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HomeMy WebLinkAbout20150467 Ver 1_Application_201505111 8 May 2015 Brad Shaver U.S. Army Corps of Engineers Wilmington Regulatory Field Office 69 Darlington Avenue Wilmington, North Carolina 28403 Mason Herndon NCDENR – DWR Fayetteville Regional Office 225 Green Street, Suite 714 Fayetteville, NC 28301-5095 Re: Pre-Construction Notification. Copperhead Lane, Pender County, NC. Dear Brad and Mason: SEPI Engineering and Construction and NCDOT are pleased to submit a pre-construction notification for your review. Included in the packet are the following items: 1) PCN 2) Project description. 3) Impact figures. 4) GIS Figures including: vicinity, aerial imagery, USDA soil survey and USGS topographic. 5) JD request. 6) Cultural Resources Review: No Survey Required 2 Project Description On behalf of the NCDOT, Attn: Stonewall Mathis, please find attached a complete application and supplemental information requesting written concurrence from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of Water Resources (DWR) that the activities proposed below may proceed under Nationwide Permit 14 and General Water Quality Certification 3886. Please contact me at (910) 633-6921 if you have any questions or require additional information. The site is located 1.6 miles from the intersection of Whitestocking Road Exd (SR1512) and Whitestocking Road (SR1411) towards Stag Park Road (SR1509) in Pender County, NC (Figure 1). The project area consists of approximately 3.93 acres adjacent to and including the roadways (Figure 2). NCDOT plans to grade, drain, base, and pave the road. The length of this project is 0.44 miles. A delineation of jurisdictional features conducted by SEPI (Jason Hales) on August 26th 2014 identified two jurisdictional wetland areas (Figure 3). No streams are present on site and are not depicted in the project area on the soil survey or USGS topographic map (Figures 4 and 5). The jurisdictional wetlands are adjacent to TNW Northeast Cape Fear River through one contiguous wetland feature. Wetland fill impacts associated with this project total 0.0350 acres. Wetland cut impacts total 0.0236 acres and wetland mechanized clearing impacts total 0.0331. Giving an overall total of Wetland impacts associated with this project of 0.0917 acres. They are the minimum required to bring the road up to NCDOT standards. PROJECT SUMMARY Project Name Copperhead Lane Project Type Linear Transportation Project Owner / Applicant NCDOT; Attn: Stonewall Mathis County Pender Nearest Town Burgaw Waterbody Name Northeast Cape Fear River Index Number 18-74-(29.5) Class C; sw USGS Cataloging Unit 03030007 IMPACT SUMMARY Stream Impact (acres): 0 Wetland Impact (acres): 0.0917 Open Water Impact (acres): 0 Total Impact to Waters of the U.S. (acres) 0.0917 Total Stream Impact (linear feet): 0 3 We appreciate the opportunity to work with you. Please contact us if you have any questions regarding the information we have provided. Sincerely, Jason Hales SEPI Engineering and Construction 5030 New Centre Drive, Suite B Wilmington, NC 28403 910-633-6921 4 Fi g u r e 1 . C o p p e r h e a d L a n e V i c i n i t y M a p 5 Fi g u r e 2 . C o p p e r h e a d L a n e P r o j e c t A r e a M a p 6 Fi g u r e 3 . C o p p e r h e a d L a n e J u r i s d i c t i o n a l F e a t u r e s 7 Fi g u r e 4 . C o p p e r h e a d L a n e U S D A S o i l S u r v e y M a p 8 Fi g u r e 5 . C o p p e r h e a d L a n e U S G S T o p o M a p Project Tracking No.: 14-10-0004 o�oq NO ARCHAEOLOGICAL SURVEY REQUIRED FORM � ��� ,This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not �w 6v, valid for Historic Architecture and Landscapes. You must consult separately with the el Vi6a% Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No. WBS No: F.A. No. - Copperhead Lane 3C.071089 Federal Permit Required? County: Pender Document: MCS Funding: ® State ❑ Federal ® Yes ❑ No Permit Type: NWP 14 Project Description: The project proposes to grade, drain, base, and pave Copperhead Lane, which is situated L 6 miles from the intersection of Whitestocking Road Extension (SR1512) and Whitestocking Road (SR1411) towards Stag Park Road (SR1509) in Pender County, North Carolina. The archaeological Area of Potential Effects (APE) encompasses the 60ft. wide existing right-of-way for the 2,323ft (0.44 mile) project length. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: The project area is located in the north -central portion of Pender, south of the small Whitestocking community, between 1-40 and the Cape Fear River. This rural section of the county is characterized by sandy and level upland land surfaces with elevations ranging between 2ft AMSL and 8ft AMSL. Low -relief wetlands, swamps, Carolina Bays, pocossins, and streams/creeks are common hydrological features. Modern house locations and trailer homes front the entire Copperhead Lane APE project corridor. First, permitting and funding information was reviewed for determining the level of archaeological input required by state and federal laws. Next, construction design and other data was examined (when applicable) to define the character and extent of potential impacts to the ground surfaces embracing the Copperhead Lane roadway. Once an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology (OSA). No previously recorded archaeological sites are located within or directly adjacent to the project corridor. Historic structure locations often harbor archaeological deposits and features related to the occupation of a property. An inspection of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed Site (SS) properties employing resources available on the NCSHPO website evidenced an absence of these historic resources within the project area. Historic maps of Pender County were also appraised for former/past structure locations, land use patterns, or other confirmation of historic occupation in the project vicinity. Archaeological/historical reference materials were inspected as well. The cultural/historical review confirmed that no existing NRHP listed properties or archaeological sites will be impacted by the proposed road improvement project. In general, the documentation of meaningful, undisturbed prehistoric or historic deposits in the existing right-of-way/APE is remote. Further, topographic, geologic, and NRCS soil survey maps (BaB, Ra, Fo, To)) were referenced to evaluate pedeological, geomorphological, hydrological, and other environmental determinants that may have resulted in past occupation at this location. Aerial and on -ground photographs (NCDOT Spatial Data Viewer) and the Google Street View map application (when amenable) were also examined/utilized for additional assessment of disturbances, both natural and human induced, which compromise the integrity of archaeological sites. "No ARCHAEOLOGYSURVEY REQUIRED "form for Minor Transportation Projects as Qualified in the 2007 Prognanunatic Agreement. 1 of 2 Project Tracking No.: Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: The project APE contains no NRHP listed historic properties, previously documented archaeological sites, or cemeteries. Based on aerial and on -ground imagery, the majority of the APE is disturbed. It is distinguished by cut ditch -lines, erosion, above and below ground utility lines, and graded driveways. Since the project is not planned to affect the ground surfaces beyond the existing right-of-way, no further archaeological input or work will be necessary for this rural NCDOT Division 3 road improvement project. SUPPORT DOCUMENTATION See attached: ® Map(s) ® Previous Survey Info ® Photos ❑Correspondence ❑ Photocopy of County Survey Notes Other: FINDING BY NCDOT ARCHAEOLOGIST NO ARCHAEOLOGY SUR VEY REQUIRED L "No ARCNAEOLOGYSURVEY REQUIRED " farm for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 2 of 2 Page 1 of 10 PCN Form – Version 1.3 December 10, 2008 Version Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 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 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Copperhead Lane (SR 1764) 2b. County: Pender 2c. Nearest municipality / town: Burgaw 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state project no: WBS 3C.071089 Page 2 of 10 PCN Form – Version 1.3 December 10, 2008 Version 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): Stonewall Mathis, Division Environmental Engineer 3d. Street address: Highway Division 3 5501 Barbados Blvd. 3e. City, state, zip: Castle Hayne, NC 28429 3f. Telephone no.: 910-341-200 3g. Fax no.: 910-675-0143 3h. Email address: smathis@ncdot.gov 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: Jason Hales 5b. Business name (if applicable): SEPI Engineering and Construction 5c. Street address: 5030 New Centre Drive, Suite B 5d. City, state, zip: Wilmington, NC, 28403 5e. Telephone no.: 910-633-6921 5f. Fax no.: 910-523-5716 5g. Email address: jhales@sepiengineering.com Page 3 of 10 PCN Form – Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): NA 1b. Site coordinates (in decimal degrees): Latitude: 34.563581 Longitude: -77.842016 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 3.93 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Northeast Cape Fear River. NC SID: 18-74-(29.5). 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: The site consists of a two lane section of unpaved state road. Land use in the vicinity of the project is primarily residential and agricultural. 3b. List the total estimated acreage of all existing wetlands on the property: 0.0917. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0. 3d. Explain the purpose of the proposed project: Pave the road to at least minimum NCDOT standards. 3e. Describe the overall project in detail, including the type of equipment to be used: NCDOT plans to grade, drain, base, and pave the road. Standard road building equipment such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Jason Hales Agency/Consultant Company: SEPI Engineering Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Note: desktop issuance concurrent with this PCN 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. Page 4 of 10 PCN Form – Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. 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. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) W1 P T Fill PF01/4A Yes No Corps DWQ 0.0350 W2 P T Cut PFO1/4A Yes No Corps DWQ 0.0236 W3 P T Mechanized Clearing PFO1/4A Yes No Corps DWQ 0.0331 W4 P T Yes No Corps DWQ W5 P T Yes No Corps DWQ W6 P T Yes No Corps DWQ 2g. Total wetland impacts 0.0917 2h. Comments: 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. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P T PER INT Corps DWQ S2 P T PER INT Corps DWQ S3 P T PER INT Corps DWQ S4 P T PER INT Corps DWQ S5 P T PER INT Corps DWQ S6 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 3i. Comments: Page 5 of 10 PCN Form – Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled 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): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: Page 6 of 10 PCN Form – Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. NCDOT design is minimum requirements for State standards. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Sediment fencing around limits of disturbance, 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: NA 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 10 PCN Form – Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 8 of 10 PCN Form – Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? NA 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: The project will be completed in accordance with the NCDOT BMP manual to the maximum extent practicable. Construction stormwater management will comply with NCS 000250. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: NPDES 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No 5b. Have all of the 401 Unit submittal requirements been met? Yes No Page 9 of 10 PCN Form – Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. 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.) Comments: A Minimum Criteria Rule Compliance/MC Checklist was prepared by the NCDOT. Yes No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 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 additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting from this road paving, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect of 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. NA Page 10 of 10 PCN Form – Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? Yes No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? Yes No 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? A review of GIS NC Natural Heritage Program (NHP) elemental occurrence data from NHP was completed. The project area is 1.04 miles away from a historical (M.E. HYAMS, 1879) NHP elemental occurrence of Rough-leaf Loosestrife (Lysimachia asperulaefolia). The project area is 2.17 miles away from a current (NCWRC, 2005) NHP elemental occurrence of federally endangered Red-Cockaded Woodpecker (Picoides borealis). 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? NOAA Essential Fish Habitat Mapper v3.0 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 status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? Yes No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? An Archaeology - No Survey Required Form was completed by NCDOT Cultural Resources Specialist. A Historic- No Survey Required Form was completed by NCDOT Cultural Resources Specialist. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics coordination with FEMA. 8c. What source(s) did you use to make the floodplain determination? FEMA GIS Layer Applicant/Agent's Printed Name _______________________________ Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided.) Date NA D 8 3 N C G R I D 0 30 30 60 15 SEPI ENGINEERING & CONSTRUCTION, INCCORPORATE SEAL #: C-2197 CHECKED BY: J. HALES DATE 05/08/2015 SHEET C-1 TRANSPORTATION TRAFFIC SURVEYING ENVIRONMENTAL SITE/CIVIL INSPECTIONS CONSTRUCTION MANAGEMENT RALEIGH, NORTH CAROLINA 9 1 9 . 7 8 9 . 9 9 7 7 CHARLOTTE, NORTH CAROLINA 7 0 4 . 7 1 4 . 4 8 8 0 WILMINGTON, NORTH CAROLINA 9 1 0 . 5 2 3 . 5 7 1 5 www.sepiengineering.com info@sepiengineering.com DRAWN BY: E. SEIDEL NCDOT COPPERHEAD LANE WETLAND IMPACT 1 of 2 WE T L A N D F L A G NC D O T R I G H T - O F - W A Y FL A G G E D W E T L A N D L I N E EX I S T I N G C O N T O U R EX I S T I N G T R E E L I N E EX I S T I N G F E N C E DA T A P O I N T WE T L A N D F I L L I M P A C T WE T L A N D C U T I M P A C T WE T L A N D M E C H A N I Z E D CL E A R I N G I M P A C T LE G E N D x x PR O P O S E D W E T L A N D I M P A C T : 3 , 9 9 6 S F ( 0 . 0 9 1 7 A C . ) NOTES:1.RIGHT OF WAY BOUNDARY AND HORIZONTAL ROAD CENTERLINEPROVIDED BY NCDOT.2.ALL SURVEYED POINTS ARE TO NAD 83 SCALE FACTOR = 0.99992353.ALL ELEVATIONS SHOWN ARE TO MSL. 0 5 5 10 SEPI ENGINEERING & CONSTRUCTION, INCCORPORATE SEAL #: C-2197 CHECKED BY: J. HALES DATE 05/08/2015 SHEET C-2 TRANSPORTATION TRAFFIC SURVEYING ENVIRONMENTAL SITE/CIVIL INSPECTIONS CONSTRUCTION MANAGEMENT RALEIGH, NORTH CAROLINA 9 1 9 . 7 8 9 . 9 9 7 7 CHARLOTTE, NORTH CAROLINA 7 0 4 . 7 1 4 . 4 8 8 0 WILMINGTON, NORTH CAROLINA 9 1 0 . 5 2 3 . 5 7 1 5 www.sepiengineering.com info@sepiengineering.com DRAWN BY: E. SEIDEL NCDOT COPPERHEAD LANE WETLAND IMPACT 2 of 2