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Home My WebLink About20170424 Ver 1_B-5236 Nationwide CAMA New Hanover April 7 2017_20170407STATE OF NORTH CAROLINA DEPAR'TMENT OF TRANSPORTATION ROY COOPER GOVERNOR Apri17, 2017 Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 ATTN: Mr. Brad Shaver NCDOT Coordinator JAMES H. TROGDON, III SECRETARY 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 Permit 23, Section 401 Water Quality Certification and CAMA Major Development Permit for the Proposed Replacement of Bridge No. 19 over Lords Creek on SR 1100 (River Road) in New Hanover County, North Carolina; TIP No. B-5236; Federal Aid Project No. BRZ-1100(29); Debit $475 from WBS No. 42840.1.1 Dear Sirs, The North Carolina Department of Transportation (NCDOT) proposes to replace the existing 91-foot, three-span bridge No. 19 with a 120-foot, two-span bridge on existing alignment. Traffic will be maintained using an off-site detour. Permanent impacts to coastal wetlands total 0.18 acre. An additional 421inear feet of permanent stream impact will occur to Lords Creek due to bank stabilization. All utilities will be relocated with no impacts to jurisdictional streams or wetlands. Please see enclosed copies of the Pre-Construction Notification (PCN), Division of Coastal Management Major Permit Forms 1, 2 and 5, Division of Mitigation Services Acceptance Letter, pernut drawings, stormwater management plan, utility drawings, and roadway plans for the above referenced project. A Programmatic Categorical Exclusion (PCE) was completed in January 2015, and 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 September 19, 2017 and a review date of August 1, 2017. The project schedule may be advanced if funding becomes available. Regulatory Approvals Section 10 Permit: 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 Harbors Act of March 3, 1899 (33 U.S.C. 403) MailingAddress: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 I O2O BIRCH RIDGE DRIVE NATURAL ENVIRONMENT SECTION CuStOrit¢Y SErviC¢: 1-H%%-36H-496H RALEIGH NC Z.%61O IS9g MAIL SERVICE CENTER Website.• www.ncdot.gov RALEIGH NC 2%699-1S9g Section 404 Permit: We anticipate that the bridge replacement, including all approach work will be authorized under Section 404 Nationwide Permit 23 in accordance with Section 404 of the Clean Water Act (33 U.S.C. 1344). Section 401 Permit: We anticipate 401 General Certification number 4093 will apply to this project. NCDOT is requesting written concurrence from the North Carolina Department of Environmental Quality, Division of Water Resources. CAMA Major Development Pernut: NCDOT requests that the proposed work be authorized under a Coastal Area Management Act Major Pernut. Adjacent riparian landowner certified mail return receipts will be provided once they are received. Authorization to debit the $475 Permit Application Fee from WBS Element 42840.1.1 is hereby given. A copy of this permit application will be posted on the NCDOT Website at htt�s://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links > Permit Applications. Should you have any questions regarding this information, please contact Jason Dilday at (919) 707-6111 or jldilday@ncdot.gov. Sincerely, o,� Philip S. Harris III, P.E., C.P.M., Manager � Natural Environment Section cc: NCDOT Permit 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: 23 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: 8-5236 - PROPOSED REPLACMENT OF BRIDGE NO. 19 ON SR 1100 (RIVER ROAD) OVER LORDS CREEK 2b. County: New Hanover 2c. Nearest municipality / town: Wilmington 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state g_5236 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.: 919-707-6111 3g. Fax no.: 919-212-5785 3h. Email address: jldilday@ncdot.gov Page 1 of 10 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 10 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: 34.0864 Longitude: - 77.9212 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: Approximately 8.5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Lords Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C; Sw 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Land use is primarily forested and residential development. 3b. List the total estimated acreage of all existing wetlands on the property: Approximately 4 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 250' 3d. Explain the purpose of the proposed project: Replace a structurally deficient bridge and functionally obsolete bridge. 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 replacement of Bridge No. 19 over Lords Creek in New Hanover County involves replacement of the existing 91-foot, three-span bridge with a 120-foot, two-span bridge on existing alignment. Traffic will be maintained on an off-site detour during construction. Standard road and bridge building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / � Yes ❑ No ❑ Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? � Preliminary ❑ Final 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. September 19, 2011, Action ID 2011 26 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. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 3 of 10 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 roadway,bridge, W2 � P❑ T bridge coastal marsh � Yes � Corps 0.18 approaches � No ❑ DWQ W2 � P❑ T excavation coastal marsh � Yes � Corps <0.01 � No ❑ DWQ W2 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P 0 T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P❑ 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 0.18 permanent 2h. Comments: See attached Permit Drawings and Wetland Permit Impact Summary for additional detail. There will be 0.21 ac. of hand clearing. Temporary fill in wetlands in hand clearing areas for erosion control measures =0.04 ac. Page 4 of 10 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 bank stabilization Lords Creek � PER � Corps 30 42 ❑ 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 42 3i. Comments: Permanent stream impact due to interior bent = 25 sq ft. Temporary stream impact due to work coffer dams =1056 sq ft. 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 orar T 01 � P❑ T Fill Ditches 0.03 02 ❑P�T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 4g. Comments: 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: Page 5 of 10 5i. Expected pond surface area (acres): 5. 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 ora T im act re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No 63 ❑POT ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed bridge is longer that the existing bridge. The replacement bridge is two spans as opposed to the old three span bridge, meaning less bents in the water. The proposed bridge will be on the existing alignment. Slopes were armored with riprap to achieve 1.5:1 slopes, where practicable, within the project limits to reduce coastal marsh impacts. The new bridge will have no deck drains or direct discharge into Lords Creek. An off-site detour will be used during construction. See Stormwater Management Plan for more measures. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Design Standards in Sensitive Waters will be employed. NCDOT will implement "Guidelines for Avoiding Impacts to the West Indian Manatee, Precautionary Measures for Construction Activities in North Carolina Water," during work on this project. 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 6 of 10 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: 0.18 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: Page7of10 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 Page 8 of 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � 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.l 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 9 of 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts? � 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; EA/FONSI 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 Digitally signed by Colin Mellor C o I i n M e I I o r DN: cn=Colin Mellor, o=NCDOT, ou=NES, email=cmellor@ncdot.gov, c=US �o� Philip S. Harris III, P.E., C.P.M. Date:2017.04.0712:43:42-04�00� 04-07-2017 Applicant/AgenYs Printed Name Applicant/Agent's Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 DCM MP-1 APPLICATION for Ma�or Deuelopment Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Project Name (if applicable) New Hanover Bridge 19 (B-5236) NC Department Of Transportation Applicant 1: First Name MI Last Name Philip 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 Natural Environment Section 1593 Mail Service Center Raleigh NC ZIP Country Phone No. FAX No. 27610 USA 919 - 707 - 6111 ext. 919 - 212 - 5785 Street Address (if different from above) City State ZIP PDEA - Century Center B, 1020 Birch Ridge Drive Raleigh NC 27610- Email jldilday@ncdot,gov 2. Agent/Contractor Information Business Name NA AgenU Contractor 1: First Name MI Last Name Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State ZIP Phone No. 1 Phone No. 2 - - ext. - - ext. FAX No. Contractor # Street Address (if differenf from above) City State ZIP Email <Form continues on back> 252-808-2808 . 1-888-4RCOAST .. www.nccoastalmanagement.net� Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permil❑ 3. Project Location County (can be multiple) Street Address State Rd. # New Hanover River Road 0.4 miles north of SR2343 (Royal Fern Rd) SR 1100 Subdivision Name City State Zip NA Wilmington NC 28412- Phone No. Lot No.(s) (if many, attach additional page with list) NA - - ext. NA , , , � a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Cape Fear Lords 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 Cape Fear River e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ❑Yes �No work falls within. n/a 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 225.0 19141 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or n/a, NWL (normal waterlevel) (If many lot sizes, p/ease attach additional page with a list) 1.48' �NHW or ❑NWL e. Vegetation on tract ,low growing grasses : bahiagrass, fescue, elover, blackberry and pennywort fringe evergreen forest: loblolly pine with understory of wax myrtle, redbay. yaupon, eastern red cedar and dwarf palmetto salt marsh: black needelrush, smooth cordgrass, bulrush and sawgrass. f. Man-made features and uses now on tract Existing1 @30'8' ; 1@30'1 "; 1@30'8" bridge and roadway approaches. Aerial sanitary and water lines g. Identify and describe the existing land uses adiacent to the proposed project site. Wooded swamp h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? publiC use (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? NCDOT 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 Permil❑ 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. None from site o. Describe existing drinking water supply source. None on site p. Describe existing storm water management or treatment systems. Non-concentrated sheet flow to wetlands. Concentrated flow from bridge to be outletted on to rip rap pads to dissipate flow before entering wetlands. 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. The project will replace an existing insufficient bridge for the safety of the travelling public. 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. Removal of existing bridge; top down bridge construction; roadbed compaction and paving. Using Excavator, backhoe, forklift, lattice crane, grader, dump trucks and paving machine. Equipment to be stored on site. Fill slopes were steepened to 1.5:1 to lessen impacts to coastal marshes using riprap to armor banks within the footprint of the project, reducing wetland impacts by an additional 0.05 ac.. Slopes reverted to 3:1 once the extent of guardrail had been reached. Guardrail lengths were determined by the extents of the project and conflicts with existing driveways. d. List all development activities you propose. Relocate utilities; remove existing bridge; construct proposed bridge and modify roadway bed. e. Are the proposed activities maintenance of an existing project, new work, or both? both f. What is the approximate total disturbed land area resulting from the proposed project? 1.3 ❑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. For the small concentrated area for the bridge the flow will be dissipated through a rip rap pad into the wetlands. All other discharge will sheet flow into adjacent wetlands. i. Will wastewater or stormwater be discharged into a wetland? �Yes ❑No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes �No ❑NA j. Is there any mitigation proposed? �Yes ❑No ❑NA If yes, attach a mitigation proposal. <Form continues on back> 252-808-2808 . 1-888-4RCOAST .. www.nccoastalmanagement.net� Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additional information !n addifion to this compl2ted application form, (MP-1) the folloNing ifems belo�n; if applicable, must be submitted in order for the application package fo be compleie. Ifems (a) –(� are always applicable to any major development application. Please consult the applicafion instrucfion booklet on how to properly prepare the required ifems below: a. A project narrative. b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. . c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name See attachments Address Name Address Name Address Phone No. Phone No. Phone No. 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. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) 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 th'is application will allow only the development described in the application. The project wi!! be s�.ibject to the c�nditions 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 03 -- 3 �—' Z-D �% Print Name 1 N1l.�P �• tt/�'Q��S � l�� ,�'c 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 .... .. .... .. . . .. <. .. ., ,., . . . .. .. . .. .� . �. . .. .. < . . . . . .. >. , .. .. . c. . . .. . . . . .. ... .... , Y. . ... ... Form DCM MP-2 EX CAVAT I O N a n d F I L L (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL stabilization Length Width Avg. Existing NA NA Depth Final Project NA NA Depth 1. EXCAVATION �This section not applicab/e a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. c. (i) Does the area to be excavated include 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 ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the excavation in these areas: d. High-ground excavation in cubic yards. 2. DISPOSAL OF EXCAVATED MATERIAL �This section not applicable a. Location of disposal area. b. Dimensions of disposal area. c. (i) Do you claim title to disposal area? ❑Yes ❑No ❑NA (ii) If no, attach a letter granting permission from the owner (i) Does the disposal area include any 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 ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of disposal in these areas: d. (i) Will a disposal area be available for future maintenance? ❑Yes ❑No ❑NA (ii) If yes, where? f. (i) Does the disposal include any area in the water? ❑Yes ❑No ❑NA (ii) If yes, how much water area is affected? 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06 � :,� � �� r. � s� �_'� � �r « �,`�� s��x� �� :��sr,��'��a: "�i��:a x g�xs� �`-�x��w�.. '��, �z 3. SHORELINE STABILIZATION (If developmenf is a wood groin, use MP-4 — Structures) a. Type of shoreline stabilization: ❑Bulkhead �Riprap ❑Breakwater/Siii ❑Other: _ c. Average distance waterward of NHW or NWL: 7.5 e. Type of stabilization material: Class II Rip Rap g. Number of square feet of fill to be placed below water level. Bulkhead backfill Riprap 225 Breakwater/Sill Other i. Source of fill material. Local Quarry 4. OTHER FILL ACTIV/TIES (Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? ❑Yes [ If yes, (ii) Amount of material to be placed in the water (iii) Dimensions of fill area (iv) Purpose of fill ❑This section nof applicable b. Length: 480 Width: 20 d. Maximum distance waterward of NHW or NWL: 10 f. (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ❑No �NA (ii) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. Class II Rip Rap �This section not applicable No ❑NA b. (i) Will fi�l material be placed in coastal wetlands/marsh (CV1n, submerged aquatic vegetation (SA�, shell bottom (SB), or � other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the fill in these areas: 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? NCDOT Design Standards in Sensitive Watersheds will be implemented during project construction c. (i) Will navigational aids be required as a result of the project? ❑Yes �No ❑NA (ii) If yes, explain what type and how they will be implemented. b. What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? Excavator, backhoe, lattice crane, forklift, dump trucks paving machines, bull dozer, grader d. (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes �No ❑NA (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. Applicant Name Date D�, 3 r —�D l� �` ��i/�^IP J. �%�IQ�IS I�� Applicant Signature 4 Project Name � >.;, � ,, ..... ,... .._ <$. . . . �.� ` ,� . .� .. Z, fi,. � ..:... � -..R . ...>. -� .3 ' � ` -' . ....... .... .. ......... . .. . ... ..,�. r-' F - �-.�. '.i� - . ; q:�: 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: b. Water body to be crossed by bridge: ❑Commercial �Public/Government ❑Private/Community Lords Creek c. Type of bridge (construction material): 1@55 ; 1@65' 45" Prestressed Concrete Girder e. (i) Will proposed bridge replace an existing bridge? �Yes ❑No If yes, (ii) Length of existing bridge: 91' (iii) Width of existing bridge: 31" (iv) Navigation clearance underneath existing bridge: 3_0' (v) Will all, or a part of, the existing bridge be removed? (Explain) All g• Length of proposed bridge: 120' d. Water depth at the proposed crossing at NLW or NWL: 7.0' f. (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: 36'7" i. Will the proposed bridge affect existing water flow? �Yes ❑No j. Will the proposed bridge affect navigation by reducing or If yes, explain: Bent in main Channel increasing the existing navigable opening? ❑Yes �No If yes, explain: k• Navigation clearance underneath proposed bridge: 3_0' I. Have you contacted the U.S. Coast Guard concerning their approval? �Yes ❑No If yes, eXpia�n: Advanced approval received dated October 22, 2013 m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 3_0' 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: < Form continues on back> 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.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? ❑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) g• 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 applicab/e 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' (iii) Avg. width of area to be excavated: 30' (iv) Avg. depth of area to be excavated: 1' (v) Amount of material to be excavated in cubic yards: 50 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 235 ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the excavation in these areas: 114 sq. ft. - removal of existing bridge; 121 sq. ft. roadway ditch 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 10/26/06 Form DCM MP-5 (Bridges and Culverts, Page 3 of 4) d e 9 If the placement of the bridge or culvert involves any excavation, please complete the following: (i) Location of the spoil disposal area: Proposed roadway bed; material to be compacted for use as roadway fill and embankment (ii) Dimensions of the spoil disposal area: 60' x 800' (iii) Do you claim title to the disposal area? �Yes ❑No (If no, attach a letter granting permission from the owner.) (iv) Will the disposal area be available for future maintenance? ❑Yes �No (v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell bottom (SB)? ❑CW ❑SAV ❑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. (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 below NHW or NWL? �Yes ❑No If yes, (ii) Avg. length of area to be filled: 380' (iii) Avg. width of area to be filled: 13' (iv) Purpose of fill: Roadway embankment (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: 380' (iii) Avg. width of area to be filled: 13' (iv) Purpose of fill: Roadway and shoulder bed 4. GENERAL a Will the proposed project require the relocation of any existing utility lines? �Yes ❑No If yes, explain: See attached utility narrative and drawings. If this portion of the proposed project has already received approval from local authorities, please attach a copy of the approval or certification. 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 be placed 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 7390 sa ft ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the excavation in these areas: roadway embankment b. Will the proposed project require the construction of any temporary detourstructures? ❑Yes �No If yes, explain: < Form continues on back> 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 10/26/06 �� .��£ �� c. Will the proposed project require any work channels? ❑Yes �No If yes, complete Form DCM-MP-2. e. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? excavator, backhoe, forklift, latttice crane, dump trucks paving machines, bull dozer, grader 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. Date � 3�- 3 �-- 2�O �� Project Name �t� � L ! %� S �,A IQ12 %..S / /,�- � Applicant Name ..�i' %��_ Applicant Signature d. How will excavated or fill material be kept on site and erosion controlled? NCDOT Design Standards in Sensitive Watersheds , .- ��. -��-� -. . �. . . - .� .� f. Will wetlands be crossed in transporting equipment to project site? ❑Yes �No If yes, explain steps that will be taken to avoid or minimize environmental impacts. - � .�. � 3��. <x � zK �s�� .�'� �j o: ".�� . .... ..-� � ak�"� ?as� �a.� ��#�g:?�i.�i'�a:�'s: �..�,��i'��a'r��`�t '� �;�� i � �s� a �..: :�.^�<�a13..:?z<Q$.�� . F...s��k'��a A1-:c�,.?�. � . Prc�cer Troc�i�re� ,�4b, f�'rrfa^rrn�! L+a�z�� 1-��i-�}�� P�U �R�H�S"�"��IC �� HIST+CII�I� Pl��}PEl�'I'�ES �i��I�NTI��`FEC'T�I]� F+Q1�M P��3J�CT Il�o1�11�IA,TI�IY Pra�j�ct r"Vn: i�-52.36 �'c�trrr�v.• 1�ew Han�nvet� ��35 Nr�_' 4284i}, I,1 I�ac�rrie��c: l�C�, ar �C� F..�. ,Vu; F��tL-11 �Of�{2�) T�u�cCir:�: ❑ Stat� � Federai �'ec��r�rf ��,T,SAC_�FJ l'c'�',�pii ,Re�r}zrl�•c��ct?' ��'�s ❑ I�!o P�rrrrr� 7y,�a.� �.Jn�s�i+au+n at tl�is trme Prc��c�t ��serr�r��a�r; �4e�luc��mei�1 uf 13r�c}�;�^ Na_ 19 nr� �S.�R11 ii(1(Ria�e�' 1Rr��r�1J n�� l.�ra�c�Is �Crc•ek �,�2 ,'Ve�w ff�r�vve�r �our�ty, Nc�Y�'h C°cr�r�iinca. �'Vc��rn��c�' alterra€rtiv�.s nr jt��£a�setf c��fr��ri{ rc��ries ��c�r�.} c��fned at th� li��e �f urch�t��rltr�ic�u� s�irrvev. r�s such. the arcflaeoln�,*tcr�f .�iPF, erac�r»apassc�s � ruther �cu�cr�r'aus urecr r� ��-��r !� r,�c�ea�rmcatictt� rrr�r�ar ali�nrtaer�t .��i,�ts aaad t��r��r�rtrry r�n�cdfe c��tr�u�' e�p�rr,��s. Th� .�l �E n��C�s'�r�`�S 2(?UO,fT. i� �e�rgf�a a�rd ��0�. i�� tF�c�Ph. If �xte��c��i cr�j��^p,.kfrx�u�t�'1}� �0�(�,f't. fr€�m �'�re brrcf�e c�rrter� pUirrt f� l�ae tlra�lhern pr�jeel f�rni#s arrri ��if�. f! �rfJl77 t�J'� �1i`1d��' �4'�iP�l' �lU�T#�! IiJ f�7�' S'CI�iPIT�i'TT �l7"[JfE�� Iirr�ifs.• arrd �r�,tr��ries 1�Oft. fc�r�er�ralfv.fronr �'ire .�RI I�fl ce1��r�lix�e_ �U1Vf1�i�A�tl' i�F FII�]7�1NGS T}rs �Vr�a�1i1 �'crrol rn� I�ejxr�r°tn��nt of Ti ct�sporlulrr�n �4�C�DC�� Y�l'i2�f�,eci #he sub, js�et �ra�i�ct arad c�etet�rrrirt�ci': Histaric �rchitecturelTy�nds�apc:s � '['here �re nc� I�Iati�nal Etegist�e�-listed or �tud�r [.��tcd prope�t�� v�+ithin the pro�ect's area of pot�ntial efFects. �[] Ti�cre arc n� pr�perkies �e�� ti�aR� Fit�y yc%a�s �f+d tiwhich �re c�nsidefed tc� meet Crit�ria Ca�siderati�n �C; within ti�e proj�ct}s �r�a c��putential efl'�cts. �] Ther� �re ttr� grt�perties vvithin t�te project's area af poten#i�l �eff'�c�s. [] '[`h�re ase prvperkie� ove� tif�y years c�ld with�z� the �te2� c�f �ter�tial eff`�c#s, bu� they do not rrie�t the �riteria for li�tir�� nn tl�e Natit�nal R�;�;i�t.��'. ❑ t11� }�ropertics �`e�tc�r t�an S� y�ears of age ]c�cated i�z �he APF have �ee�t c�n�#dcrccf aatc� ail ��mpl��nce i�r historic arc�tite��ure with Sectic�n 1D6 v#`th� i�l�tior�al Fli:�toric Pre��vat��m Act and �� I�l-i �(a) hds b�ert eorrr�is�t�:d for k�is prcrj�+et. � 'f here �re na histnei� pro�erties �rr�settt t�r aff�eted hy th�s project. ��itdcach cm�+ r��nte,s rxr ��vc�lme��.s �r,� l?G'E(�Et� e�ti'C�13�D�CS�I � T�ere arc n� �+1ati�an�l Rs�gist�r-l�sx�d ar Stud� i.,ist�ed pr��serkies wit��n tl�� r�aj�ct'� �re� c�f put�;�iial e��'eet�, ❑ I�Iu subsurface archaeal,�gicai �nv�stig�tioYts are �eqtdre�l for this �rc�je�i. 0 Subsurfaee irtvestigatios�a �lid t��! reveal th� prteesen�e af any arc��e4�a�icat re�caure+�s. � Subsurf�� in�r�tigaii�r�s di�f nat re�+eal the pre .er�c� of arxy �rch�e�lo�tc�� resources c�nsidered eligible Fc�r th�e I�Ia�fonal Register. .�r� rf�.5�.�4 i'ru�srl+v.r �'rrsemr" fnrm ,f+ir,4f�nnr7`rarspemaJ�ar F'rayrers a.s �i+xtJ��d �n �ha ZfJi�7 Prn�uramenr .�grrrmu:r. h`C'fXJTArt�huea'u;qy � He.ranric.{rrlifrcerutr. Ci�w�.r � �hU i€i�r�tifi�d Arc?�a�la�ical �it�� 1c��tttc{ witl�in th,� AI�E have becn cc�r�sidcr�� anci �9l c�rympii�nce fvr acch�tec�ln�ic�1 re�nurces �vith Se�tion I{}�5 ok'the Natian�l Eiistczri� Prescrvaiinn 11ct �ncl GS �21-t2�aj h�s bee� �ntnpleted For thi;� pmjecc. � 'i'hcne �.r� na h�stor�c pru�pe�-t��s prc:sent ur �ffcc:ted by tl�i� prc��e�c� (�firrclt er�y nofe.s r►r cicacirm�rits crs ��erctrc�j SUMMARY OF Ci1Lii1R,�►L l+�!iUURC[?S �FV1EW �3r,rrjcl�.�r•cr^�p�ron ojrrview c��i��1�i�es, r'esrr�;s af x��i��+�. unrl rnrac�e�si�ur�s: A s+te f�le search an�d map nevie+w was comfucted at the t}ffice vf Sta#� Ar�haealogy {�j �rn fiAareh 8, �O�i 1. Thts work d�scicrsed the Iatatlon oF s�ev�ral previo+.esly retotded arthaeo�oglcat sites �3 YNH33, �ENH 135, 3�N�+5�]9' •� situdted wlthin or abutcang the praject APE, jn �ddttiar�, numerous c�the� archaeal�gic�l sites have been reeor+�ed nearby to the n�arth a�d sauth a9ar�g SR11ip0 In slmllar to�rpgraphlc, Re��logical, ancE hydrolagacal envlrcnmanta� cante�Rs. �k cultwr�l res�unces suruey cf tha proJect study area was thereF�re r�camm�nded_ buring the slt� vis4t an O�rtarc� �i: ��3T f a transect w�s �s�tabllshed� on each sld� of SEt1k04 approxirn�trly 75Ft. frvm kha road ccnt�r•Ilna. Tc�nsect �i subsumerJ the �astem pt�rtlnn cf thr pra� ec# Af�E wh�t� transect �2 �ntarnpas3ed the wcstern area. 5i��vel �est plts {s;p} w�re �xravate�d a� 5L►fF, ankervals ��ong ther�a transects end nurn6efed se�uerR[tally scuth ta nar[h wkth the project �rea {s�e attached stp mapj. Shavek [esr�ng vras canducted in areai rro� obseFvec� tn be saturanrd ar inundated and arsas r�at radically disturbed hy erosi�n or pas;/vn-gctn; humaa earth-movirtg activioes. Ess+entialiy, all areas character��ed by well drained so�is and sl►ght ele+rat�en xas+�s were su6j�ected tQ subwrlace ingwiry_ Rad�al stps �re exc�+ated at S�Dft. �nterva�s pe►pmndrtutar t4 lt�e trans�eti m order to establistt the site's boun�sry as n re4�tes to the praject AP�. i� tQwl, S� shovel fest pMt# w�r; tx�BvaxRFd alDng trar►se�ct fll �2 po3itive + 2 fbdiils� iild 3Q Sh�ovp! fest pits a�artg transeCC �2 �3 p4sitw@ *� rad�slsl. Qne new 3rthieo*lo�[al site ('�iMH807� vras r�[prd¢d near ehE s�uthern prnject 6rnits and a previt�usly kn�wn �E+ypurte �3tNN509�• `� setwaGet! irnmediat+2ly saut� of Br�dge No. 19 wes reu�si�cctid and delineated in respect ta the projert ccx+struction foatprl�t. Both +�f ih� resou€ces cn��itut+e su�face�subsu�Face artifsct scattets that hawe been trun�taate�d by the SR1100 �d tnnstntttlan, es vre11 �s have suifere� other imparis �ncludJ�tg erosaon, gredls�g, ar�d develapr�n#, White the�e sites rrW� lend somt wtry $aneral pers�ectl+re csn the set[lem�nt pattams, I�r�df��m/env�ronrnenfat �references, and �r�ehi�torit terimit serl�+s d�str+butions af tha local W�odl�r►d peria�d Inhabttanis, they a,ick attrlbut.�s essentl�l ftar estshlisF�ing inte�r�ty, .pres�rvatlon, unit�u�ness, and rel�var��e and are there#ore recamrner+ded N4T EUGI�I..E fQr flstir�g on the �+ak�csnal f#eglst�r af HI�#orlc �Eaees (NRHPj, In additlan� slte 311VH33 could ncat �e relocated withln the narthwest�rn A�PE q�adrant. 1'he ��te Is Ilkely sltuated furth�r to the north}narthwest 4eyanct tF�e pr�aject flmlts and wlll not kre affec[ed by the prc,�ect �s prapased, Also, thls suruey deierrntned that 3�NH7,3� h.ad been rnispfatted qn �hB �CBrqltna Bkd[h t�apa m�R �+air�tai�ed at the €�SA �n� IS not I�cat�d within the proj+ect lt�E_ Ir�stead, thls �ur+�y Fnund kh�t 3'1NN509" extorsds w�steriy atra�s SRli.t� anc4 irtt� the area preu�Qusty mislabeled is NFli�S. 3Yt�t1509"- is a surta[ef stibsurfa��. PreF�Fstaric/hfstork a�ti(ac[ s[atker �aca�e�d an a ra�sed dun�e-dike +�plartd feat�ke immcdtateFy s�uth cf the Bnak� t,6o_ i9 structure_ A tRtal of th�r�ecn shavrl te�st pits wer�e excavated abqn� �he tw4 iransc�cts and inti�ud� ridials upon thts landf�rsr�typ� leaturr. Thr�e 4f ttiest reCurtro�d antifaets of prehi5#p+tiC 8ffi113tlon. Tiny resid�l cefamic sherdtes$ wese reccsverecl From tt�e upper 2Qcm�s of the tw�a posit�e tesk pst lacae�ns an transert � 1 and ane sand- [�err,,�er�d punctaerd body sherd with m#�riw incising was }ound at 60cmbs-�Ocmbs at T=2 5TP=B. Eras�pon, grad�ng, ��d ather he3vy eartK•moving maci�inery utt�izatian i�as sev�2rtly dkstur6�d [he ea#t�rn suria�ce �nd subsurE�� pareloni fli 3iN1i509' •, Ilrt�f�tts col kct�d frorn x.h�e surface asi the �astem pq�rtitsn pf the slike In[lude multiple escamples of an �ariy VYnpola�d i�nt sa�nd 4�ratipered punctatrd ware, pr�sumahdy irarri a si�gf� vessel cr "pot bus�"'. Middle Woodiar,d s�nd aad cnarse sand #emperetl cer�mlc iragment sperf�ne�rs {particularly alnr�g the nurCheastern sJte per�phery}, end twa hi�toric c�eramic exam�tt�es that fikeFy datA t0 tfie mi�d�nln�teenth century. In addition, hrlck fragm��tc wer� nnEed on tt�e surface In the nnrtheastern core s�tB area. The oNgln�l slte fvrrrs repartP� a colpnia4 f4und�ation Yn thls �rea oF the si�e, and fhe �rick fragments may cons#Itute the rernalns n# thls foundatlan faUo-wing the grading ar�d pseuda-d�welopme�rr# of thls area Fon c�sme .sise c+�r�skrucNa», Desplte thc number nf a�tlf�cts coifected fre�m tlist�,rksed su�face csan��xts, 31�IHSQ9'• E� unlikely to c+o�rt�in slgniflcan�,lntect subsurface cultural F�atur�s t�r m�aningful artiFaet concentrat�on� eapahle of addr8s9ing, �mp�rtant eegianal research a�endas. Yhe site i� recommen�ded nat �llglble fvr lis�ting on the NRHi' and rto furthar arork ls advacated_ A�ddi#�flat Infprmatlorr can be atteln�d lrvm tt►e AkC Ar�hatalsxg�cal �ike r-orm. 3�NH$p7• fs a subs�crface prefeisWr6c-ceiamk arRifact sulter sltunted at the saajthem project IYrrE�[s an both ea3ktrn and wcstrra sldes oi 5Ri100_ A wtal af nine sAr�v�e1 test pits �nciu�r� radtals w�re �eeavated to rbeNr►pate the bour►dar�es of the site as it relates t� the praJ�eci APE. Four �f thes�e test pits rrturned premarf►y Middle WcFedlan� periad reramic vessal Fragments snd a sin��e quat�tiite flal�e. The c�nstn,cticx� and nuintenance o1 SR�300 and i�s associat�ed righc�f•way, horna dev+�aprnemt in the eaS#Mn sit� ar�a, eao�ins�, a�d perched water t�W@3jsf'i 1@+�NI riS@ are all fac�ar� �nntn-huting t4 �fie 5n!'s past and On- �nodn6 disturbBnCe, Que ta krur ar�la�# densities and mufiR�p�fe d�siu�b�nees che srte is recammend�d n�p4 eli��bk ipr listi� on [he NRHp tinder criterian �_ Fks i��ttrer work is recvmmended Addit�anal infcrrnnat�or+ �t tt�e �esource caa br atta�ned �iram th� Nnrih Carolina ,4rchaevlogical Sate Fctrn. A�in�ding af "no h�srorK properties af#ected" is can sldered apprc�p�9ate for the �r�jec# as proposed. �NO N1Tfl4Y[ FFtD�itNilCi I�YGtedti ��I7tiM�ru Alrnur 1'ir+ar�,s+t��r��.w f'w; w.rs us fJv..�rfet�cl m rhe ?rll?F Y+rrart,Rmanrarc �rr�-mr+n. ,ti'{'i1(17'�1xcAdwluRy 41ff.rrnrtt .�lnl+urrr,r;rc CsFe�s �UAF'+G1�t'�' �[)C'�.J11�E�"�`�IT��N :5c,c �sta�ched: i�a,�(s�, �'are�+in� �urv+�y �.nF�s� 1"�►a�lus, Cc�rt�p�n�ie�n�e� ��p� c�f no�s !'rv�n �urv�y. Si�n�: ��lt�ir�l F��sourc�:� 5��al��t, T��T "Nr+ h+drrorrc Ymy�rar,rr Pr�r ",{or�►I�++'t }'mor !'+rrtra.t,Dwrr�rNr,�n l'%�rE•ts mr �i��cdt�aer� �n th� ?r1i7r Prra�tr�,r�nrn� ,II�{�rnarm �4'�.'�!l']"1'A�t�u�ra��P s� N�rltarh r�nhurtc�r��trr�ar En vironmental Quality ROY COOPER � �o.�ernor March 28, 2017 Mr. Philip S. Harris, III, P.E., CPM Project Development and �nvironmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Hams: Subject: Mitigation Acceptance Letter: B-5236, Replace Bridge 19 on SR 1100 over Lords Creek, New Hanaver County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory coastal marsh mitigation for the subject project. Based on the information supplied by you on March 28, 2017, the impacts are located in CU 03030005 of the Cape Fear River basin in the Southem Outer Coastal Plain (SOCP) Eco-Region, and are as follows: Cape Fear 03030005 SOCP Impacts (feedacres) S tream Cold Cool Warm 0 0 0 W etlands Riparian Non- Coastal Riparian Marsh 0 0 0.18 Buffer (Sq. Ft.) Zone 1 � Zone 2 *Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See pernut application for details. Tliis mitigation acceptance letter replaces the mitigation acceptance letter issued on Uctober 20, 2016. The impacts and associated mitigation needs were under projected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory coastal marsh mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iu of the In-Lieu Fee Instrument dated July 28, 2010, If the above referenced impact amounts are revised, then this mitigation acceptance Ietter 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-$420. Sincerely, Ja e . Stanfill Credit Management Supervisor cc: Mr. Brad Shaver, USACE — Wilmington Regulatory Field Office Ms. Amy Chapman, NCDWR File: B-5236 Revised -^�°Nothing Compares�v. State of North Carolina Environmental Quality "L17 VVest Jones Street I 1601 Mail Service Center I Raleigh. North Carolina 27649-1601 919 707 8600 (Version 2.02; Released April 2015) WBS Element: 42840.1 North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS County(ies): New Hanover General Project Information WBS Element: 42840.1.1 TIP Number: B-5236 NCDOTContact: Jonathan Moore, PE Contractor/ Desian Address: Hydraulics Unit 1020 Birch Ridge Road Raleigh. NC 27610 Phone:(919)707-6734 Email: 'Imoore@ncdot.gov vn: Wilmington asin(s): Cape Fear is within Project Limits? Yes Length (lin. miles or feet): 0.18 Su Propi Built-Upon Area (ac.) 0.8 Cross Section Description: 2@ 12' lanes with 5' paved shoulder ProjectType: BridgeReplacement Date: 12/28/2015 Wetherill Engineering/Anne Gamber Address: 1223 Jones Franklin Road Raleigh, NC 27506 Phone:(919)851-8077 Email: gamber@wetherilleng.com New Hanover CAMACounty? Yes Project Description Land Use: Forest / Some Residential �t Existing Site ac. 0.6 ac. 2@ 11' travel lane with 4' paved shoulder and 2' grassed shoulder. nual Avg DailyTraffic (veh/hr/day): Design/Future: 8885 Year: 2036 Existing: 5220 Year: 2016 neral Project Narrative: REPLACE BRIDGE NO. 19 OVER LORDS CREEK ON SR 1100 (RIVER ROAD) WITH A 1@55'; 1@65' 45" PRESTRESSED CONCRETE GIRDER BRIDGE. NO DIRE� �scription of Minimization of Water DISCHARGE WILL BE ALLOWED INTO THE SURFACE WATERS. THE RUNOFF FROM THE BRIDGE WILL BE DISCHARGED ON TO A RIP RAP PAD TO DIFFUSE alitylmpacts) FLOW WITHIN THE WETLAND BOUNDARY. FILL SLOPES ALONG THE NORTHERN ROADWAY APPROACH WILL BE STEEPENED AND REINFORCED WITH RIP RAP TO MINIMIZE IMPACTS IN WETLANDS. rface Water Body (1): � DWR Surface Water Classification for Water Body ier Stream Classification: �airments: mE uatic T&E Species? TR Stream ID: �ject Includes Bridge Spanning Water Body? ck Drains Discharge Over Water Body? (If ves. provide iustification in the General Proiec LORDS CREEK NCDWR Stream Index No.: PrimaryClassification: Class C Supplemental Classification: Swamp Waters (Sw) 18-84 Comments: Buffer Rules in Effect: N/A Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the �tivel General Project Narrative) � � See Sheet fA For Index of Sheets See Sheet 18 Fo� Conventionol Symbols �/ �� „ � � Sanders.l�d. i�' Q oc � *� � 4 V � 421 i .�_.�-�� p ' , Pilots Ridge Airport �O � t7c � �� .� � " 421 � � m 317 125I PROJECT ' LOCATION U S Coast Guartl is2g O ^/ , ^ 421 VICIIVITY MAP (NOT TO SCALE) OFF—SITE DETOUR �� 1�EW HA1�O T�ER CO U1�TY LOCATION: REPLACE BRIDGE 1110.19 .OVER LORDS CREEK 01V SR 1100. TYPE OF WORK GRADING, PAVING, DRAINAGE � STRUCTURE PERMIT DRAWING SHEET 1 OF 10 WETLAND AND SURFACE WATER IMPACTS PERMIT A O�A AC. SITE 1 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERPORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAAHIC SCALES DESIGN DATA 50 25 0 50 l00 ADT 2016 = 5220 ADT 2036 = 8885 PLANS K = 11 % D = 80 % 50 25 0 50 100 T= 3 %* V = 60 MPH PROFILE (HORIZONTAL) * (�ST =1% + DUALS 2°/ t0 5 0 l0 20 FUNC CLASS =MINOR ARTERIAL PRc�FILE IVERTICALI SUB—REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-5236 �o � BE IN BRID E \os� -L- STA.15+04.40+/- ,�+�F � F,', SITE 2 -L- ST . l i Prepo�ed !n the Off/ce of: DIVIS7011ldgOF RHIGHWAYS = 0.163 MI 2072 STANDARD SP6CIFICATIONS +/- + 'ATB dl'A'IS PItOIECT qEP8q8NC8 NO. .�� B-5236 BTATB MOl.N6 Y.A.PROI.NQ 42840.1.1 BRZ-1100(29 � DGBCRIIIYON P.E. iy��i;��L��I �#��'�,: ��►�l��Rr��#,�� :r��''�..,�.��.►�„��.��;�r� �r��: �#�� HYDRAULICS ENGINEER LENGTH STRUCTURE TIP PROJECT B-5236 = 0.021 MI RLGHT OF WAY DATE: GARY LOVERING, PE ,ROADWAY DESIGN ENGINEER SEPTEMBER 16, 2016 PROJECT ENGINEER TOTAL LENGTH TIP PROJECT B-5236 = 0.184 MI LETTING DATE: SUSAN C. LANCASTER, PE SEPTEMBER 19. 2017 PROJECT DESlGN ENG/NEER P.E. INCOMPLETE PLANS DO NOT USE FOR R/P' ACQI;ISITION PRELIMINARY PLANS DO NOT USF, FOR CONSTRUCTiOr z 0 > � Z n � wz � � Sta. = 11 +00 —L— LT � � -- DA= �0.�75Fac BEGIN TIP PROJECT B-5236 -L- STA. 10 + 75.00 ....... vv . ��VT �.L JRIIVV7 � DENOTES EXCAVATION IN WETLAND � DENOTES FILL IN WETLAND � DENOTES HAND CLEARING � DENOTES IMPAGTS IN {(� SURFACE WATER O BURNETi ENTERPRISES.INCORPORATED f1R1 �nnn or nee PERMIT DRAWING SHEET 2 OF 10 PROJECT REFERENCE NO. SHEET NO. B-5236 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER O RUTH B, PHILLIPS REVOCABLE TRUST ` FIRST TRACT (ROW 30' FR�OM C L SRI100) \ END TIP PROJECT B-52: -L- STA. 20 + 50.00 80' 0' 80' GRAPHIC SCALE Z 0 > � Z � d � � \ � � � l � �� \ v �,� � wz � � Z�� \ / ta.= 1�+00 -L- LT �� n h �� D - 0.17�ac � \ �;� n � n �� _. BEGIN TIP PROJECT B-5236 -L- STA. 10 + 75.00 ....... vv . ��VT �.L JRIIVV7 � DENOTES EXCAVATION IN WETLAND � DENOTES FILL IN WETLAND � DENOTES HAND CLEARING � DENOTES IMPAGTS IN {(� SURFACE WATER O BURNETi ENTERPRISES.INCORPO�2QTED .. f1R1 �nnn or nee PERMIT DRAWING SHEET 3 OF 10 PROJECT REFERENCE NO. SHEET NO. B-5236 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER O \ RUTH B, PHILLIPS REVOCABLE TRUST FIRST jTRACT � � " \�� j i� DB 39fi PG 389 � � � (ROW 3�' FROM CL ��I100) / � � �� _� '' � � � � �� \�� '� � � v \\ � V� � � A�� V � �� _ �. A: � �A�\� �� —�.� �� V��\V��\\�,a� —, \ � \ \°�S \ � � :_�� n\ ' �� \ � - � END TIP PROJECT B-52; -L- STA. 20 + 50.00 80' 0' 80' GRAPHIC SCALE Z 0 > a � _ � � N �, m � w � � a 0 0 ¢ u i w� � ,�c a,- 40 30 20 10 0 � Y � PROIECT REFERENCE NO. SHEET NO. PERMIT DRAWING 8-5236 s ROADWAY DESIGN HYDRAULICS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C L! C CT A rl C � A � G��_��FFo ctir.itiFca 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 40 30 20 10 0 �F 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 io--- _ _ -. — _ � �' i � - — _ � '� : �J+'r: . . �. . . . . . �' � .. '� �.�2� 5 � �� 5 0 !o 5 0 O 2.S S PROJ.REFERENCE NO. $HEET NC � B-5�j6 x-� 0 5 10 15 20 25 30 35 40 45 50 55 _ 60 65 70 75 �� PERMIT DRAWING � , SHEET 5 OF 10 io ' _ -_ _ __� ---- ------ _ _ . . . . . . . . . . . . . � . ,.. I I I I I.I. I J I I I L1_I_ll LIJ_LLLLLLIJ. -. �. . �.Q2� . ... . . . . `J � ia ' 3�� __.- ---�—�--__ — _--_ 4:1 � __ ___ ___ _ ____, ___ ___ ____ � — — — —��•-- = _. — � — _ — — — 3.82 ----------- 1��_ o I � J � U.ULV V.VLV I — 3: I 3'� -- -------- - -- _- ------- I __ — _ __ ------- — ��n --�---- io ,` , : . ,� : , ,,��, I � � _ __- -_ — _ 'r 0.015 0.021 I ___ _ ' I � = _= v = 3: 5 _ 3�. . -- — — _= -- — I � —� � � �_ _ ----�I' � — -------------- 5.51 --- J 0 �o 5 io 5 0 io 5 0 �o . . . ... . . . ..... ... . ... . I / � . . . . ..... . J / \ \ I — — — — — — — — — — — — — --L-' 5.44 �� _ I _ — — � ', � 10 + 50.00 �� _— o -L- 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 _- - _- - - - _-_- - = - - -_- _- - - - _ ._ _ _ _-_ - - _�.:.__ - _�_--_ _- _ --_- 0 2.5 5 PROJ.REFERENCE NO. SHEET NO � � B-523b X-3 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 PERMIT DRAWING CLJCCT L /'1C l/1 /_5 _ _ - � � I ii �i �i li ii i i ii I - - i * -:- � : �- � i i � � ._ ,.. ,. - ,�I � I 0.020 0.020 � I� �I _kl_.::: _ � -- -- -- I _ IO _ _ . . _ .. . ... . J J . I I . I .I J i i I . i i � _ '�. J ' I I ' I ' _ I _ ' �L.J _ . .I. __ . . .�. .. _. .. . _ '_ _ _-I � � . � .I � _ . IT . .- . . - . _ . _ . . - . - _ _ . _ ' �TI '1 7 " i I I �I �� r . . ..:.. :{ �. I I I I I I '.I I .il - �- . � - '.. �... ...... .�... .. .. � �. I I ��I .i. I I 'I� + 1 I I i _ � I I I I I I I I I I I I . ... ... - T- . I I \ ' �\ I J � � � : � � � � . R�: -�- � �� , - , - ; i . _ _ ' �'' � ' ; ��1�1f- , I , ,_�� r� �� '� _ � � � � '� � '� _— �� J- � � � � � � � �, �� _ �-- ,,��_ 'li. I � ' ' �� , � � � � � � � � ; ; � ; , I, _ - - 0 � � � � � � � � � � � � � � �_ _- � - - - �— � � � � � _ _ � — � -5 ----- ---- -- ---- -------- --- — -3.45 ----------- 15+50.00 : -�_.. � ��,��„��„�� J-� 6.82 ��. � / �� -_ �5 ._III .�' .I ........ .......I. .�............ ....�..I � � ' II.. II, . ' . �J �, , , . . . . . . . . . I . I - . : . . . . : . ... . . - . - - - -.- I I I . .. . �__� I � I I I I . . . . . - � - . �. _., . . I i i I. ___ . _ . . . . . ... .... . _ . . ... .. ... . ... . -... ... . . .... . . . . _ . . . . . . . . . .. . . . . . . . . . .. . . . � � . � � _ . . . " � . . - . . � I_. . . . _ . - I t - -.- .-J_.-...-_' � I I. � �V I � � � .. .. _ �� __ I__.-___ _� ........ O.O/.O O.OLO .... II . -_ � ... . /O I ' : , -- 3.I _ ___ __ _ _ ; ; ' � i, i —__ -----_ ----� ` � �. 3�' �,I,_ __ ,_ ------ � � � . �, ------ -- ------------ _ _ _ . _ _ ._ _ _. _ _ , . .-. _. .� _._�_ � 5 _ ____ _ _ ____ �— �� 6.88 � � _—=�" -- — _��, _ �� u � � �� I- �� ---�� ,�� o — _. _ — � � � � � _ �-�I k� � 14 -F� 50.00 �++I+�+ I� �I+U+I� �U� k�-r---_- – - � – � ' ' �- __ +� �� o -L- 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 _- - _- - - - _-_- - = - - -_- _- - - - _ ._ _ _ _-_ - - _�.:.__ - _�_--_ _- _ --_- 0 2.5 5 PROJ.REFERENCE NO. SHEET NO � �� B-5236 X-4 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 PERMIT DRAWING �,� SHEET 7 OF 10 _ _. , _ . _ . _ i� ' _ _ _ _ _ � _ ._, : . ,, ,-. . . , -_� - _ - -__ _ _ -- � �_ - is , _ ;_ ; I '. -._._ -- - - , _ ' : ; - - - - - � ; �. , , � ; ; �� ;. , , ' � � ; � , ; _.. ; �o /0 � - - _ � �w� � ' 0.020 0.020 � �� I � ��_. � ��.: �W/ � ; m =-=_ =- — _� �- — — _ _ � -- - _ -_ �--- -- i i� i � �� _ i�i � � �.� , , — -- — — — 's�� - � � I 1 i � � � - _--- —, _ I . 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SHEET NO � B-5236 X-6 10 15 20 25 30 35 40 45 50 55 60 65 70 75 PERMIT DRAWING I I I I� I� I�I I-I 1-1 I� I I I I I�I I I I� U 11 I I I I I 1=11� SHEET 9 OF 10 ,I %0 � � � ' � � , �� — — — _ � 0.009 0.023 _ _ , �'----- -- _ �� — — 3�• , F — — - _ �- -- — — _ 3: j ' '��' r 5 �_ . . _ -- — — — — - - -- ' _--__ ---- -____ _ 5 J0 — � --- - -_ ___ - � -- _ _ , , _J� �� . _,- � : ; _�J .,, , -- -- - _ _— -- — . . . 20+50.00 ' � � � � � � , � � II lii i � �� o o � � � �� -- ��'�� ,,'� �� ,, _ ---__ ____ _ , , , ; _ _ _ T - -- __ ;_ �� , � � � � � �'�� ' '�� ' � �, �, � � � � � � � � � � � � � � , : - ��'�� '��',�� '�� :�� , -- � � � � � � ,, , , _ � � � � � � ;� -. _ , , �'�� , �, � �� io �� '� ' ' � � : � '� � � � � �� ' � � '�� , , �� , �� ; ��,_�� +� � � �; � � � � �� io _ _ � ;;, _ ; , , , , , , � , � � , � � � � � � � , �� - . i � � , � 0.019 0.020 5 -__ � 3;1 �— _ -T— — L 5 -- — _ —_.---:— -- _ .... � - - __- _ - _.- -.- . . . .= _,---._- ' i i - i i i i i i - . ' i i i i i i i ; i i�. � �, � i - _ .- -- _ , - ` I i I I �', �,. : - - - _ � � - �.� � ... ... .. ... _... �� ..._ -._. -----�� 5.56 ��`I _ i : :_ � �_ 0 �o � I � / � ..... I � �. . . — — — — — — — - � i�-kl�=U�l�=l o----- --- 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 ... ..... � � �/ � ..... 5.35 �_ I\ i�-U�I�=k��-U�I�' � _ __ _ _ — — ---- ---- 19+50.00 --- ° -L- 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 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 10+75 to 11+90 LT Roadway Embankment < 0.01 10+75 to 11+20 RT Roadway Embankment < 0.01 2 14+20 to 15+20 LT 1@55'; 1@65' 45" PSC Bridge 0.01 < 0.01 0.02 14+75 to 15+20 RT 1@55'; 1@65' 45" PSC Bridge < 0.01 < 0.01 < 0.01 16+10 to 20+00 LT 1@55'; 1@65' 45" PSC Bridge 0.09 0.09 0.01 12 16+10 to 20+50 RT 1@55'; 1@65' 45" PSC Bridge 0.07 0.09 0.02 30 TOTALS*: 0.18 < 0.01 0.21 0.03 42 0 0 *Rounded totals are sum of actual impacts NOTES: Permanent Stream Impacts: due to interior bents = 25 sq. ft. Temporary Stream Impacts: due to work coffer dams = 1056 sq. ft. Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures = 0.04 acres Revised 2013 10 24 B-5236 NEU NARRATIVE Existing Utilities There are existing fiber optic phone lines that run along the west side of River Rd. for the project length. The lines are in conflict with our proposed bridge construction. These are owned by AT&T. The contact for the phone facility is Lance Laliberte, Telics P.O. Box 2398, Greenville, N.C. 27836, Phone Number 252-227-4596 Mobile 910-620-3901. There is one existing 8" ductile iron force main sewer running along the east side of River Rd. for the project length. It is in conflict with our proposed bridge construction. It is owned by AquaAmerica the contact is Michael Poulios, phone number 919-653-6965, email MDPoulios(a�aquaamerica.com. There is one existing 10" water main that runs on the east side of River Rd. and runs the project length. It is in conflict with our proposed bridge construction. It is owned by Aqua America and the contact is already shown. Proposed Utilities Proposed telephone fiber optic cables will be installed by open cut from approximately L-Sta. 13+18 where it connects to the existing fiber optic telephone cables. These run to a proposed hand hole at L-Sta. 13+89 where the proposed directional bore begins. From there it runs close to the proposed Right of Way line and runs parallel to River Rd.. From there, it runs to L-Sta. 18+18 where it turns back toward the roadway area. where a proposed hand hole will be installed at L- Sta. 19+17 and the directional bore stops. It then is installed by open cut and connects to the existing phone cables at L-Sta. 19+50. No environmental impacts or buffer impacts are resulting from the proposed phone line installation on B- 5236. One proposed 8" force main sewer will be installed by open cut on the east side of River Rd. from L-Sta. 12+24 to L-Sta. 12+43 where a proposed directional bore starts. From this point, the proposed bore runs parallel along River Rd. off of the B-5236 area to where it ends. An open cut is used to install the sewer at a 45 degree bend and it connects to the existing force main sewer running near River Rd. . No environmental or buffer impacts will be caused by this sewer installation. One proposed 10" water main is going to be installed from the existing water line at L-Sta. 12+16 by open cut as it runs at a 45 degree angle from the existing water main to L-Sta. 12+39. A directional bore is used to install the proposed water main from L-Sta. 12+39 in a path parallel with the proposed Right of Way. It runs off of the B-5236 area to a station approximately 893 feet from the bore start. It then is open cut in a 45 degree path to tie to the existing 10" water main. There are no environmental impacts that are caused from the installation of the proposed water main. The stations referred to in this report are approximate and measured along the L-line. • � � � � �� > � 1�6 o° �� w�/ � H • Elemer Sanders 1276 �IIamY �. �- � O �� \ School L � � / � {� i Zd. , �, � . i �� O i O , � � ♦ � , i 421 -~ ' � � J � . � ' _ 1 ' , , . ,_ �'��„�,-� � : , . � � . Q �� , � . . . ��Y 0 " / O ' � Gj ; 1524 '� • . Pilots Ridge Airport � �` �� ,;� 525 . ��_ � - �1701 —__J O ;• -- �-----�� •C � 2317 0 0 � 234 � , L� f — —� V � i (� � , �Q' � � i�i � � � Hanes Freeman �— J Q- O � Cemete Q � � Chapel ry , ,� �r � ' � � ��- ,�p� ; . . � �� _ � " 421 � � �o : . m � . . . 1257 � � . . . . . :� . : (6 � : � � ._ . . . PR� ECT � - nlet J � a�}� r LOCATl01� v aro��na Be , ; Mt. Pilgrim Church . U.S. Coast Guard � �� ' � � G , , � 1527 � ;� ,� ,, „ , , , � � � i Q � i � , � ' � , � , �S ' � �. 'S � Sea Breeze � ,. ,, „ „ „ 421 �-----�,�: � �� , „ , , �,. � � ' �' � /� � T�ICII�ITY MAP (11tOT TO SCALE) OFF-SITE DETD UR GRAPHIC SCALES 50 25 0 PLANS 50 100 SHEET 1110.: UE-1 UE-2 UE-3 THR U I1�DEX 4F SHEETS UE-S DESCRIPTI0111: TO CAROLINA BEACH TITLE SHEET 1�EU PERMIT PLA1� SHEET 1�E U PERMIT PR OFILE SHEETS • • . • � ) BEGI1� _r— .c7 TIP PR OJECT 8—�236 . IO + 75. 00 BEGI1� BRIDGE —L— STA. l5 + 04.40 e� WA TER A1�D SEWER OWI�ERS 01�1 PR� ECT (A) AQUA I1�C. WATER (B) AQUA I11tC. FORCE SAI�ITARY (C) A T�T TELEPH�I�E SEWER E1�D BRIDGE —L— STA.16 + 24.40 E11 tD TIP PR OJECT 8-5236 —L— STA. 20 + 50.00 � �o�o�o ��o B- 2 5 �� U E-1 TO I WILMINGTON Bo Hemphill P.E. Kelvin Martin Amy Dupree Dayton Martin �� 7�� % � ��7�� DI VISI011 t OF HIGHWA YS UTILITIES U11tIT ISSS MAIL SERVICES CE11lTER RALEIGH 11tC 27699-ISSS PH0111E (919) 707-6690 FAX (919) 250-4151 UTILITIES REGI0I�AL E1�GI11tEER UTILITIES E1�1GI11lEER UTILITIES AREA COORDI11lATOR UTILITIES COORDI11lATOR C)1 � � � N Q H � � H 0 � � T � w _ � �� r H , 4, -� � ore AMA T A W L � lt A Y + �� __ � � . � , � _ .. �- � ��1�� I��I � . _�_ , �� u��-�in. ;1 � �� C� �� e � � . ✓on ult �� n e cut � �� OSe �r�� r��ov� � c� �1 � ��, �--� � � TELEPHONE LINE PROFILE A � I ��+�� , +�� `„jr� �� ' �� PROJECT REFERENCE N0. B-5236 �� 1 �v� � � � � T ' � _ a��bpeA °Pg�`tr'�a Yyup�� BpyMQ� 4'p@ &0�4�0�%/ bq��MweN by$� ��ws 4�A'QMWu. _-_ _ I - �� --_--. � � -- --_ � _ ----- -- � � rr + + 4"T P H � � N N U ��' I��1�� C�� F��-k-�� ,� H I � I � ; T � L I� � ' A Y � U ��r 4� �� -�� _ + + 4+ 4+ � � �� . .�— �� r�� X1S��,�� T hr e e o on ult �� U t, t C� X C� � p �nd c�� t.� + �.� � � �� e v� SHEET N0. UE-5 •� � • � O 0) See Sheet 9 A For Index of Sheets See Sheet �B For Conventlonal Symbols ,��,� �� amY 1� � ,�� 1 E�ementa S hoo� �� ^ Sanders �d� ��' Q � % O ' _'-/ � � ' . 421 �' - �` • �� • � � � � • . - �-'6� � _ J- , 6 � . . _ � �� . . �Z�s ' � " • ��, p o . . 1524 ^� � : Pilots Ridge Airport � �` �.` �' . � —� �,o, _' o : ol0 --- � .c • � � r—� v (� � C� Q" � ♦ ,�; /. ♦ Hanes Freeman � — � Q O � Chapel Cemetery Q 0 , -i-� �" � . � �� % 421 @ g � � • � � : t� ' . O � . . . . � , � 1257 ' . Ca • � ; � . O � PROJECT � �-��n�et LOCATI011t v rolina Bea; � M[ Pilgri U.S. Coast Guard 0 ^ �, � Ga , � 1527 ,: � . � � � m �I � '�" � � , � �• � ��5�8 �6 r Z• Sea ee, , e V � �� „ � –�' �r � 421 �� , �� / VICII�ITY MAP (11tOT TO SCALE) OFF—SITE DETO UR ,- r T . \ r T . � ��i � 1 .,.• � �.� � ��,�� l�)1 �� 1� 1��)' �� 1��'' 1 1 1 �, I« 1 1",'� �� .�� I , LOCA TI01�: REPLA CE BRIDGE 1�0.19 .O T�ER LORDS CREEI� 01� SR 1100 TYl'E OF WORI�: GRADII�G, PA T�I1�G, DRAII�A GE � STR UCT URE BEGI11t TIP PROJECT B-5236 —L— STA.10 + 7 .00 -L- STA. l5 + 04.40 TO __ CAROLINA BEACH THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. N -L- STA.16 + 24.40 � � ...�,5\ ,r\ o�, OJ, 'S ��'F` \ \ �� N 1 E11tD TIP PROIECT B-5236 —L— STA. 20 + 50.00 SR 1100 RIVER ROAD TO WILMINGTON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGI� DATA PROJECT LE11tGTH Prepored In the Offlce of: HYDRAULICS E1VGI11lEER ADT 2 017 = 5400 DI VISI01� OF HIGHWA YS 50 25 0 50 10� 1000 Birch Ridge Dr. Ralei h NC 27610 0� �OQ�/�y ADT 2037 = 9075 ' g ' � � K= 11 % LENGTH ROADWAY TIP PROJECT 6-5236 = 0.162 MI 2012 STANDARD SPECIFICATIONS �@� `��°'oQ PLANS D = HO % P.E. � � 50 25 0 50 l00 T= 3 0�0 * LENGTH STRUCTURE TIP PROJECT B-5236 = 0.023 MI RIGHT OF WAY DATE: GARY LOVERING PE SIGNATURE: q � . ROADWAY DESIG11l E111GI11tEER � o V = 6O MPH J U LY 2 0 2 O16 PROJECT ENGIII�EER * _ o o TOTAL LENGTH TIP PROJECT 6-5236 = 0.185 MI ' �� Q�Q PROFILE (HORIZONTAL) (�ST —1 /o + DUALS 2 /o) � o l0 5 0 l0 20 FUNC CLASS =MINOR LETTIIIIG DATE: VACANT �� p�p�� ARTERIAL SEPTEMBER 19, 2017 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUB—REGIONAL TIER P.E. SIGNAT URE: J BO U11lDARIES AND PROPERTY.• State Line ----- ----- County Line --- Township Line --� City Line -� Reservation Line - Property Line :��I�.,� �I� �,� ��I.,.� ��c��1�;'1�I 1 e . ,��,1�;c��1.,1 � .��. Ir�1 ��1�1c�� c��,l�� 11� ��1 1 �`�.a �-� � � ' � � : � � - � � � - , � � . „ . - RAILROADS: Standard Gauge _ CSX TRANSPORTATION RR Signal Milepost MILEPOOST 35 Switch 0 SWITCH RRAb d d +�-++ Existing Iron Pin � Property Corner � Property Monument � Parcel/Sequence Number �23 Existing Fence Line -x x x- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Existing Historic Property Boundary Known Contamination Area: Soil - �' Potential Contamination Area: Soil � Known Contamination Area: Water '� Potential Contamination Area: Water � Contaminated Site: Known or Potential BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap Sign Well Small Mine Foundation Area Outline Cemetery Building $CilOOI Church Dam HYDROLOGY.• Stream or Body of Water --- WLB EAB EPB HPB 0 0 s 0 � � I � � Hydro, Pool or Reservoir �_ _ _ _ � Jurisdictional Stream �S - Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 Flow Arrow �--- --- Disappearing Stream �--- --- Spring �-��.�_ -,� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump � an one RR Dismantled - RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line — � � Proposed Right of Way Line R Proposed Right of Way Line with R Iron Pin and Cap Marker Proposed Right of Way Line with R Concrete or Granite R�W Marker Proposed Control of Access Line with c Concrete C�A Marker � Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement - Existing Curb - iC� �A, E E TDE PDE DUE PUE TUE AUE � Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail - Proposed Guardrail = Existing Cable Guiderail - Proposed Cable Guiderail - Equality Symbol Pavement Removal I�EGETATION.• ti ��: Single Tree � Single Shrub � Hedge Woods Li ne � � � � � � � Orchard Vi neya rd EXISTING STRUCTURES.• MAJ O R: 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: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS 6(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS 6(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyord CONC J �ON� WW � � CONC HW �--------� � CB O -s �• �� O ❑T � HH - T - WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: 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 U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS 6(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information W A/G Woter - - - -TV FO- - - - -TV FO- TV FO � � ----c---- - —c— —c— A/G Gas 0 O ss A/G Sonitary Sewer — — — —F55— — — - — — FSS — — F55 0 � 4 AATU R E.O.I. � 0 N � �� N z 0 N i w � s U H U a o. .� � � � � a� N .� .� .� O � � E � � a a � V 0 � � � � � � X w Z O N � W � � N W 0 � 0 � � 0 O BEGIN TIP PROJECT B-5236 -L- STA. 10 + 75.00 T � � � � — _ � L� _ _ — � I " _ _ �L� �L�= — — — — — �Tr�'0— — — — — — -� 1 — m — 0 = m __�__=�=---Fs -- � � - `l r ��-��,�-, -��.,1, I � /� � � /� � �� \ � i � DS 50' TAPER LTiRT + 00.00 30.00' 50.00' I � � � �� F _ Fo— SR 1100 � RIVER ROAD 30'PAVED ROADWAY WOODS + 00.00 50.00' 60.00' w -��,�- v ��-,J� �� = — --------0� 1 � �— N � SI ION L TO E AT G � EST ITON RR � � �ST �$y �nTF�T � 0 � 1 BURNETT ENTERPRISES.INCORPORATED DB �000 PG 265 CL B RIP RAP EST I TON RR \ EST 5 SY GEOTEXT �O� � �s ' � MARSH�R � �'� E A �s �F� �� \ 15" W/ELBOWS O404 � � -� F � o- C �� ------- N �F W/EL E WOODS 2G1 TB SIGNATURE RIVER OAKS NC. LTD. DB 5694 PG 1007 CL B RIP RAP �EST I TON RR ; EST i 5 SY GEOTEXT � ...._. _ _.�\ — — -� OPEN WATER ` � �� MARSH AREA � � 040 F 6" DUCTI E IRON FORCE MAIN P CL B RI P P '��' `�ROS � 15" �\J/�� R �80 040 �n//ELB�WS E_ 5 SY EOTEXT � FFi� 9S �3�8�� CL B RIP RAP �� _\ �29. F � EST I TON RR 8" DUCTILE IRON WL �Y—GFaTEX�E / � � � � N� � � � MARSH AREA SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT BEGIN APPROACH END APPROACH -L- STA 16 + 35.57 -L- STA 14+93.23 8:1 PS TAPER � TYPE-III � TYPE-III N N N N N � � � O � N N N N N N r o r BRIDGE N0.19 � � TYPE-I I I TYPE-I I I `n 8:1 PS TAPER `n BEGIN BRIDGE END BRIDGE -L- STA 15 + 04.40 - - + . 0 NOT TO SCALE � NAD 83/ SRS 2007 � PROJECT REFERENCE NO. B-52 3 6 WW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER / � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N MA GARET C. EDWARDS � B 5777 PG i5u � � RUTH B. PHILLIPS REVOCABLE TRUST RUDIE W MALPASS FIRST TRACT REVOCABLE TRUST DB 3911 PG 389 DB 5617 PG 2578 � POT Sto. 2/+20.4 � � � �� WOODS 1 �� +50.00 0 � 2 � � W��S \ 30.�0� s � �' 6' �' �s �/ �-/ 50.00' m � � � p ` ` � 9 � �9 l�� \ � ➢ 9 9 � 6' � � � s � \ \� �' �W � 9 \ 50 TAPER °� �' � c� �� ' �, s � �� o �� ➢ LTiRT � � , � �� ' �� EIP x�s �NG R�GHT ��` � EIP W 8:1 PS T�PER � � `\ _ ---__ F �� , �� i� — _ GRAU 350 TL-3 — — = _ �� — — — — —' — � 1 � — — — — — — � _ � 1= � = fi � @ _ _ _ � , I � � - � — — O � �� m � � O O � o � o —� � m —_�� _ —_—� T—=,o= o ��-- —z===---�`Fss�'== L B�rt�,u 350 TL-3 _ — � � � � -- -- — ]' _ / "'� 8:1 PS TAPER N �p��\��I,,,yyy/��,� \I/ \I/ � RIf�CNP FOR SL�P PROTE�iION � � � SEE DETAIL 1 _ 35' DUKEE ENERGY ROW PER MB 51 PG 7 _ � � � � � � � MARSH AREA SIGNATURE RIVER OAKS NC. LTD. DB 5190 PG 1195 M6 51 PG 7 \� -E � �, � . ,�, � ,-,�-, , �" �. EXISTING RIGHT OF WAY \ WOODS _ � � � � �, �1� /�� , END TIP PROJECT B-5236 -L- STA. 20 + 50.00 ROCK PLATING DETAIL 1 RIP RAP FOR SLOPE PROTECTION GUARDRAIL ( NOf f0 SCple) � 18" CL A STONE � 2' THICK CL II RIPRAP * FROM STATION 16+28 TO " ?� 16+50 RIGHT USE 1.5:1 SLOPE AND KEY IN 3.5' `r�pA�l� GEOTEXTILE `� Type of Liner= ??(94) Tons,CL A Stone ??(200 Tons Class II Rip-Rap; Geotextile= NATURAL GROUND FROM STA. 16 + 28 TO STA. 18 + 50 -L- RT* FROM STA. 16 + 28 TO STA. 18 + 50 -L- LT � BRIDGE APPROACH SLAB FOR -L- PROFILE, SEE SHEET 5 FOR STRUCTURE PLANS, SEE SHEET S-1 THROUGH S-?