX No. Contractor # Street Address (if different from above) City State ZIP Email <Form continues on back> Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Pamlico Florence Rd SR 1324 Subdivision Name City State Zip Merritt NC 28556 - Phone No. Lot No.(s) (if many, attach additional page with list) - - e�. , , , , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Neuse Mason 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 Bay River / Pamlico Sound 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. Town of Merritt, NC 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 275' 43705 sq. ft. c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or NA, NWL (normal waterlevel) (If many lot sizes, please attach additional page with a list) 0.0' �NHW or ❑NWL e. Vegetation on tract Marsh, maintained-disturbed, forested f. Man-made features and uses now on tract Roadway, bridge, utility structures g. Identify and describe the existing land uses adiacent to the proposed project site. Cropland, woods, rural residential. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? Rural (Attach zoning compliance certificate, if applicable) ❑Yes ❑No �NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes �No k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes �No ❑NA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes �No ❑NA National Register listed or eligible property? <Form continues on next page> 252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? �Yes ❑No (ii) Are there coastal wetlands on the site? �Yes ❑No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? �Yes ❑No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. N/A o. Describe existing drinking water supply source. N/A p. Describe existing storm water management or treatment systems. Stormwater runoff on the existing bridge discharges directly into the water through deck drains along the full length of the bridge. 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial �Public/Government ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. B-4598 is the planned replacement of bridge 16 in Pamlico County. The project lies within a CAMA county and CAMA wetlands are involved. The existing structure over Mason Creek was built in 1966 and is a dual span bridge on prestressed concrete channels with a total length of 61'. The proposed structure will be a dual span 21" Cored Slab structure with an overall length of 110'. The final proposed structure does not require deck drains. 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. Cranes, pile driving equipment, grading equipment, bull dozers, excavators, offroad trucks, and boring machines. d. List all development activities you propose. Removal of the existing bridge. Installation of the new bridge. Grading, paving, clearing, utility relocation, excavation and fill associated with the roadway and bridge work. e. Are the proposed activities maintenance of an existing project, new work, or both? New Work f. What is the approximate total disturbed land area resulting from the proposed project? 1.0 ❑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. Stormwater runoff on the existing bridge discharges directly into the water through deck drains along the full length of the bridge. However, the proposed bridge will have no direct discharge into the water as no deck drains will be installed. The majority of stormwater runoff from the proposed bridge is to flow to two (2) proposed drop inlets, located at the approach on each side of the bridge. Stormwater runoff will be discharged at minimum practicable slopes, yielding minimum velocities and diffused with riprap pads at pipe outlets, which the existing drainage does not benefit from. All proposed stormwater runoff is discharged as far away from the stream and at lowest velocities as practicable. 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. 252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net Form DCM MP-1 (Page 4 of 4) <Form continues on back> APPLICATION for Major Development Permit 6. Additionallnformation 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) —(� are always applicable to any major development application. Please consult the application instruction booklet on how to proper/y 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 su�ciently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the appiication 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 1' $I '2-0�1 Print Name �� s• �-�t�re';,S .� 1 �.�-- 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 Form DCM MP-5 BRIDGES and CULVERTS Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 1. BRIDGES ❑This section not applicab/e a. Is the proposed bridge: ❑Commercial �Public/Government ❑Private/Community c. Type of bridge (construction material): The proposed bridge is a two span 21" cored slab bridge b. Water body to be crossed by bridge: Mason Creek d. Water depth at the proposed crossing at NLW or NWL: 4.5' at MTL (Mean Tide Level) e. (i) Will proposed bridge replace an existing bridge? �Yes ❑No f. If yes, (ii) Length of existing bridge: 61' (iii) Width of existing bridge: 26' (iv) Navigation clearance underneath existing bridge: 3_0' (v) Will all, or a part of, the existing bridge be removed? (Explain) All of the existing bridge and abandoned piers are proposed to be removed. 9• Length of proposed bridge: 110' (i) Will proposed bridge replace an existing culvert? ❑Yes �No If yes, (ii) Length of existing culvert: (iii) Width of existing culvert: (iv) Height of the top of the existing culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Explain) h. Width of proposed bridge: 36' i. Will the proposed bridge affect existing water flow? ❑Yes �No j. Will the proposed bridge affect navigation by reducing or If yes, explain: Flooding source controlled by Pamlico Sound increasing the existing navigable opening? �Yes ❑No tidal surge. If yes, explain: The existing bridge has a navigational clearance of 3.0' but the proposed bridge will have a navigational clearance of 3.3'. k• Navigation clearance underneath proposed bridge: 3_3' I. Have you contacted the U.S. Coast Guard concerning their approval? �Yes ❑No If yes, explain: An Advance Approval Letter was issued (see attached). m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 1' to 3' waters? ❑Yes �No If yes, explain: 2. CULVERTS �This section not applicab/e a• Number of culverts proposed: b. Water body in which the culvert is to be placed: 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06 Form DCM MP-5 (Bridges and Culverts, Page 2 of 4) c. Type of culvert (construction material): d. (i) Will proposed culvert replace an existing bridge? < Form continues on back> ❑Yes ❑No If yes, (ii) Length of existing bridge: (iii) Width of existing bridge: (iv) Navigation clearance underneath existing bridge: _ (v) Will all, or a part of, the existing bridge be removed? (Explain) f• Length of proposed culvert: e. (i) Will proposed culvert replace an existing culvert? ❑Yes ❑No If yes, (ii) Length of existing culvert(s): (iii) Width of existing culvert(s): (iv) Height of the top of the existing culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Explain) 9• Width of proposed culvert: h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour. j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow? increasing the existing navigable opening? ❑Yes ❑No ❑Yes ❑No If yes, explain: If yes, explain: 3. EXCAVATION and FILL ❑This section not applicable a c. (i) Will the placement of the proposed bridge or culvert require any excavation below the NHW or NWL? ❑Yes �No If yes, (ii) Avg. length of area to be excavated: (iii) Avg. width of area to be excavated: (iv) Avg. depth of area to be excavated: (v) Amount of material to be excavated in cubic yards: (i) Will the placement of the proposed bridge or culvert require any high-ground excavation? �Yes ❑No If yes, (ii) Avg. length of area to be excavated: 45 ft (iii) Avg. width of area to be excavated: 28 ft (iv) Avg. depth of area to be excavated: 3ft (v) Amount of material to be excavated in cubic yards: 170 CV b. (i) Will the placement of the proposed bridge or culvert require any excavation within coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. �CW 259 s.f. ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the excavation in these areas: Excavation was recquired for the spill through abutment. 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06 Form DCM MP-5 (Bridges and Culverts, Page 3 of 4) d. If the placement of the bridge or culvert involves any excavation, please complete the following: (i) Location of the spoil disposal area: TBD by contractor; however, excavated soil will likely be stored under proposed roadbed and used for roadbed fill or removed for off-site storage on high ground. (ii) Dimensions of the spoil disposal area: N/A (iii) Do you claim title to the disposal area? �Yes ❑No (If no, attach a lettergranting permission from the owner.) (iv) Will the disposal area be available for future maintenance? ❑Yes �No (v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell bottom (SB)? ❑CW ❑SAV ❑WL ❑SB �None If any boxes are checked, give dimensions if different from (ii) above. (vi) Does the disposal area include any area below the NHW or NWL? ?❑Yes �No If yes, give dimensions if different from (ii) above. e. (i) Will the placement of the proposed bridge or culvert result in any f. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to fill (other than excavated material described in Item d above) to be placed below NHW or NWL? �Yes ❑No be placed within coastal wetlands/marsh (CW), submerged If yes, aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square (ii) Avg. length of area to be filled: feet affected. (iii) Avg. width of area to be filled: (iv) Purpose of fill: There are fourteen proposed 12" x 12" concrete piles at interior bent. g. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed on high-ground? �Yes ❑No If yes, (ii) Avg. length of area to be filled: 465 ft (iii) Avg. width of area to be filled: 45 ft (iv) Purpose of fill: To construct roadway embankment. 4. GENERAL a. Will the proposed project require the relocation of any existing utility lines? �Yes ❑No If yes, explain: Water line, power line, fiber optic, copper (telephone). See attached Utility Plans If this portion of the proposed project has already received approval from local authorities, please attach a copy of the approval or certification. �CW 4125 s.f. ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the excavation in these areas: To construct roadway embankment. b. Will the proposed project require the construction of any temporary detour structures? ❑Yes �No If yes, explain: < Form continues on back> 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06 i� �� ; � f t � k_ c. Will the proposed project require any work channels? If yes, complete Form DCM-MP-2. d. How will excavated or fill material be kept on site and erosion ❑Yes �No controlled? NCDOT Design Standards in Sensitive Watersheds will be implemented during project construction e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site? dragline, backhoe, or hydraulic dredge)? �Yes ❑No Cranes, pile driving equipment, grading equipment, bull If yes, explain steps that will be taken to avoid or minimize dozers, excavators, offroad trucks, and boring machines. environmental impacts. Crane Mats used to reach temporary power lines. g. Will the placement of the proposed bridge or culvert require any shoreline stabilization? ❑Yes �No If yes, complete form MP-2, Section 3 for Shoreline Stabilization only. ��5� 20�1 Dat B=4598 _ __ _ __ ----.______ _-- - - Project Name NC Department of Transportation A licant Name `� �_ Applicant Sig ature e ,� �� >,a � �� . �: �, �� U.S. Department of Commander 431 Crawford Street Homeland SeCu�ity ',��' United States Coast Guard Portsmouth, VA 23704-5004 Fifth Coast Guard District Staff Symbol: (dpb) United States �v Phone: (757) 398-6587 Fax: (757) 398-6334 Coast Guard Email: Micke�D.Sanders2Ca�uscq.mil Or CGDFiveBridaesCcr�usca.mil Mr. Phil S. Harris, III, P.E. North Carolina Department of Transportation Natural Environment Section 1598 Mail Service Center Raleigh, NC 27699-1598 Dear Mr. Harris: 16590 13 DEC 2016 �p � c� ,� u _��;�� i i; ,. DEC 1 �; LI�� '`�FICE OF NATURAL ENVIRO�!P/l!-n��-, _ Coast G�a�rd revie�� of yot�r prop��secl nr��je�t as prcvided in yotsr email dated November 17, 2016, is complete. Based on the documentation provided and our research, it is determined that a Coast Guard bridge permit will not be required for the proposed new bridge construction on S.R. 1324 (Florence Road) across Mason Creek, at Pamlico, NC. The project will be placed in our Advance Approval category as per Title 33 Code of Federal Regulations Part 115.70. This Advance Approval determination is for the location and structure described above and is valid for five years from the date of this letter. If the construction project does not commence within this time period, you must contact this office for reaftirmation of this authorization. Future bridge projects along the same waterway will have to be independently evaluated before they may be considered for placement in the Advance Approval category. The fact that a Coast Guard bridge 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. Although the project will not require a bridge permit, other areas of Coast Guard jurisdiction apply. The following must be met: a. You or your contractor must notify this office at least 30 days in advance of the start of construction and any other work which may be an obstruction to navigation, so we may issue and update the information in our Local Notice to Mariners and monitor the project. b. At no time during the project will the waterway be closed to navigation without the prior notification and approval of the Coast Guard. c. The lowest portion of the superstructure of the bridge across the waterway should clear the 100-year flood height elevation, if feasible. d. In addition, the requirement to display navigational lighting at the aforementioned bridge is hereby waived, as per Title 33 Code of Federal Regulations, Part 118.40(b). This waiver may be rescinded at anytime in the future should nighttime navigation through the proposed bridge be increased to a level determined by the District Commander to warrant lighting. 16590 13 DEC 2016 The National Ocean Service (NOS) of the National Oceanic and Atmosphere Administration (NOAA) is responsible for maintaining the charts of U.S. waters; therefore, they must be notified of this proposed work. You must notify our office and the NOS at the address below upon completion of the activity approved in this letter. Your notification of project completion must include as-built drawings or certification of the following: a. Bridge name b. Action type (new construction, modification, relocation, conversion (fixed/draw), etc.) c. Dates (commenced and completed) d. Location (latitude and longitude at bridge center and centerline of channel, statute miles above mouth of waterway, and bridge or causeway orientation or geographic positions of approaches) e. Type of brid�e (fixed, vertical lift, bascul�, suspensian, swing, trestle, pontoon, etc.) f. Navigation clearances (vertical at mean high water and horizontal) (Moveable — vertical at mean high water in open and closed positions) g. Whether or not the bridge is fitted with clearance gauges h. Whether or not the bridge has pier protection and/or fender system. i. Type of land traffic (highway, railroad, pedestrian, pipeline, etc.) Mr. Chris Libeau National Ocean Service N/CS26, Room 7317 1315 East-West Highway Silver Spring, MD 20910-3282 If you have any further questions, please contact Mr. Mickey Sanders at the above listed address or telephone number. Sincerely, �� , a HAL R. PITTS Bridge Program Manager By direction of the Commander Fifth Coast Guard District Copy: Chris Libeau, NOS CG Sector North Carolina, Waterways Management U. S. Army Corps of Engineers, Wilmington District 2 Environmenta! Quality January 6, 2017 Mr. Philip S. Harris, III, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1 S98 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: Mitigation Acceptance Letter: TIP B-4598, Replace Bridge 16 on SR 1324 over Mason Creek, Pamlico County ROY CUOPER Governor The purpose of this letter is t� notify you that the Division of Mitigation Services (DMS) will provide the compensatory wetland mitigation for the subject project. Based on the information supplied by you on January 5, 2017, the impacts are located in CU 03020204 of the Neuse River basin in the Southern Outer Coastal Plain (SOCP) Eco-Regian, and are as follows: Neuse Stream Wetlands Buffer (Sq. Ft.) 03020204 Non- Coastal SOCP Cold Cool Warn-► Riparian Zone 1 Zane 2 Riparian Marsh Impacts (feedacres) 0 Q 0 0 0 0.09 0 0 *Some of the impacts may be proposed to be mitigated at a 1:1 mitigation ratio. 5ee perrnit application for details. This impact and associated mitigatian need were wider projected by the NCDOT in the 2016 impact data. DMS currently does not have suf�cient coastal marsh wetland mitigation crcdits in :\euse 03020204 and request to utilize coastal marsh credits from White Oak 03030001 (Sturgeon Ciry or Sturgeon City In. DMS will commit to implement sufficient compensatory coastal marsh wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery tirneline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the ab�ve referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, Ja es . Stanfill Cre it Management Supervisor cc: Mr. Tom Steffens, USACE — Washington Regulatory Field Office Ms. Amy Chapman, NCDWR File: B-4598 �Nothing Compares � State of North Carolina ! Ernironmental Quality 217 West Jones Sfreet � 1601 Mail Service Center � Raleigh. North Caroiina 2769 9-16 01 919 707 8600 Hi hwd North Carolina Department of Transportation %�''�� StOYmwatei' Highway Stormwater Program STORMWATER MANAGEMENT PLAN ��-�'��;� (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 38426.1.2 TIP No.: B-4598 Count (ies): Pamlico Pa e 1 of 1 General Project Information WBS Element: 38426.1.2 TIP Number: B-4598 Pro'ect Ty e: Brid e Re lacement Date: 7/21/2016 NCDOT Contact: Paul Atkinson, PE Contractor / Designer: TGS En ineers David B. Pett , PE Address: 1590 Mail Service Center Address: 706 Hillsborough Street Raleigh, NC 27699-1590 Suite 200 Ralei h, NC 27603 Phone: 919-707-6707 Phone: 919-773-8887 Ext. 104 Email: atkinson@ncdot. ov Email: d ett @t sen ineers.com City/Town: Merritt Count (ies): Pamlico River Basin(s): Neuse CAMA Count ? Yes Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Length (lin. miles or feet): 575 feet Surrounding Land Use: swamp, marsh, forest, cropland, some rural residential Pro osed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.4 ac. 0.3 ac. Typical Cross Section Description: Two 12' wide paved travel lanes w/ pavement to face of guardrail, 0 to 2' paved Two 9' paved travel lanes w/ 2' to 5' wide grassed shoulders, w/ grassed side slopes shoulders and 1' to 3' grassed shoulders and 3(H):1(V) grassed side slopes. ranging from about 3(H):1(V) to 4(H):1(V). Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1326 Year: 2037 Existin : 1065 Year: 2017 General Project Narrative: Replacement of Bridge No. 680016 on SR 1324 (Florence Rd.) over Mason Creek (a tributary to Bay River/Pamlico Sound) in Pamlico County northeast of Merritt, NC. (Description of Minimization of Water Proposed 110' long (2�a 55') by 36' wide double-span bridge to replace existing 61' long (2@30.5') by 26' wide double-span bridge. The proposed grade across the bridge Quality Impacts) exceeds existing by about 1' to maintain navigable clearance. Stormwater runoff on the existing bridge discharges directly into the water through deck drains along the full length of the bridge. However, the proposed bridge will have no direct discharge into the water as no deck drains will be installed. The majority of stormwater runoff from the proposed bridge is to flow to two proposed drop inlets, located at the approach on each side of the bridge. Stormwater runoff will be discharged at minimum practicable slopes, yielding minimum velocities and diffused with riprap pads at pipe outlets, which the existing drainage does not benefit from. All proposed stormwater runoff is discharged as far away from the stream and at lowest velocities as practicable. All wetland impacts occur within CAMA wetlands. A temporary workpad has been proposed under the second span to facilitate removal of existing piles and installation of fourteen 12"x12" prestressed concrete piles. Waterbod Information Surface Water Body (1): Mason Creek NCDWR Stream Index No.: 27-150-9 NCDWR Surface Water Classification for Water Body Primar Classification: Class SC Su lemental Classification: Swam Waters Sw HQW NSW Other Stream Classification: Primar Nurser Areas Areas of Environmental Concern Im airments: None A uatic T&E S ecies? Yes Comments: Construction activities to adhere to Guidelines for Avoidin Im acts to the West Indian Manatee NRTR Stream ID: Mason Creek Buffer Rules in Effect: Neuse Pro'ect Includes Bridge S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? No Deck Drains Discharge Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � L m � i a� � .� a 0 , � � � � � � 0 L .> � w i � � � � � U .7 0 L � � _ / � � � �c m•; ._ cn � m �OE N � �? �� N�m �..� �x� � h See Sheet 9A For Index of Sheets See Sh�t 1 B for Conventlona! Symbals �� PA1I�LIC� coU�r� LOCATION: REPLACE BRIDGE Ib OYER MASON CREEK UK SR 1324 (FLORENCE RD.) TYPE UF WORK.• GRADING, DRAINAGE, STRUCTURE AND PAVIII�G PERMIT DRAWINGS STREAM AN D WETLAN D IMPACTS DUE TO ROADWAY/BRIDGE JULY 21, 2�16 DGE __�' � � �n� � /J END BRIDGE _ .. �� : a�-r i �e� �+� - . :- . • . . . '� �:, . • �� ! � • r I � • R • � ♦ �� '��" � Ie . � ° 0 •��• ,�RR ' � . , . �- ; • . �_ M� • . 'S'�..� ' . '' : -.� -'' '.�.. �_. • _: . �, . t----� . , .i , '�, , ,� �-, f`_�_= -L- POC STA. 13 + 75.00 ' � ' • � • �� ''°�-'---� ' ,_�-- • ; r`• BE�I N TI P PROJECT B-4598' � ' • �, • .' • �. • �'''� �-_ : • 5��'. �,_ __ + WETLANDS . • -`a� - 'l �1 9� w` ' � / i y ;�, . , • .,�. . .- _ �_ _ � ' -Si�''k3�� _ .�,� + �A� . �. ;-:� • . • , . �• + • • ' •� + Y+ • � • • �'. �� ' • • ' • .. .• � • � . ,r—f'� � WETLANDS �_ p 4 � ��--�� ' � _ � . _ ��-�""3 �� i ��' 1 �o � ��NCE CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II . THIS PROJECT 15 NOT WITHIN ANY MUNICIPAL BOUNDARIES. + 50.00 �qh � � PERMIT DRAWING SHEET 1 OF 7 oocuM�T ew�r coMsioe�o Flxu UNLESf ALLlIGNA7UREE COMPLFTED Pr�nred For: HYDRAULLCS EIYGIl1�8R GR.91°1�C SC�S DESIG21f DATA PROJECT LENGTH DIVISI011t OF HIGHWAYS ADT 2017 = 1065 r000 etreX Rters nr., Rste:r� xc, a�610 �0 25 0 50 100 ADT 2037 = 13�6 �� oa y �s �r�s rn r�) s�-aoe� DHV = 10 % I,E11tGTX R0.4DWAY TIP PRO]ECT 8-4598 = 0.088 �niles � 8� xL'1°`"B"8 8'' cmrruc�sa x°" o PLANS � �sr,a� a8rsa c�an Tb = 0°/a * LENGTH STRUCTURES TTP PROJBCT B-4598 = 0.021 niiles aolx sraam�xn sracrPrcexmuvs , r.e y � A w �0 25 0 50 100 JIMMY TERRY P.E. ' o TOTAL LSNGTH TTP PROJECT B-11598 = Od04 miles � ROADwRY DESIGN ,� V= GO MPH eS RIGHT PF WAY DATE: �o�' �� PRDFILE (HORIZONTAL) . MAY 16, 201G �� (TTST 1% + DUAL 9%} B�UrR� � S,�P.E�. Tp�� 10 5 0 10 20 FUNG7 CLA55=RURAL LOCAL �TT�G �TB� GARY LOVERING, PE PROFILE (VERTICJ1Lj SUB-REGIONAL TIER DESIGN JUNE 20, 2a17 „� ��„��,,, P$ a�wzznzx s� �� P0.0JECT REFERENCE NO. SHEEf NO. PERMIT DRAWINGS e-4�� 4 WETLAND IMPACTS EXISTING BRIDGE DIMENSIONS b0'X26' (DOUBLE�PAN}, 90 DEG. SKEW xm, s„E�r r,o. PROPOSED BRIDGE dIMENSIONS 110'X3b' {DOUBLE�PAN], 90 DEG. SKEW FOR B-4598 RDADWAY �ESIGN rrcoRnuucs ExCpVplipn Permanerrt Fill Hpnd Clearing TOTAL PROJECT LENGTH - 575� ENGINEER BVGINEER in Wetlonds in Wetlands in Weilands PAMLICO �0�� 1 1 �� STREAM AND WETLAND IMPACTS BRIDGE #680016 : ; / : , �� pj � d , .^ I / 7� V^ ! / i i N � i �� 7, h9� �C CR Z� �' TGS TGS EHG/NEERS �� Q ENGINEERS 7006 HlLLSBOROUGH ST : ; �� ' w000s � S�,�E � I S '� � RAL.E�G/-/. �vG 2T60.S ` �� f 4 2�// � PH l9l91773-8897 i i ,' �� DOCUMENT NOT COFIaIDERE� FINAL �� , � / CLA55 B RIP RAP UNLE'dS ALL sIGNATURES COMPLETED r ; BZ 1 • ' / O DISSIPATOR PAD � • � ` ' -` , — � � � " � � CAMA ' � �s��, � �;` � � � .� • �� DARREL . �NRY � � � \ � . � ? /' � — — — �g�'"` � � � ,� � � � ,� ALEX JON�S HEIF� � ,� • �O4 � � � 1 � / � yL � JS IXIST. POLES TO � � � � � � � / ! ,( � BE REMOVED ,� � m � � � i < _ � � � � ti ti � 404 �� s �� P � � -- �S � � �` � END98 OJ T ?Cp E wzB- � WOOD � � '� n3N � �� - A 19+5 09. ' '� r' ~ ~ � y�Z 1 • 4 � �,� � � �5i . 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' � \ \ \ y� � \ � � � � .� 62 � � �� .� ��` � � 404 � �, e� � � , � . �- � � e — � � l� ' F�E-� BP7+E - � 1•� CA `",� . � � � � VE � � '� w000s 2 � w�B� / '� BE I PR E � MARKER � g -L- WDODS � � � � � � .. .. .. � � • `� � -� / � -LL STA. 13+75.D0 ,''� T�/<C` 1 � � ` f �v � y'' c ` � � � � \ � � .� � � � � � CAMA � � .� � � � � � 404 � � � � � � _ TUE � ruF � � � � � < � —_ � � � NOTES: � 14 � RUCE .• I IE�� .� y` ,� .. 1. MASON CREEK IS IN THE NEUSE RIVER BASIN. � .�'- � � � Hs� .�- � � � �c / � � 1 \ � �-` . 2. NEUSE RIVER BUFFER RULES IN EFFECT. � ,L. BI � � '� � S . c• ? � � � • �s- 3. NO DECK �RAINS REQUIRED. O � � � � / �� `� � �e �� 4. CLEARING SHALL BE PERFORMED PER NCDOT �•V. BROUGHTON HEIRS " „ " / �� „ � --- _ $ �_�� --�� P�� — METHOD II. � �, oy ,�' �x ��.- 5. FELLED TREES OR PORTIONS THEREOF TO BE < CAMA ��' �� ` _� �.�— �t o } N Y�.� � F HAND CLEARED THAT FALL WITHIN PROPOSED WOODS \ 1� F� � v� � —�' RIGHT OF WAY 5HALL BE REMOVED FR4M THE y� ✓`r ._� OO � � SITE. FELLED TREES WITHIN TEMPORARY UTILITY 4 EASEMENT BUT OUTSIDE PROP05ED RIGHT OF ', \ � � N "[VE WAY MAY BE LEFf IN Pv�ce. , ._ ALEX JONES HEIRS - 5 G��c �� 50 PERMIT DRAWING �;\ � � . . SHEET 2 OF 7 � • � � INSET A s� �� P0.0JECT REFERENCE NO. SHEEf NO. PERMIT DRAWINGS e-4�� 4 WETLAND IMPACTS EXISTING BRIDGE DIMENSIONS b0'X26' (DOUBLE�PAN}, 90 DEG. SKEW xm, s„E�r r,o. PROPOSED BRIDGE dIMENSIONS 110'X3b' {DOUBLE�PAN], 90 DEG. SKEW FOR B-4598 RDADWAY �ESIGN rrcoRnuucs ExCpVplipn Permanerrt Fill Hpnd Clearing TOTAL PROJECT LENGTH - 575� ENGINEER BVGINEER in Wetlonds in Wetlands in Weilands PAMLICO �0�� 1 1 �� STREAM AND WETLAND IMPACTS BRIDGE #680016 : ; / : , �� pj � d , .^ I / 7� V^ ! / i i N � i �� 7, h9� �C CR Z� �' TGS TGS EHG/NEERS �� Q ENGINEERS 7006 HlLLSBOROUGH ST : ; �� ' w000s � S�,�E � S '� � RAL.E�G/-/. �vG 2T60.S ` �i 'i .. . 4 20// � PH l9l91773-8897 i i ,' --- - � � � • � DOCUMENT NOT COFIaIDERE� FINAL �� , , � / CLA55 B RIP RAP , . UNLE'dS ALL sIGNATURES COMPLETED r : �- 3 BZ 1 • / O DISSIPATOR PAD � •- . • � ` ; . , , _ � . � ,� � CAMA ' � - �` �� . � �`s,M , �;` � � � � � • �� DARREL . �NRY � � Q � ` . � ` �? /' / — � — �e�M y` i � " c-�, -�v� � � ALEX JON�S HEIR'� � . ,� �O4 � , � e � � � y� � 1� r JS r 1� � � � � � y� � / yL IXIST. POLES TO � � /! ,( , � BE REMOVED ,� � m � � '" �{ �. �" � '. � � 4 < � � '� .L % `� �-FO4 � ; 1� • l � � �1�: � CLASS II RIP RAP � 2 . �-`�� . END OJ T l� '�S� � • � 98 ��p E r� --wzB— � WOOD � , 1� n3N� �'� � A19+ 09, � � y�Z 1 4 1� � � 1c • ��s — .� .� �"�-�,� - � � : 4 � 1 � � ; � 4 . _ ,5 �, , � � `� i `,`-�.,�,,. � ``-� ' - �, y� '� 1 �; - . . - . �, � �� i 1G ~-=.:.. �` � CAMA Q � � A �.,~ _ ~`'�- �- ` � � . � � � y� � c� =o.z6 s �_� . � .�c � • _ . sf. . . . � � � 1fl =0.33 �F5 - • ., �''-- '-�..�` �_ � �XlS � � � V2=0.4 FG5 r � ABANDONED r � =0.31 CFS �' , , .� - � � r 1 �v� ��pp C� � � Ri . � � . . �' Y10=Q.4 FG5 PILES TO BE Q�10=a.41 CFS ; .� -r-- - � f�y �.� �'".�`` _~,M1_`�- -� � ` � W . � . _� REMOVED � - � 4 F� � Ex1s �. n � � � �� '�- � � � � - , - y�, y r T � � � S ` ` '�`^--� ','. � � WI� B � � � �� ' � � �"..a Q V C"�� + � O � . � � � $ � � � . - . - � � � � �4 ' ' � ��` ''�� ,�t` ��6�� _.__ W � R w Z k Z - ------ t� � � - �� . . . , N � � �. .. � �.: � �\^D� ` T ,ca``'--� - - = - `�..,a- - -� - -�- . � ... L . �~ J �_ - �� " idf �0 � � �„_� """ --- — _ — —. — ,�, W �_. �--- � ��- . ,�..�� - ___ '"�, .,FLOR£ � RO ��3_._ � �`� – - . r �^ �� .---� / � � — — — — . � ` !SR 24J �_ ._`__' �_ r' --� T � � -L- ��---' WOOaS \ � 4�- • • � � \ -`,__-� --�_. TB2G i C� '1BZGi __�---�� ExtiS�tiN� � .. ---,�_ _ ��. � �� 1 � srrNG �,W �� ._..._��`'�—_ � --.--�y��.e..� �.-� \ . ` "I \ � --• - \� � � � i � � � � �a �ej , � � �� , .� ��` . � 404 � � � / �2 � el� . � 2 \F�E-� BP7+E — — —•� CA N � , � ? �� ' 00�5 e2 � �w�e� / / '� BE I PR E � MARKER I g � -L- WDODS �U � � � � . �. . . � � . `� � -� / � -LL�- STA. 13+75.D0 �2 TG� ~ � \ . . _ � --�v � `Y c � � • � � � �\ \. � .� � � �, ti ,� � CAMA � � .� �,� � � � 404 � � 4 � � � � � , ruE � - ruF � � . � � � „� � � � NOTES: 14 � � RU�E . 1 IE��H '6 -h �� y` �- � .. 1. MASON CREEK IS IN THE NEUSE RIVER BASIN. � .� � � � �� . .�- � � � � � �L= \ � z ,�. �/ - _ . - —�._ -: �_` 2. NEUSE RIVER BUFFER RULES IN EFFECT. � ,L. BI � � '� � S . c. ? � � ' . � _ ��- 3. NO DECK �RAINS REQUIRED. O � � � ��' `� � � -- L.V. BROUGHTON HEIRS •� � -- � � � --- --�``f 4. CLEARING SHALL BE PERFORMED PER NCDOT " . • , '=�,�, " ' ""`� �'. METHOD II. � �, �, oy �' $ YJ.- -�� . 5. FELLED TREES OR PORTIONS THEREOF TO BE < CAMA ��' �� }`'' 'r� �.� �� HAND CLEARED THAT FALL WITHIN PROPOSED WOODS \ 1� F� � v� � -- �� RIGHT OF WAY 5HALL BE REMOVED FR4M THE y� ✓`r ._� OO � � SITE. FELLED TREES WITHIN TEMPORARY UTILITY 4 EASEMENT BUT OUTSIDE PROP05ED RIGHT OF ', \ � � N "[VE WAY MAY BE LEFf IN Pv�ce. , ._ ALEX JONES HEIRS z - 5 G��c �� 50 PERMIT DRAWING �;\ � � . . SHEET 3 OF 7 � • � � INSET A 10 ❑� —10 l +1 �.6417% _ $.�� -- — — _ _ — ---------- ------�------ CA —L— STA. 1 G+ 43.00 PROP. 2@55' 21" CORED SLAB W/2'-6" CAPS PROP. GRADE = 5.38' SKEVH=90° � �(ISTING I BRIDGE TO BE REMOVED TEMPORARY WORK PAD _ + AT ELEV. 2.0' PI — 16 40.00 EL = 5.73' VC = 210' EXISTING K = 157 � GRADE v= 6o MPH � i 1.5' MI N. �TYP.J �I E� X X� ; 1.5:1 NORMAL SLOPE W/CL. I I RIP RAP (TYP.) PROP. EXCAVATION 15 +04 ST RUCT URE HYDRAULIC DAT A �� —`�!,` _ _ ; i � _ � _, � � � .� � ` � I /� � , i ,� , ; � ' � �� , � I � ELEV. 0.3' MHW =10.0' I MTL=-0.4' —� MLW = —0.8' - DESIGN DISCHARGE _ --- CFS DESIGN FREG?UENCY = �5� YRS DESIGN HW ELEVATION = --- FT BASE DISCHARGE _ --- CFS BASE FREQUENCY = 100 YRS BASE HW ELEVATIQN = 11.4rx FT OVERTOPPING DISCHARGE = 5.800 CFS OVERTOPPING FREQUENCY= �5 YRS OVERTQPPING ELEVATION = 3.7=== FT = DESIGN MAINTAINS EXISTING LEVEL OF SERVICE. NOT PRACTICABLE TO SERVICE _= 100—YR WSE fNAVD 88J FROM LEVEL 111 WAVE STUDY x=rOVERTOPPING ELEVATI�N REPRESENTS LOWEST HIGH POINT ON DECK/ROADWAY, WHICH OCCURS AT RIGHT EDeGE OF PAVEMENT �—L— STA IIf03 z l —10e7Q25% PROPOSED GRADE. EXISTING TIMBER ABUTMENTS TO BE REMOVED (TYP.) � `.. i .� ' � � CLASS II RIP RAP (KEY—IN 3.5 )�Tl(P.) I PROP. EXCAVATION T4 ELEV. 4.3' — ABANDONED PILES I �—I �I� TO BE REM�VED 1'' 1'� (�) I�� I I. 1: 25—YR EVENT. 17+00 i8+oo P1= 18+35.0� EL = 4.36' VC = 180' K=889 V = 60 MPH PERMIT DRAWING SHEET 4 OF 7 '�� ll�t��.�. DI V ISION OF HIGHW AYS PAMLICO COUNTY PROJECT:38�R6.1.2 (B^�598} PERMIT DRAWINGS REPLt�CEMENT OF BRIDGE N0.680U16 FOR 8—�598 ON SR 132� (FLORENCE RD) PAMLICO C�UNTY �VER M.�SON CREEK BRIDGE #680016 . I� �e-as�a � x-i � 150 140 130 120 110 100 90 &0 7Q 60 5Q 40 3p . _ 2R 10. 0 10: :: 2R .: :::3Q :: : 4R 50: ::. bQ::: 7U .. SU 90..: 1Q0. .. 11Q. 120. .. 130 140. .. 150 END BWDGE �- STA.16+99.19 -i- _: :. -. : . __ i '._i. __ . � . . . . i i �_,_!.�__ �_ i- .. i i i �� i i i �i -._L �,�_ � '_LI_L 1 i .. i i .. .'_ i "= i .._i i - . .- i '�i� -y �i . . . . . . . . . . . i ...J._ i 1 � _L li i iJ_ _� ._L �1 ._L L � .1 _L..... . . . . . � _ - -- - - - - - - - - - - ro . � � � - �- --', , � - - -- -1 , -, I'- O.D25 0.025 -- - -- -- .. i .,-... . . ,,.. ... -.', . ., • . 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'..: . .-_ ..-: , ; ..: _-:.� . --:. . -.. .� , .,-, �: i�-i.i C� i��: .. . .. .... ......... .... .... ......... .... .... ......... .... .... ......... .... .... ......... .... . .. . . . . .: :::: :... .. . . ... .... .... ... ... _... . .._.... .... ... ...... ._.. _... ... . . . � ` --�-,_,-""__�,�-,_--------------^-------�� --`� 4.08 `�-- -------^-----��--- ---------^- -_�- _ p 'I � � � � . _ : _ : . 13 + 75.00 � � �---- . ,-- . : , _ : � T , --- _ � _ _ ._ _ �_ �� __ __ � _ �_-, � __ _- -s_ +�-� ��Lw-i+�i-i��-Nf!+�-��I�-�i��-�-! �� , � �, ��, � � r�- - � �: � � �_ � � � , � � � � � � � � � �� ;< < �_ � �, �_ � ��,_ � � ro _� � � � --- -� - -_ J- -�- J -- �--- �----�-- �-� - -- - --- --- - --_,-� --�--J-� --- J � - -J- -�- J � - _�___ �� ; : - : : : _ - : , : : : : �-' p`--------------------�-,_"__--_��--------------.�� _ 3.96 ~~' ,�-------------��---------- .------- ----- � :O 13 + 50, 00 ,�� : -. - : . . _ . . , : _ , : - , � � , � -F, � : :_� �_, ._ � , �_-�_ : : �� :_ � � ._ � . = � ��`k�'�� , - �"�'_�+�-�� +� _ �� . � � : � +, r; r ,��,+�+� , , _ �++� - � �_ �� ±�� !�. - ..��. �'��. >. . , �� - .., .. . ... , ._ _. _ _ . , . .. . , . , : PERMIT DRAWING SHEET 5 OF 7 _� - 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 2D 30 40 50 60 70 80 90 lOQ 110 12Q 13Q 14Q 150 a� 0 5 10 PROJ. REFERENGE NO. SNEET NO. N� � B-4598 X-2 . _ m � 150 140 130 12U 110 100 90 80 76 6D 50 40 30 : 2U 10 U 10 20 30 40 5U GO 70 8d 90 100 116 120 ]30 140 150 ro WETLANDS WETL4NDS O� ----------- -. -----��— - ----.-- ��------- ��.�� 3.88`—�s �� ---,_�� --------------------------------------- 0. . �- - _ _ - _ 20+00.00 _ _. ; _- r __ - - , , ,�� .,, I_ � - - WETLANDS I13 - , ,� �r : .:: -- � --- - - - i' -- -�--- --- --- -- -� - - '� - r - '-r � w�ru�.Nos � ;_ _ -_ . _ ---- � _ . �.. , : ; � . ��- ��-p , , . . . ... _ , . � ,T�. . ,... �;.: eNo coNsrnucrioN y � � � � � � _' > . � sra i9+so.ao _--- . -- - � -:-�- --� , - -- -- - - - - - - _ . � �� — -------------- ------_—__—__-__ �--- — —_—�—__ �f��~---3.84--- �� ------------------------------------------------- 0 ��_ � _� :_� ,_ � , � � , � �_ WETLANDS + 5 . ETLAyDS , ., i9 000 -� _ - �--: _ , �_ �„ � 1�� ,� _ �, � , . . ro _ _ ;� 9�#i ; : . , , . _ _ � � _ i1-N-r'� �-ti-F i� � ro � �� 0.031 0.002 : -------- �� `` p—�--------------------------------- — 3.91 �.�------------------------------------ -------- ----- p .: _ 19 +25.00 - tl , ._ ,_:�_ __.�_. ._ __::_:. __�_ . .:,;_ _..,.:__ ___r;_; _�. _..,,-�: -� �.�:_ _ _ ��_: ;. ._. �. _, D _:_• :..._ _ - - - �- - - - � �- - - - - , i - � � � i � r i �� , � � � i WETLAN S � r �:: WETLANDS _ _ r _ i .::,:� -i- I-- = n I-_ �r�:. .. � i�,__.r�_ �_ ---� i-� � ro �-_ � r� �, �, .�_ - T._ ; � �_ � � _ � � _�-r- . � .._-� , __T _, �� , _ - -. � _�_ 1a_ � __ T� : -�- � � �� - ' -- � - - '�, '�'7� T� .. � � �._. _?� a� _ . 10 i �. �. , ,.:!.; �. i..:!. �,... i.:.,!.. � ..:... '�.��.'. a �.:,. �� :..._.!...! _� �. ..?T. .v�.:, ��...,..!. .! . r�.`� -a-�� . .-I ..� ..:.�i I �� : r��3 � � - � .i.._�.. . . . .. . . . .. . . '. � . . �� . . _� . . . . ��J . � . ,. '' ,. �. ::. �, _ . .. �.. � �. ... . .......................... ..�....:�.....�.............. .... .. .... . . .. . .... .. .. ....._.................. ....... ... ... ..:� ....... ......:. . . . .... t .. .. . . .. . . .. . ... . .. . .. .. ..: .. ...::..............� . .. . .. . . . ... .. 4.45: U.03D O.OIp 3- � � ,�—_` �------------------ _—_--- --.---------------�� 3.45 ~ ��__�--------------------------------------- ----- Q WETLANDS : � 9 + OO.00 1NETLANDS . _ . _ � _�:_ ., �._. , . �:_ _ . - , _ _ = _: � , ._ -,_ � � , � i _ _ - - - - - � i ,� , , _ �� f !Q : 10 � � � � ,,, �,1� i 1- F i�.s..... � _ . . _ , : � . � � � ` __ _ �_ . _ _ __ _.. . _ _ _ � _ ._ _ . � , , , ,� , � � , 0.025 0.025 3' . _._ __.:.� _. ' ` Q`"-------------------��r--_�—__�__�__---------- — 3•1r~ 3.74 — ---------------------------------------------- 0 � � ... � . � ; 3 � 18 50 + a ,_ . _. , _. _ _ - - - -- - _ , . � �-� � : , � , . _ __.. _, .. iE $ ' + WETLANDS WETLANDS $ . . .... _ _ '�..:_I . . . . . . . a... .....-- - . . . . . . .. ..... .... -� : . . �. �. . . . . = 7 �: � . . . . . . . . . - �. . �. �. : � I+ = i' I . m � .�.: ... .... .. .. . .. 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F*� N . . .. . . .. �.. � . . . � � I 'L; ' .�� I�� . . . . 3 . ... . . . . ... .... . . . . .. � � �J� L ... �. . .. .... ... . . . . '. �Jf �. '. �. .. E i i , i I F �' � . . . . . . � . . . . . . . . ... .. . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . i. _ i _� `� -I_- . . . . . . . . . . . . . . . . . . . . . . . . . . . .__ . . . . . . . . . -0.025 0.625 -^ ��-� , rt s o� F— � � 1 ��---� 3:1 N � 0 --------------- —_\ '�_!_� ``_----------- --� ` 3.78 ~� �--- ---------- ~ —. ----- ----------------------- p o `�� ' , � .� _ _ 5a o0 � = �- - -- - -- -- — , ._ _ _ _ - - -_- - -- - - -- -- — - - ; _ � ;- , � � - --� r. --- �--- , , , + ] : -,--- �� ; , , E _ ; � . � � � � i � ' � I wEr�nwos ' _: `�, wErwvos , $� _ c . , w , � � � ',- � _ � �: : � � ►Q ; � � ' �-N+j__ �� , , F = ; , � � , � � � i � r ` 0.025 Q.025 - � : : , , , , °_' " ° , ; � � • � � � .— � � � 3:1 4.20 1 � 3:1 — -------------------- ----- ��----�� Q � _ 1� - �° �—�__�------ — �! ` �� _ _ . m _ � + _ , , _ H�+��. _ u_ Q � , -,_ . . ; , , . �+�t+�+!++�-�+� 17 + 00.00 +i�+�+,�+�j - ` —' -�+��=H+j-; �-�T� � �� _- I I ��+� - � �-�-� i-�-� , ,��-kl� mm _ : PERMIT DRAWING SHEET 6 OF 7 o _ _L _ o� �� %m 150 140 130 12D 110 1D0 90 SO 70 60 50 4p 30 2p 10 D 10 20 3U 40 5D 60 7D 8Q 90 100 110 120 130 14U 150 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 14+46 to 18+64 Roadway/Bridge 0.09 1 15+94 RT to 16+96 RT Roadway/Bridge < 0.01 1 14+35 to 18+90 Roadway/Bridge 0.07 1 16+39 to 16+74 Temp. Work Pad 0.02 1 16+10 RT,16+76 LT Excavation < 0.01 TOTALS*: 0.09 < 0.01 0.07 < 0.01 0.02 0 0 0 *Rounded totals are sum of actual impacts NOTES: Wetland impacts listed in table above are all in CAMA Wetlands. 0.01 acres of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures. <0.01 acres of Permanent SW impacts for interior bent at 16+43. 2013 10 24 Power Tideland EMC- John Marsh stated there are two poles on the east side of the bridge that will be moved back 15' to accommodate crane clearance. In addition one pole to the north of these poles will be moved to eliminate pull and the need for a side guy. A 15' wide TUE will be needed from the center of the poles on each side. It is recommended that the trees cut for clearing be left where they fall as there will be no other work in this area by any other contractors. This would leave a minimum impact on the wetland areas. All clearing will be with non-mechanized means. The existing poles will be left in place. At the completion of the bridge replacement the lines can be transferred back to the existing poles, as the proposed poles will be unreachable by a pole truck should an outage or maintenance be required. All pole placement inside the wetland areas will be accomplished with the use of matts. There will be minimum impact to environmentally sensitive areas due to the non-mechanized clearing and the use of matts. Telephone Century Link/Embarq- Mitch Averitte, stated that Century Link/Embarq has facilities in conflict. Relocation of the telephone facilities will be accomplished with a 4" directional drill. The proposed cables will be placed inside of the 4" plastic pipe pulled back with the directional drill. There are (2) buried copper cables on the right side of SR1324 (Florence Road) and (1) buried copper on the left side of SR1324 (Florence Road). This one buried copper crosses -L- at station 15+75 and transitions to an aerial crossing. This aerial crossing and all buried cables inside of the project limits will be replaced with (2) copper and (1) fiber optic cable. The relocated cables will be placed/relocated by directional drill. The bore entry will begin at station 13+75 RT-L to 19+50 RT-L. As outlined in the bore profile the bore will be a minimum of 15' below the stream bottom of Mason Creek. There will be no impact to environmentally sensitive areas due to the buried cable relocation because all trenching will take place in the roadway fill. All telephone lines constructed in wetlands, streams, and buffer zones will be by directional drill. Water Pamlico County Water- AI Gerard-, it has been determined there will be a conflict with the water line. Pamlico County Water requested the NCDOT handle the design, specifications, surveying, construction, inspection, ie., and all permitting required to relocate the existing water main located at the waterway crossing on Florence Road in Pamlico County. An existing 6" water line on the left side of SR1324 (Florence Road) will be replaced in kind by a new section of 6" water line. The relocated water line will be constructed by directional drill. The directional drill will begin approximately 25' after the start of the project in the roadway fill and end approximately 25' before the end of the project in the roadway fill. This bore will be a minimum of 10' below the stream bottom of Mason's Creek. There will be no impact to environmentally sensitive areas due to the water line because all trenching will take place in the roadway fill. All water line constructed in wetlands, streams, and buffer zones will be by directional drill. Cutoff valves will be provided on each side of the stream. Summary of Environmental Impacts Based on the preliminary relocation plans provided by the power and telephone companies, there appears to be minimum impacts. The proposed directional bores will enter and exit as such with minimum impacts. Silt fence and all proper erosion control measures will be required and implemented. Any proposed telephone splice pits will be outside of the wetland boundaries. Hand clearing is typically expected in the wetlands and required for most buffer impacts. In addition mats can be placed as well to further minimize impacts. � L m � i a� � .� a 0 , � � � � � � 0 L .> � w i � � � � � U .7 0 L � � _ / � � � �c m•; ._ cn � m �OE N � �? �� N�m �..� �x� � h See Sheet 9A For Index of Sheets See Sh�t 1 B for Conventlona! Symbals �� PA1I�LIC� coU�r� LOCATION: REPLACE BRIDGE Ib OYER MASON CREEK UK SR 1324 (FLORENCE RD.) TYPE UF WORK.• GRADING, DRAINAGE, STRUCTURE AND PAVIII�G PERMIT DRAWINGS STREAM AN D WETLAN D IMPACTS DUE TO UTILITY RELOCATION JULY 21, 2�16 DGE __�' � � �n� � /J END BRIDGE _ .. �� : a�-r i �e� �+� - . :- . • . . . '� �:, . • �� ! � • r I � • R • � ♦ �� '��" � Ie . � ° 0 •��• ,�RR ' � . , . �- ; • . �_ M� • . 'S'�..� ' . '' : -.� -'' '.�.. �_. • _: . �, . t----� . , .i , '�, , ,� �-, f`_�_= -L- POC STA. 13 + 75.00 ' � ' • � • �� ''°�-'---� ' ,_�-- • ; r`• BE�I N TI P PROJECT B-4598' � ' • �, • .' • �. • �'''� �-_ : • 5��'. �,_ __ + WETLANDS . • -`a� - 'l �1 9� w` ' � / i y ;�, . , • .,�. . .- _ �_ _ � ' -Si�''k3�� _ .�,� + �A� . �. ;-:� • . • , . �• + • • ' •� + Y+ • � • • �'. �� ' • • ' • .. .• � • � . ,r—f'� � WETLANDS �_ p 4 � ��--�� ' � _ � . _ ��-�""3 �� i ��' 1 �o � ��NCE CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II . THIS PROJECT 15 NOT WITHIN ANY MUNICIPAL BOUNDARIES. + 50.00 �qh � � PERMIT DRAWING SHEET 1 OF 7 oocuM�T ew�r coMsioe�o Flxu UNLESf ALLlIGNA7UREE COMPLFTED Pr�nred For: HYDRAULLCS EIYGIl1�8R GR.91°1�C SC�S DESIG21f DATA PROJECT LENGTH DIVISI011t OF HIGHWAYS ADT 2017 = 1065 r000 etreX Rters nr., Rste:r� xc, a�610 �0 25 0 50 100 ADT 2037 = 13�6 �� oa y �s �r�s rn r�) s�-aoe� DHV = 10 % I,E11tGTX R0.4DWAY TIP PRO]ECT 8-4598 = 0.088 �niles � 8� xL'1°`"B"8 8'' cmrruc�sa x°" o PLANS � �sr,a� a8rsa c�an Tb = 0°/a * LENGTH STRUCTURES TTP PROJBCT B-4598 = 0.021 niiles aolx sraam�xn sracrPrcexmuvs , r.e y � A w �0 25 0 50 100 JIMMY TERRY P.E. ' o TOTAL LSNGTH TTP PROJECT B-11598 = Od04 miles � ROADwRY DESIGN ,� V= GO MPH eS RIGHT PF WAY DATE: �o�' �� PRDFILE (HORIZONTAL) . MAY 16, 201G �� (TTST 1% + DUAL 9%} B�UrR� � S,�P.E�. Tp�� 10 5 0 10 20 FUNG7 CLA55=RURAL LOCAL �TT�G �TB� GARY LOVERING, PE PROFILE (VERTICJ1Lj SUB-REGIONAL TIER DESIGN JUNE 20, 2a17 „� ��„��,,, P$ a�wzznzx P0.0JECT REFERENCE NO. SHEEf NO. PERMIT DRAWINGS e-4�� 4 WETLAND IMPACTS EXISTING BRIDGE DIMENSIONS b0'X26' (DOUBLE�PAN}, 90 DEG. SKEW xm, s„E�r r,o. PROPOSED BRIDGE dIMENSIONS 110'X3b' {DOUBLE�PAN], 90 DEG. SKEW FOR B-4598 RDADWAY �ESIGN rrcoRnuucs Hand Clenring TOTAL PROJECT LENGTH - 575� ENGINEER BVGINEER in Wallanda PAMLICO �0�� 1 1 � STREAM AND WETLAND IMPACTS BRIDGE #680016 > ,; . , �� pj . � � -WLOI- 5TA 5+b4.39 ;� ; WL 5TA 0+00 / . Nq NC �n ^ ;' END WATERLINE �' ; BEGIN WATER LINE 7, �� C R z TIE TO EXIST. TGS TGS EHG/NEERS , ; T I E T O E X I S T. �'�. 3H � D � G" W ATER LI NE E N � �� 5� E r � R o u c, v s r �' �' 6" WATER LINE I �4 2 c� -� WOODS � RAL.E�G/-/.�vG 2T60.S i f 4 �// � PH l9l91773-8897 i � j� � �� DOCUMENT NOT COFIaIDERE� FINAL '� ' DRY BORE BZ � // `, � UNLE'dS ALL sIGNATURES COMPLETED e � (NO IMPACTS) � � � • � O � �f i° I � � CAMA � � � `�'�\ �T R,o � � � .� • •� � DARREL . �NRY � \ � . ? —g�M woo �` � � � � � � .� ALEX JON�S HEIF� � � � � -� � y� JS � � � �'' �04� � � � yL IXIST. POLES TO � � � /! ,( BE REMOVED ,� � m .� � � � PRO�LIMITS OF OPEN � � � � 'L ?' � 404 �� !'1, 1� � � 1� _ � , TREN Fi INSTALL4TION � � / � � 4„r' Jc '� JS� � I END OJ T . E r� � —wz6— � ,� �-�z, y� ,J� � 98 � �Z 1 4 ,� C� y� n3N � �y � � - A 19+5 0 i �,y� � e,,y �� 4 y4 PROP. LIM1T5 OF OPEN PROPOSED j5 '`'- o �,. � �l TRENCH INSTAL 110N � WATERLINE BY 4 ��r� \� • � \ / ,� � `".,,... lh 4�y�'�-..� �• . 1� � � � � � J� INOCIMPAGTS}ORE � �. � Sl � ` ° � � 1 \ / �� "y-_ � _ � � � CAMA � � „ � � 1 � � exrs y� � .. � `'' � P'C � ` � �R�W � � � '� `� � 1s� �y� �� . � � r_ . �'' `� "�'.'_ °�--�` ---- � � � � � � �_� � ~ T --� v C�_ + _� �S � _.._ �.._�. -.._ � �- R � 6�� o� . � ' � ��-�. `��= V �~ � ^ z �� T � `�--.. — = Y �— — — -- — — � � � ~ ~ ~ J �—� r ---'- ` �po , ` _ � ��` �� ``~ --�_ �"' — �` — � W� � r- � a . ~ w — r w �— � --�` `�� _� J r � i y FLOR ��_� �—� - — — — � � � £�� RO �SR ~� �� -�- •--_. �_ r� �P �f i T � � \ � � F �_� 13z�� TB2G � � � � 1B�Gf -L- r� . _�--� `� �� P Olw 4� WOOaS yc � �_ � C� �� ' � ---�v r-- PROP. GOPPERtFIBER \�� ~� � � / ---- �T — �� Y bIR�CTIONAL BORE � � -�-- � ^ � wtie— ___ � {N� IMPACTS] � � � � — — — — w� � � f — � � � ,� � e � � P� 2 � � 404 BEGIN CENTUR� LINK ORE � ` H ��y ^ � -?�1�L� �� i�y� �r 'C ` `� STA 50+OD \ y� _ � � FJ(I,ST. POLE TO REIVWN yG �� 9 � `� � er F113 T{� �TEMP Q��OW LINE � •1 �- e2 � ' ��,� � ,� � MA KE EXIS7. POLE TOI RE � rE o�H aow i � ��jE � � \ \ W00�5 � � B� / BE I PR E � • _}-!-� ,r->- � ,� • . / � 8-4598 2 � �T�MP. � _ `� �-� -LL STA. 13+75.D0 � UTILITY RELOCA � TEMP. MA7� FOR UTILITY REL TI � � � .��, I� � � � � � �CAMA � - •L� � � I y� �OP05ED POLE ,� ��,� � � TEMP. MATS FOR � n v � '� 4O4 � � � . � _ _ TUE � UTILITY REL6�ATION ygE15REMQVED � � � � .� � RUCE .. I E� � T�pIP. POWER POLE e NOTES: 1� � � �� ' S� TEMP. GUY WIRE `� Dq�r'�O RE I E E�D OVER � � 1. MASON CREEK IS IN THE NEUSE RIVER BASIN. � 1�0 fMPAGTS� SfA 30+1b+ - ° � 2. NEUSE RIVER BUFFER RULES IN EFFECT. � � �I �. TE�P. OVERHEA� ELEC7RIC LINE .� � ' t �---` Z� � • ..r—".. � 3. NO DECK �RAINS REQUIRED. O � �� / �� `� � r.1--� �~� Rp t5R +�2�� L.V. BROUGHTON HEIRS oasr. ove��a e�e ic uN -� � � r �� R�NCE P 4. CLEARING SHALL BE PERFORMED PER NCDOT TO BE TEMPORARILY EENER ED '" '� " 5 ��-' F�-`" r� � METHOD u. ,,, .LL �°� ALEX JONES HEIRy�� $ --�" € 5. FELLED TREES OR PORTIONS THEREOF TO BE WOODS $TAP23�+3flR ��E � ,� CAMA ��'F •• �� `� "'^ �!� � �� / `.� HAND CLEARED THAT FALL WITHIN PROPOSED \ � / � RIGHT OF WAY 5HALL BE REMOVED FR4M THE y� ✓S+ / Y� � SITE. FELLED TREES WITHIN TEMPORARY UTILITY TEMP, GUY WIRE � � �4 �� 3 EASEMENT BUT OUTSIDE PROP05ED RIGHT OF .� � N t� CENTURY WAY MAY BE LEFf IN PLACE. , PRpP. COP ER[FIBER � E 5TA 58+75� BY DIRECTIONA BORE I CTIO , L BORE � 5 G�� 50 P E RMIT D RAW I N G �>\ � {NO IMPACTS)� ��N ,,,,,PA s� � SHEET 2 OF 7 � � � s�z INSET A s �;� P0.0JECT REFERENCE NO. SHEEf NO. PERMIT DRAWINGS e-4�� 4 WETLAND IMPACTS EXISTING BRIDGE DIMENSIONS b0'X26' (DOUBLE�PAN}, 90 DEG. SKEW xm, s„E�r r,o. PROPOSED BRIDGE dIMENSIONS 110'X3b' {DOUBLE�PAN], 90 DEG. SKEW FOR B-4598 RDADWAY �ESIGN rrcoRnuucs Hand Clenring TOTAL PROJECT LENGTH - 575� ENGINEER BVGINEER in Wallanda PAMLICO �0�� 1 1 � STREAM AND WETLAND IMPACTS BRIDGE #680016 > ,; . , �� pj . � � -WLOI- 5TA 5+b4.39 ;� ; WL 5TA 0+00 / . Nq NC �n ^ ;' END WATERLINE �' ; BEGIN WATER LINE 7, �� C R z TIE TO EXIST. TGS TGS EHG/NEERS , ; T I E T O E X I S T. �'�. 3H � D � G" W ATER LI NE E N � �� 5� E r � R o u c, v s r �' �' 6" WATER LINE I �4 2 c� -� WOODS � RAL.E�G/-/.�vG 2T60.S i f 4 �// � PH l9l91773-8897 i � J� � �� DOCUMENT NOT COFIaIDERE� FINAL ,� � � � UNLE'dS ALL sIGNATURES COMPLETED ,� DRIf�BORE BZ 1 •' / � • � ; (NO IMPACTS) � � � • � O � -� — � � CAMA � � � �`s'M, � R,o � � — .� • �� +� DARREL . �NRY Q � ` ? — �g�'"` � � ` � � � ,� ALEX JON�S HEIF� � � �O4 � � — —9 woo �` � � � � � y� � ' JS r 1� � � � � y� � yL IXIST. POLES TO � I /! ,( 1 BE REMOVED ,� ` � ' . . .� . � � � . . PRO LIMITS OF OPEN <_. titi � 404 . � _:� � 2 m ti � � . • , TREN�F1 INSTALLATION �1 � � / '� � � � � '� � JS • I END OJ T E r�`—wz6—� � f� . . � o�y � \ �z � � 4 .� 1 � � ,� . n3N � _ 3�•', � � - 9A 19+ 09, �,y� P OPOSED � - � � � 4 y4 PROP. LJM1T5 OF OPEN yG . � 4 � . � � / '"`-�``--�-,. la��`^-=v-1 � �•,. 1� � �l TRENCH INSTAL�TION DIREGTIONAL BORE �' - • �� - � ,� �� \ J, / 1G � � � `� � �NO IMPACTS} � � . ^� '~� `� �' � � � � � � CAMA � � '� r�:� . � . , - . sr. . - — � `'`^ �.. � �X!$ . � �' v . h � .` • • . . ` - � � .1 � � � � r_ . � � p�C � � � �R��, . � . . . i .- -�` � � 1� 1s� f� y �`v. � � ' � � �, � � � .. ,.,, � y i-� . � a ,� ��r -►�i = � � . ��- � � �`` --�.`-.�_-_- � _ _ � �' . � � �,y � R � J B,.s — `� �--- � ° � � �-� � �� -.� ��l�-a-�`� � . . _ 4-�� , - ----- �,� �+ � ' �� T � `�--.. � - = - `� - - -� - - _ �-- � � � .s- �---�- ` �po y� ` : �,. rr� ,.._ �" "`" --- � � w�B � r � ° ' � yy _-----� � � �_ _�--- �----" � . � —. � — � 4 �' — �--. .. �'o„""'.+.. "`—, —a . r ,��f _,�.--�"'� r �' FLOR `-�"`�3 . i.n - — — — � � � £�� RO rSR 6. � ��~ -�^ •-_--. ; �� r� �''� �~ i T r-�"� � � • • _ � F _-�-�.__.., z�� TB2G � . � 0 1�ZGi 'L- r= '�--� �� olw Q� W 00 a5 4�- � --�_. . � �: C� �-- -� pv ' • w�� _._,_4_ ~� �, � � �_ r.r, - -�--- � �� PRO�GO PPERtFIBER � • � �l bIR�CTIONAL BORE � � ~�� r- � � � � Y � wLB-j � �-� � n {N� IMPACTS � � � — ]� � � — WL � � � � � � �.. -- � �� P� � � � eI � P � � BEGIN CENTUR� LINK BORE � ` H �ar�,�,�y � _��?�L� �� I�a� �r 'C ` 4�4 STA 50+OD \ y� _ � � � FJ(I,ST. POLE TO REIVWN yG �� 9 / �2 � er F� T� �TEMP QL��OW LINE � iv VI � �- e2 � � �' % � ' � / % . TE O/N POMM L TY£ r� � WOO�$ ��'�B� / � BE I PR E � KE EXIST. POLE TOI RE � �V � \ � � .'� . � � .` 5 � /� 8-4598 2 �P. IA � . y� �- `� � -� -LL STA. 13+75.D0 �� UTILITY RELOCA TEMP. MA7� FOR UTILITY REL TI ,� .�� I� � � ` � . �CAMA .� .L� � � � I y� �OP05ED POLE ,� ��,� � v � 404 � � � \ � � � ` TUE , �g ' � TEMP. MATS FOR � EXI5T. POLE �O ` `� � �.� .�J" UTILITY REL6�ATION ygE REMOVED y�. : � � 1G \ RU�E ,' • I E� `� h z,� 1� ��(p1P. POWER POLE e NOTES: y� � '�'�' �r' ��' � I E ED OVER � � 1. MASON CREEK IS IN THE NEUSE RIVER BASIN. � .� �� ^ TEMP. GUY WIRE `� DI�Y '�ORE � �r�F Z r�o fMPAGTS� SfA 3+�16+- -� � 2. NEUSE RIVER BUFFER RULES IN EFFECT. � � �I �� TE�P. OVERHEA� ELEC7RIC LINE .� .,, �' � �,., � 3. NO DECK �RAINS REQUIRED. O � � � ��' `� � ' �� t5R +�2� L.V. BROUGHTON HEIRS oasr.ove��a e�e ic uN �-� � � � r -----�"� R�� R° P 4. CLEARING SHALL BE PERFORMED PER NCDOT TO BE TEMPORARILY EENER ED '" '� " 5 ��-' `y F.�-'' -��3 � METHOD u. ,,, .LL �°� ALEX JONES HEIR $ ---� € 5. FELLED TREES OR PORTIONS THEREOF TO BE 5TAP23�3flR ��E < CAMA ��'F 'N ''^�!� �� Iti WOODS 1� �� '� l HAND CLEARED THAT FALL WITHIN PROPOSED \ � / � RIGHT OF WAY 5HALL BE REMOVED FR4M THE y� ✓S+ / Y� �- SITE. FELLED TREES WITHIN TEMPORARY UTILITY TEMP, GUY WIRE � � �4 �� 3 EASEMENT BUT OUTSIDE PROP05ED RIGHT OF .� � N t� CENTURY WAY MAY BE LEFf IN PLACE. , PRpP. 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"� . : . .. ,.: ! . . . . �. . . : . . . . . . � .. .L E_ BEGIN TRENCHLESS INSTALLATION. END WA ER LINE, �?!' WETLANDS I,_ WETLAND$ ` TIE-INTTO EXISTING BEGIN DR 14 C-900 FUSIBLE WATER LINE. � "^' "` �: PROP. 11.25 VERTICAL BEND 3� 6" WATER LINE. -WL01- STA Q+20.44 MIN PRQP. 8" TAPPING VALVE `- -L- STA. 13+95.76 LT 16.15' ——��—��.�_�------�^•. �r.�—.��,_—w---�—��.: -WLqS- 518 5+6LT�9 9� ��- � _ -�r : ` - - TA 8.2 + 0 - _ ,_:.,: ._ . . : _ : : : � �::. � �� _ :.�I': ...L . . - . � . . �P'.. . . . . . . . . .. .f - .. .... . .. TIE-IN TO EXISTING - � ' BEGIN WATER LINE. i- --i- r! MEAN HIGH WATER = Q.Q' �;�- `'{- ; _ r r _ -- r � � ""1' � �L �r' : . 1 a, , i 6" WATER LINE. _ .... .... .... _ __ '-� PROP. B" TAPPING VALVE � - � ESS I STALLAT ON. ; �I EN6 TRENCHL N I ;' WLD1- STA D+DD � ` t ��.�. $-}-F; ENQ UR 14 C-900 FUSIBLE WATER LINE. p�� p� - -L- STA 13+75 LT 15.36' = PROP. 11.25 VERTICAL BEND PERIr1IT DICMWING ,_,. �� --�... , , �� ,-�--�, _ . : `: , - - - . . �. ,._�. A 5+99 71 L 5TA '' w�o� sT SHEET 4 OF 7 - - . 19 25.3 .57 + 3 LT 17 Q 1 2 3 4 5 . I� �e-as�a � x-i � 150 140 130 120 110 100 90 &0 7Q 60 5Q 40 3p . _ 2R 10. 0 10: :: 2R .: :::3Q :: : 4R 50: ::. bQ::: 7U .. SU 90..: 1Q0. .. 11Q. 120. .. 130 140. .. 150 END BWDGE �- STA.16+99.19 -i- _: :. -. : . __ i '._i. __ . � . . . . i i �_,_!.�__ �_ i- .. i i i �� i i i �i -._L �,�_ � '_LI_L 1 i .. i i .. .'_ i "= i .._i i - . .- i '�i� -y �i . . . . . . . . . . . i ...J._ i 1 � _L li i iJ_ _� ._L �1 ._L L � .1 _L..... . . . . . � _ - -- - - - - - - - - - - ro . � � � - �- --', , � - - -- -1 , -, I'- O.D25 0.025 -- - -- -- .. i .,-... . . ,,.. ... -.', . ., • . ' • .,, . . . . . . . I . _ _ ,. . . _ . . i � i . .., I . .. . . .. . . .. ... . . .. .. .. '.� . .. .. ... .. . . .. .... . .� i i i ...,....,e. , .. . ' ,. ,.'... : i i ��.. ... . e0�0e0��000�e�ee�Be�eB .'. ! ...... .. .., .. 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I ._ ... . . 150 140 130 120 110 100 90 80 70 . . �H�-J� ��. . . . . ' � . I' '. �:- ...; . . . : �:�. . . : 60 50 40 30 20 1 I � oo � o 0 11 l ��I_ I L �! I I�.� �1 L!L L L I- � I I I I !.�i - .... .�.i-._ ..': .,.: � �- ��-�..: ... .:. ..� .... . � —� _ . PERMIT DRAWING SHEET 6 OF 7 10 0 10 2D 30 40 50 60 70 80 90 lOQ 110 12Q 13Q 14Q 150 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 L 13+68 to 20+15 Overhead Power Line 0.13 TOTALS*: 0.13 0 0 0 *Rounded totals are sum of actual impacts NOTES: Wetland Impacts listed in table above are total quantities for both CAMA & 404 Wetlands. 0.09 acres of Hand Clearing are in CAMA Wetlands. Revised 2013 10 24 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 Overhead Power Line L 13+84 to 15+55 X 2157 837 2994 2 Overhead Power Line L 19+04 to 19+84 X 358 218 576 TOTAL: 2515.0 1055.0 3570.0 0.0 0.0 0.0 NOTES: All Zone 1 and Zone 2 impacts are due to overhead power line relocations which are exempt impacts. Rev. May 2006 Rev.Jan 2009 . .. .. .. • � •� 1333' Wea�er Camp Rd 1324 t Ch. erritt 55 See Sheet 9 A For I ndex of Sheets See Sheet �8 for Conventlonal Symbols � 1324 Florence Rd 1332 Murphy Farm Rd 1322 Trent Rd 1330 1374 Bell Days 1 Poink Landing Rd Rd concord Church 1329 `— Sanders Road PROJ ECT LQCATI4N 1325 Browns C Rd k� 137� � 1321 1381 � Straight ° Rd � < 1383 Paml� 13 ��' ad �.' B Creek Chapel 1 3 5 5 �320 1321 Pamlico Rd � VI C I N ITY MAP OFFSITE DETDUR a � � m � � Z � � r� � o '� Hc MF �y '�R� y'Y � SS -L- PQC STA. 13 + 75. �� 1'.�� "1'I��: C�)I�� \C�)i'�"I`1-I � �.�� i'�C�>I. I \ .�� I1�1 �� l�I(�>\ (�)l�� I-I I� � [-I ��.�� "� LOCA TI011 t: REPLA CE BRIDGE l6 0 T�ER 1�!A Sa11 t CREEK o�r sR 1324 tFLo��c� Rv.} T YPE 4F W�RK; GRADIII tG, DRAI11 tA GE, STR UCT URE A11 tD PA T�I11 tG �� i �� BEGIN BRIDGE —L— POC STA. 15 + 86.81 ,, ,/ / C�-� � BEGI N TI P PRQJ ECT B-4598 �L� END BRIDGE —L— POC STA. 1 b + SR �� 19 � ;ti ��=� � D• REN� � -- FLo __ __--- __--� OR�NC� �� -L- POC STA. 19 +50.0� END TIP PRQJECT B-4598 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II . THIS PROJECT IS NOT WITHIN ANY MUNICIPAL B4UNDARIES. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED .� GRAPHIC SCAI�ES DESIG11l DAT'A PRDJECT I�E11tGTH Prepared For: HYDRAUI�ICS ENGI11tEER DI VISI�11 t DF HIGHWA YS ADT 2017 = 1065 1000 Birch Ridge Dr., Radeigh xc, 27b10 50 25 0 50 100 ADT 2037 = 1326 �� ' �� p� ENGINEERS �S ENGINEER.4 PH (7U4) 476-0003 � �`�� DHV = 10 % LE1I�GTH RQADWAY TIP PROJECT B-�S98 = 0.088 »aides - 8� N.LAFAYETTE 5T co� Lrcr�vs� xo.: ��' °�� PLANS p= 55 % . � s�r,ar,xc zslso c-0z�s p.� � � 50 25 0 50 100 T= 10 °/Q * �xGTH STRUCTURES TIP PRUJECT B�598 = 0.021 males 2012 STANDARD SPECIFICATIONS Slcx��vx�. � � TOTAL LE11tGTH TIP PRD ECT 8�598 = 0.109 males .1IMMY TERRY, P.E. ROADWAY DESIG11t � � V= 60 MPH J RIGHT OF WAY DATE: P1iOJECT ENGINEER E11tGINEER � ,�� PROFILE �HORIZONTAL} *��ST 1% + DUAL 9%} MAY 1ti, 2016 BURKE EVANS, P.E. �`�� O �J O � O Z O PROJECT DBSIGN E11�GINEER � g�� FUNCT CLASS = RURAL LOCAL LETTI11tG DATE: GARY LOVERI NG, PE PROFILE �1/ERTICAL� SUB—REGI4NAL TIER DESIGN JUNE 20, 2017 NCDOT ROADWA DESIGN p� SIGNATURE: � BQUND�4RIES 14ND PROPERTY.• State Line Cou nty Li ne --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number 12� Existing Fence Line -x x x- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -w�a- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary �^B Existing Endangered Plant Boundary �B Existing Historic Property Boundary HPB Known Contamination Area; Soil -�--�-- Potential Contamination Area: Soil -�--�-- Known Contamination Area: Water -�--�-- Potential Contamination Area: Water -�--�-- Contaminated Site: Known or Potential '�' � BUIIDINGS �4ND DTHER CULTURE: Gas Pump Vent or l� Tank Cap o Sign � We I I ° Small Mine �' Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir � � Jurisdictional Stream �S ... — BufFer Zone 1 az � BufFer Zone 2 Bz 2 F I ow Arrow �--- --- Disappearing Stream �--- --- S pri ng c�'� -�_.--� Wetland � Proposed Lateral, Tail, Head Ditch � FiQ► False Sump �� 4 �� Note: Not to Scale *S. U.E. = Suhsurface Utility Engi�aeerang �Ir,�o�s: Standard Gauge CSX TRANSPORTATION RR Signal Milepost ,�,r�� 35 Switch � SWITCH RR Abandoned � � � � RR Dismantled -------- RIGHT QF TY�4Y.• Baseline Control Point � Existing Right of Way Marker 0 Existing Right of Way Line - Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access ' � \ / Proposed Control of Access Existing Easement Line E Proposed Temporary Construction Easement - E Proposed Temporary Drainage Easement TDE Proposed Permanent Drainage Easement PDE Proposed Permanent Drainage / Utility Easement ouE Proposed Permanent Utility Easement PUE Proposed Temporary Utility Easement TUE Proposed Aerial Utility Easement AUE Proposed Permanent Easement with Iron Pin and Cap Marker R0�4I1S �4ND REI�4TED F�4TURES: Existing Edge of Pavement — Existing Curb — � I Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal T�'GET�4TION.• Single Tree Single Shrub � � Hedge Woods Line -- -- -- -- -- Qrchard Vi neya rd EXISTING STRUCTU1eES.• MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• P4WER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer IY�G Power Cable Hand Hole H-Frame Pole IYC� Power Line LOS B�S. U. E.*} I.V�G Power Line LOS C�S.U.E.*� WG Power Line L4S D�S.U.E.*� TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower l� Telephone Cable Hand Hole la/iG Telephone Cable LOS B�S.U.E.*] la/iG Telephone Cable LOS C[S.U.E.*j la/iG Telephone Cable LOS D[S.U.E.*j l�G Telephone Conduit L�S B(S.U.E.*j l�iG Telephone Conduit L�S C(S.U.E.*) I�VG Telephone Conduit L�S D�S.U.E.*] I�VG Fiber Optics Cable L45 B�S.U.E.*� I�VG Fiber Optics Cable L45 C�S.U.E.*) I�VG Fiber Optics Cable L45 D�S.U.E.*} � � � � Vlneyard coNc ) coNc ww C coNc Hw ❑ CB 0 5 • • 0 ►� n �� - - - -P---- - -P- - P � � O ❑T � HH -- --T---- - -T- - T ----TC---- - -TC- - T� ----T FO---- --T FO--- T FO WATER: Water Manhole Water Meter Water Valve Water Hydrant l�G Water Line L4S B(S.U.E*) l�iG Water Li ne L4S C�S. U. E*� l�G Water Li ne L4S D�S. U. E*y Above Ground Water Line N: TV Pedestal TV Towe r U/�G TV Cable Hand Hole U/�G TV Cable LOS B�S.U.E.*) U/�G TV Cable LOS C(S.U.E.*� U/�G TV Cable LOS D(S.U.E.*� U/�G Fiber Optic Cable LOS B�S.U.E.*) U/�G Fiber Optic Cable LOS C(S.U.E.*} U/�G Fiber Optic Cable LOS D(S.U.E.*� GAS: Gas Valve Gas Meter LI�G Gas Line L�S B(S.U.E.�`) LVrG Gas Line L�S C�S.U.E.*� LViG Gas Line L�S D�S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout l� Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B�S.U.E.*� SS Forced Main Line LOS C(S.U.E,*� SS Forced Main Line LOS D(S.U.E.*� MISCELLANE4US: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown l�G Line LOS B{S.U.E.*) LV�G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A� Tank; Water, Gas, 4il Geoenvironmental Boring LV�G Test Hole L4S A(S.U.E.*j Abandoned According to Utility Records - End of Information O 0 ►:. •o w w A/G Watar ----TY--- - --TY-- TV ----TV FO--- - -TY FO- TV FO � � ----�---- G A/G Gas � .. • SS A/G Sanitary Sewer ----F55---- - - FSS FSS � 0 � ❑s -7UTL 0 UST 0 � m AATU R E.O.I. �� DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "64598-1" WITH NAD 83/95 STATE PLANE GRID COORDINATES OF NORTHING: 511580.0040(ft) EASTING: 2692942.580(ft) ELEVATION: 3.19(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99988041 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B4598-1" TO -L- STATION 13+75.00 IS S 53° 21' 20.4" W 1174.21' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 S UR T�EY BL POINT 1 2 3 4 GPS1 �\\\ `� � ` �� ro �� , �, � � c �RR��T� ss DESCo BL-1 BL-2 BL-3 BL-4 B4598-1 -BL- 2 -L- POC STA. 13 + 75.00 BEGIN TIP PROJECT B-4598 LOCALIZED PROJECT COORDINATES: N: 510879.180 E: 2692000.444 ROW & EASEMENTS C01�TR OL BASELINES NORTH EAST 51PJ827o597�J 2691145o115�J 51(�817 , 317�J 269174f� 0 971 �1 51PJ999o999PJ 2692287o52�PJ 51 1266 0 773PJ 26926�Jf� e 572PJ 51 158PJ o PJ�4P 2692942 0 58PJ�J SHEET 8-4598 BENCHMARKS ELEVATION 3008 2e76 3 0 3 PJ 2,77 3019 ��.��*�*��*��**��*��* BM1 ELEVATION = 2033 N 51 PJ874 E 2692f�95 L STATION 14�6PoPJPJ 38 RIGHT R/R SPIKE SET IN POWER POLE #57965 �*�***�*�*�*�****�***�*�*�*�*�*�***�*�*� ROW MARKER IRON PIN AND CRP-E R�IGN STRTION OFFSET NORTH ERST L 14�48,22 4�,P� 510867,�669 2692�84,2377 L 14�48,22 -4f�,0f� 51�941,2445 2692f�54o2762 L 14�48,22 -29038 510931,3996 2692PJ58o2527 L 14�48,22 3PJ,62 51�875,766� 2692f�8PJ,724PJ L 19�14,38 -4f�,P0 511182,5268 2692432087f�1 L 19�14,38 4PJ,PJPJ 511124,PJ424 2692487e4556 L 19�14,38 -3PJ,OJPJ 511175,2162 2692439,6933 L 19�14,38 30,Pf� 511131,3529 269248f�,6324 DESIGN ALIGNMENTS TYPE STqTION NORTH EqST POT 1��P0,0f� 51f�827,2539 269163�,6694 PC 1��87e84 51PJ83PJo�898 2691718e4663 PCC 14 � 48 a 22 51 PJ9PJ4 0 1557 2692PJ69 0 2569 PCC 19�14,38 511153,2846 269246f�,1628 PT 22�62,28 511394,1385 2692711,1949 L STATION OFFSET OUTSIDE PROJECT LIMITS 1 1� PJ9 e 63 13 0 73 RT 16�85005 15e16 RT 2PJ�94o26 14012 RT OUTSIDE PROJECT LIMITS �pRENCE��--= -� � SR 1324�F--�`-�p F��R�NCE NOTE: DRAWING NOT TO SCALE NCDOT GPS 84598-1 -L- POC STA. 19 + 50.00 LOCALIZED PROJECT COORDINATES N: 511177.628 E: 2692486.171 NOTES: 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTPS://CONNECT.NCDOT. GOV/RESO URCES/LOCATION/ THE FILES TO BE FOUND ARE AS FOLLOWS: B-4598 LS CONTR OL. TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND S URVEYS UNIT. � INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NETWORK ESTABLISHED FROM NGS ONLINE POSITIONING SERVICE (OPUS) o' o, � N \ � PAVEIIAENT SCHEDULE FINAL PAVEMENT DESIGN: SEPTEMBER 6, 2012 Cl PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 137.5 Lbs PER SQUARE YARD IN EACH 4F TW4 LAYERS. PROP. VARIABLE DEPTN ASPNALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN C2 AVERAGE RATE OF 110 Lbs PER SQUARE YARD PER 1" DEPTH, TO BE PLACED IN LAYER5 NOT LE55 THAN 1.0" OR GREATER THAN 1.5" IN DEPTH. E� PRQP. APPROX. 4.5" ASPHALT CONCRETE BASE COURSE, TYPE B25,OB, AT AN AVERAGE RATE OF 513 Lbs PER SQUARE YARD. PROP. VARIABLE DEPTH ASPHALT CONCRETE BA5E COURSE, TYPE B25AB, AT AN E2 AVERAGE RATE OF 114 Lbs PER SQUARE YARD PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 4.0" OR GREATER THAN 5.5" IN DEPTH. R CONCRETE SHOULDER BERM GUTTER T EARTH MATERIAL U EXISTING PAVEMENT V INCIDENTAL MILLING W VARIABLE DEPTH ASPHALT PAVEMENT jSEE STANDARD WEDGING DETAIL THIS SHEETj PAVEMENT EDGE SLOPES AND TRENCH SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. DETAIL FOR SHOULDER BERM GUTTER SEE CORRESPONDING TYPICAL SECTION FOR PAVEMENT DESIGN. SEE TYPICAL SECTIONS AND PLANS FOR ACTUAL DIMENSIONS. 3' 4'-9" ,L FULL DEPTH Z PAVED SHOULDER g � O W {� �.��rJ � , W , �Q� � 3 R --. � - oR��NA� GROUND GRADE TO THIS LINE LINE STATIONS -L- 15 + 38.00 to 15 + 75.06 LT -L- 17 + 10.94 to 17 + 2 8.00 LT 42" VERTICAL CONCRETE BARRI ER RAI L � � �_ 1' 1" VAR. C1 E2 � 4A" MIN. 25" MIN. � / / / / � / � / � � � - � ``� � -L- SR 1324 (FLORENCE ROAD) TIE TO EXIST � INCIDENTAL MILLING � AS NEEDED � �\ �\ � \ � � � � � �\ f- ORIGINAL TYP I CAL S ECTI O N N O. 1 oRi�iNA� GROUND GROUND � -L- : GRADE , � C1 E2 DETAIL SHOWING METHOD OF WEDGING � C�, -L- SR 1324 [FLQRENCE ROAD� L 33'-10" CLEAR ROADWAY 12'-0" GRADE 12'-0" VAR. 1'-1" TYPI CAL S ECTI 4 N o N STRU CTU RE FROM -L- STA. 15 + 86.81 TO STA. 1 fi + 99.19 (SEE STRUCTURE PLANS FOR BRIDGE CONSTRUCTION DETAIL AND DIMENSIONING AS WELL AS DETAILS OF BRIDGE RAIL AND ASPHALT OVERLAY.) 42" VERTICAL CONCRETE BARRIER RAI L FROM -L- STA. 13 + 75.00 TO STA. 14 + 00.00 FROM -L- STA. 19 + 25.00 TO STA. 19 + 50.00 � 1' �l� - ORIGINAL GROUND ��1�_ ORIGINAL GROUND � -L- SR 1324 (FLORENCE ROAD) 3`� J VARIES 8.7' `; J VARIES 9.6' `, J3`, FDPS � VARI ES Q' TD 2' p,08 �C •1 �. 3• � GRADE TO THIS LINE •1 '' " . 3• � � I I � C1 E1 TO 12.0' � I 1 TO 12.0' � I GRADE ; PoirvT 0.025 FT/�T 0.025 FTiFT W i ��` �C1 � FDPS VARIES 0.08 0' TO 2' 5 E1 TYPICAL SECTION NO. 2 FROM -L- STA. 14 + 00.00 TO STA. 14 + 50.00 F ROM -L- STA. 18 + 75.00 TO STA. 19 + 2 5. 00 3' 2r FDPS � p.08 �C T 12' T � -L- SR 1324 (FLORENCE ROAD) ; 12' 3' I 7' WiVR � I GRADE � POI NT 0.025 FT/FT 0.025 FTiFT �� , E1 GRADE TQ THIS LINE T��` ( C1 2r FDPS � 4• 08 5 T PR4JECT REFERENCE NO. �w sHE�r No. ROADWAY DESIGN ENGINEER SHEET NO. �/l-1 PAVEMENT DESIGN ENGINEER TGS ENGINEERS ENGINEERS B04-C N. LAFAYETTE ST �SHELBY. NC 28 150 � PH �704) 4T6-0003 CORP. LICENSE NO.: C-02T5 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3•� \� GRADE TO THIS LINE TYPICAL SECTI�N No, 3 FROM -L- STA. 14 + 50.00 TO STA. 15 + 86.81 (BEGIN BRIDGE� FROM -L- STA. 16 + 99.19 (END BRIDGE) TO STA. 18 + 75.00 NOTE: PAVE TO THE FACE OF GUARDRAIL �� ORIGINAL GROUND �� ORIGINAL GROUND , 1 , /. 0 — --�nnr�i�•• � i - %/� . � •� � . ` % - . � �� %/,� '-�� - . �0�:��;�1 �► -' ��`�i� V%Z�7..�`:�: � ��1 �� "'��., � - � ''�F�� '>��' �� ' �,.^..� � � ��.� � �� -. � �i. ��,�,'i,�l� � �K�� ►- � �, �`� �" i ��A�� :�� , �,.■■ � � � � � �=;� =�'� ��,��.�■ �'�� ,��' ,-� �� ir.i�a ��.�■ �i.��- � �► . .� ' Y.-.�. — ��I �� ,�� i %/' \�� i. - �,� r:-, � � , ,�i��i�r��r'!�� ` � � �;irr�i;� �,• 4�ry �-,�.,,,r,, � 111�� , + �;r,�.r� . � � Lia � �� ..t. � ,�v , � � .: . . . . .�� . ._ . � . .. . �. A ��►�''�i " ► �. . � �/ , � _ �� : ��' ' _� • � f �� :�o-�-�_��.'�.�� t � �a � *:r�e�s�l�`� � ��l�! _ � � � � � +��_'�- � �!�� „_`_� � [ . , �UJ�(.'T 1� _ 19 + 50_00 1 ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ :: . � i utKc Ta utK� T[� DtKC Ta 1 :'��.�i�1I1 ■ m�..�.�..�.�.=.��,mm - � � rL.%;,.1� ��►�l�J►��I.`.V.t.`.'L C�/►'L�� '�"�"�'� � � r��r��r��i � # � _ • \ ■■■■1 �\�/�\ 1 [• :Z�III�III . %�III�III III �� VT 4VN�IDtKtD rINAL C�NATllRE4 CAMPLETEe DERC TC� DERC T� DERC Tn DERC TC� � • �\%\ 1 [• _\%r � [• I�III�III '��.'�I�III �� III !�III�III :fS.Z1�1I1 :f�1I1�1I1 � -�-.-.�.-.-.-.-` ` . ��= -::_._._.=.:.=.-:.=:':=:=.=i=i=i-.�.�.�.:�1 � , � - = • ► ::::�