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HomeMy WebLinkAbout20240085 Ver 1_Beaufort - CLNA 2023 Bridge Repairs PCN Br 14.20_20240108PRE -CONSTRUCTION NOTIFICATION (PCN) FORM FOR CAROLINA COASTAL RAILWAY INC. 2023 BRIDGE REPAIRS 1700 BLACK CREEK ROAD WILSON, NC 27893 BRIDGE #14.20 BEAUFORT COUNTY, NORTH CAROLINA 3 JAN UARY 2024 I:jN =1:7_1N=111:Y0 F D C E P.C. IIFIRM LICENSE NO. � -4723 II TABLE OF CONTENTS PCN Form PCN Form Section B3e Supplement Topographic Map of Area NCRS Soil Survey Map of Area Bridge Repair Plans FEMA Flood Map USFW IPaC Results Authorization Form O '4411::� ^Y 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 ❑X Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No 1d. Type(s) of approval sought from the DWQ (check all that apply): ❑ 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ❑X No For the record only for Corps Permit: ❑ Yes ❑X No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ❑X No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ❑ No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑ No 2. Project Information 2a. Name of project: CLNA 2023 Bridge Repairs - Bridge 14.20 2b. County: Beaufort 2c. Nearest municipality / town: Pantego 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Carolina Coastal Railway Inc. 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if applicable): Alan Bridgers 3d. Street address: 1700 Black Creek Road 3e. City, state, zip: Wilson, INC 27893 3f. Telephone no.: (252) 237-8259 3g. Fax no.: 3h. Email address: abridgers@regional-rail.com Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑X Agent ❑ Other, specify: 4b. Name: Drew Bessette 4c. Business name (if applicable): FDCE, P.C. 4d. Street address: 19 Ocean Ave, Unit 5 4e. City, state, zip: Portland, ME 04103 4f. Telephone no.: (207) 747 4651 4g. Fax no.: 4h. Email address: drew@fdcengineers.com 5. Agent/Consultant Information (if applicable) 5a. Name: Drew Bessette 5b. Business name (if applicable): FDCE, P.C. 5c. Street address: 19 Ocean Ave, Unit 5 5d. City, state, zip: Portland, ME 04103 5e. Telephone no.: (207) 747 4651 5f. Fax no.: 5g. Email address: drew@fdcengineers.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): N/A 1 b. Site coordinates (in decimal degrees): Latitude: 35.572667 Longitude:-76.645875 1 c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Cuckolds Creek 2b. Water Quality Classification of nearest receiving water: SC / NSW 2c. River basin: Tar -Pamlico 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Bridge 14.20 Carolina Coastal Railway runs over Cuckolds Creek primarily along cultivated land: hay and pasture land, and other cropland, rotation or permanent pasture. The west and east ends of the bridge are surrounded by, unmanaged herbaceous Cover, and broadleaf deciduous forest land. The railway runs parallel to route 265. 3b. List the total estimated acreage of all existing wetlands on the property: 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3d. Explain the purpose of the proposed project: Perform necessary repairs to maintain the bridge in operable condition without load restrictions. 3e. Describe the overall project in detail, including the type of equipment to be used: See Attached Document. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall prior phases)in the past? ❑ Yes ❑X No ❑ Unknown 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? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑Yes 0 No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes 0 No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that 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 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 Choose one Choose one Yes/No - W2 Choose one Choose one Yes/No W3 Choose one Choose one Yes/No W4 Choose one Choose one Yes/No W5 Choose one Choose one Yes/No W6 Choose one Choose one Yes/No 2g. Total Wetland Impacts: 2h. Comments: No wetland impacts due to construction. 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 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 Choose one S2 Choose one S3 Choose one S4 Choose one S5 Choose one S6 Choose one 3h. Total stream and tributary impacts 3i. Comments: No stream and tributary impacts due to construction. Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivi ually 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) 01 Choose one Choose O2 Choose one Choose 03 Choose one Choose 04 Choose one Choose 4f. Total open water impacts 4g. Comments: o open water impacts due to construction. 5. Pond or Lake Construction If pond or lake construction proposed, the 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 P1 Choose one P2 Choose one 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 ❑ Catawba ❑ Randleman ❑ Other: 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 Yes/No B2 Yes/No B3 Yes/No B4 Yes/No B5 Yes/No B6 Yes/No 6h. Total Buffer Impacts: 6I. Comments: No impacts to the riparian buffer because no work will be performed from the ground or in the water. Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. All work will take place from the bridge deck or a small boat/barge. Pile cuts will be at the low water line. No underwater work will be required and no disturbance of stream bed will take place. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Storm water Best Management Practices will be followed. Site access will be from the Railroad R-O-W. Work will be performed from the bridge deck when possible. Material will be brought in via rail. 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 ❑X 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 El 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: Choose one Type: Choose one Type: Choose one Quantity: Quantity: 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: Choose one 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 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ❑X No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 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 ❑X 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. A diffuse flow plan is not necessary because the project does not impact any riparian buffer, the work will be done from the deck the bridge. ❑ Yes ❑X NO of 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project does not require a Stormwater Management Plan because the entirety of the scope of work falls within the natural drainage area boundary and does not increase impervious surface area, the total built upon area is not changing. This project does not require activities that result in fill, dredging or excavation of waters or wetlands below the normal high water level. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? Beaufort County ❑ Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑Yes 0 No attached? 4. DWQ Stormwater Program Review OCoastal 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 ❑ Yes 0 No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑X Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑X Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the 0 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 0 No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes 0 No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? El Yes 0 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 0 No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑X Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ❑X No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? U.S. Fish and Wildlife Service (USFWS) and NOAA fisheries resource was used to determine any impact. See supplemental information. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑X Yes ❑ No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NOAA Habitat Conservation National Marine Fisheries Service Mapper shows that the project will occur within Essential Fish Habitat buffer. Project will not impact any habitat. 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 ❑X No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NCState Historic Preservation office National register of historic places has no listings, There are no listings of historic places on arcGIS tool provided on ncdcr.gov. Site will not impact any historical sites. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑X Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: This project will have no effect on the 100-year floodplain. The drainage area of the bridge will remain the same. 8c. What source(s) did you use to make the floodplain determination? FEMA Risk Map (https://msc.fema.gov/) Drew Bessette ( 01/03/2024 Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 Pre -Construction Notification (PCN) Form Supplement CLNA 2022 Bridge Repairs Bridge 14.20 Beaufort County, North Carolina Section He Describe the overall project in detail, including the type of equipment to be used: The timber substructure supports of the bridge consists of driven piles with a concrete cap. To restore the capacity of the 8 bents, the existing piles will be cut off 14" below the top of cap (above water) and a new timber cap will be installed below the existing concrete cap. At the end bents located in the embankment, some minor hand excavation using shovels will be required to facilitate the new cap installation. At intermediate bents over water, the work will be performed from a small boat/barge and from the deck of the bridge. Four decayed timber piles will be cut off at the low water line and a new pile of the same size will be spliced in above. The repairs will have no effect on the hydraulics of the bridge. Work will be performed from a small boat/barge and from the deck of the bridge. The existing piles will be removed and disposed of in a lawful manor. No direct or indirect impacts are anticipated under this scope of work. PATMENT OF THE INT `i US GS U.S. DEU SRGEOLOGICAL SURV YERIOR science for a changing world -76.7500' 35.6250° 342000m E 43 44 The National Map USTopo 45 46 47 48 49 50 51 PANTEGO QUADRANGLE NORTH CAROLINA - BEAUFORT COUNTY 7.5-MINUTE SERIES -76.6250" 52 35.6250' 3943000mN 42 41 40 39 38 37 36 35 34 33 32 31 30 43 42 41 40 39 38 37 36 35 34 33 32 31 3930000mN 35. 5000 ° -76.7500°42 43 44 45 46 47 48 49 50 51 352000mE -76.6250° 35.5000° Produced by the United States Geological Survey MN * SCALE 1 :24 000 ROAD CLASSIFICATION North American Datum of 1983 (NAD83) O World Geodetic System of 1984 (WGS84). Projection and 1 0.5 0 KILOMETERS 1 2 NORTH Expressway Local Connector 00 o� 1 000-meter grid: Universal Transverse Mercator, Zone 185 G ROLINA Secondary Hwy Local Road � This map is not a legal document. Boundaries may be 10°25' 1000 500 0 METERS 1000 2000 Ramp 4WD 185 MILS generalized for this map scale. 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STII t•}L z o � St72i/jl o N AO) � Point TOp R D� r ` s - - a s ` s Spady G X rio �10 v 5 -----• _ yJ�h The Nar ows� " HOSE- ._ Graveyar_d-Point r Ac bell / Ro ,5 RUN OR FOREMAN EN 5 Pei It �5 USDA United States Department of Agriculture N RCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Beaufort County, North Carolina December 4, 2023 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/ portal/nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https:Hoffices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. Contents Preface............................................................. How Soil Surveys Are Made .......................... SoilMap........................................................... SoilMap ........................................................ Legend.......................................................... Map Unit Legend ........................................... Map Unit Descriptions ................................... Beaufort County, North Carolina ............... Ap—Arapahoe fine sandy loam ............. At —Augusta fine sandy loam ................ Cu—Currituck muck, frequently flooded Ds—Dragston fine sandy loam .............. W—Water.............................................. References...................................................... .2 ..5 .8 ..9 10 11 11 13 13 14 16 17 19 20 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil -landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. Custom Soil Resource Report Soil Map 0 350490 350560 350630 350700 350770 350940 350910 35° 34' 29" N r r 0 ro 0 tb r 35° 34' 14" N 350490 350560 350630 350700 350770 b M Map Scale: 1:3,360 if printed on A landscape (11" x 8.5") sheet. Meters N 0 45 90 180 270 Feet 0 150 300 600 900 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 9 350980 351050 351120 350840 350910 350980 351050 351120 351190 35° 34' 29" N r r 0 ro r 0 io r tb r 35° 34' 14" N 351190 MAP LEGEND Area of Interest (AOI) 0 Area of Interest (AOI) Soils 0 Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Iwo Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit �i Gravelly Spot Landfill A. Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip oa Sodic Spot Custom Soil Resource Report MAP INFORMATION Spoil Area The soil surveys that comprise your AOI were mapped at 1:24,000. Stony Spot Very Stony Spot Warning: Soil Map may not be valid at this scale. Wet Spot Enlargement of maps beyond the scale of mapping can cause Other misunderstanding of the detail of mapping and accuracy of soil �- Special Line Features line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed Water Features scale. Streams and Canals Transportation Please rely on the bar scale on each map sheet for map E F Rails measurements. . 0 Interstate Highways Source of Map: Natural Resources Conservation Service US Routes Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Major Roads Local Roads Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts Background distance and area. A projection that preserves area, such as the Aerial Photography Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Beaufort County, North Carolina Survey Area Data: Version 26, Sep 13, 2023 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 20, 2020—Nov 29, 2020 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. 10 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Ap Arapahoe fine sandy loam 10.5 22.9% At Augusta fine sandy loam 9.5 20.6% Cu Currituck muck, frequently flooded 18.2 39.6% Ds Dragston fine sandy loam 1.2 2.7% W Water 6.6 14.3% Totals for Area of Interest 46.0 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate 11 Custom Soil Resource Report pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource Report Beaufort County, North Carolina Ap—Arapahoe fine sandy loam Map Unit Setting National map unit symbol: 3r22 Elevation: 0 to 30 feet Mean annual precipitation: 42 to 58 inches Mean annual air temperature: 61 to 64 degrees F Frost -free period: 190 to 270 days Farmland classification: Prime farmland if drained Map Unit Composition Arapahoe, drained, and similar soils: 80 percent Arapahoe, undrained, and similar soils: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Arapahoe, Drained Setting Landform: Flats, depressions Down -slope shape: Linear Across -slope shape: Concave Parent material: Sandy and loamy fluviomarine deposits Typical profile Ap - 0 to 17 inches: fine sandy loam Bg - 17 to 30 inches: fine sandy loam BCg - 30 to 42 inches: fine sandy loam Cg - 42 to 80 inches: loamy fine sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Very poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 0 to 12 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Moderate (about 7.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A/D Ecological site: F153AY09ONC - Flooded Mineral Soil Floodplains and Terraces, F153BY06ONC - Wet Loamy Flats and Depressions Hydric soil rating: Yes Description of Arapahoe, Undrained Setting Landform: Flats, depressions Down -slope shape: Linear 13 Custom Soil Resource Report Across -slope shape: Concave Parent material: Sandy and loamy fluviomarine deposits Typical profile A - 0 to 17 inches: fine sandy loam Bg - 17 to 30 inches: fine sandy loam BCg - 30 to 42 inches: fine sandy loam Cg - 42 to 80 inches: loamy fine sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Very poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 0 to 12 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Moderate (about 7.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6w Hydrologic Soil Group: A/D Ecological site: F153AY09ONC - Flooded Mineral Soil Floodplains and Terraces, F153BY06ONC - Wet Loamy Flats and Depressions Hydric soil rating: Yes At —Augusta fine sandy loam Map Unit Setting National map unit symbol: 3r23 Elevation: 0 to 30 feet Mean annual precipitation: 42 to 58 inches Mean annual air temperature: 61 to 64 degrees F Frost -free period: 190 to 270 days Farmland classification: Prime farmland if drained Map Unit Composition Augusta, drained, and similar soils: 80 percent Augusta, undrained, and similar soils: 10 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Augusta, Drained Setting Landform: Flats on marine terraces, depressions on marine terraces Down -slope shape: Linear Across -slope shape: Linear 14 Custom Soil Resource Report Parent material: Sandy and loamy fluviomarine deposits and/or marine deposits Typical profile Ap - 0 to 5 inches: fine sandy loam Bt - 5 to 23 inches: loam BCg - 23 to 31 inches: sandy loam Cg - 31 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 12 to 24 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Moderate (about 8.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2w Hydrologic Soil Group: B/D Ecological site: F153BY04ONC - Moist Loamy Rises and Flats, F153AY04ONC - Moist Loamy Rises and Flats Hydric soil rating: No Description of Augusta, Undrained Setting Landform: Flats on marine terraces, depressions on marine terraces Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy and loamy fluviomarine deposits and/or marine deposits Typical profile A - 0 to 5 inches: fine sandy loam Bt - 5 to 23 inches: loam BCg - 23 to 31 inches: sandy loam Cg - 31 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 12 to 24 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Moderate (about 8.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: B/D 15 Custom Soil Resource Report Ecological site: F153BY040NC - Moist Loamy Rises and Flats, F153AY040NC - Moist Loamy Rises and Flats Hydric soil rating: No Minor Components Tomotley, undrained Percent of map unit. 5 percent Landform: Depressions on stream terraces, flats on marine terraces Down -slope shape: Linear Across -slope shape: Linear Ecological site: F153AY090NC - Flooded Mineral Soil Floodplains and Terraces, F153BY060NC - Wet Loamy Flats and Depressions Hydric soil rating: Yes Cu—Currituck muck, frequently flooded Map Unit Setting National map unit symbol: 3r2s Elevation: 0 feet Mean annual precipitation: 42 to 58 inches Mean annual air temperature: 61 to 64 degrees F Frost -free period: 190 to 270 days Farmland classification: Not prime farmland Map Unit Composition Currituck, tidal, and similar soils: 90 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Currituck, Tidal Setting Landform: Tidal marshes Down -slope shape: Linear Across -slope shape: Linear Parent material: Herbaceous organic material over sandy fluviomarine deposits Typical profile Oat - 0 to 12 inches: muck Oa2 - 12 to 30 inches: muck Cg - 30 to 80 inches: sand Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Drainage class: Very poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: About 0 to 12 inches it. Custom Soil Resource Report Frequency of flooding: Very frequent Frequency of ponding: None Maximum salinity. Very slightly saline to slightly saline (2.0 to 4.0 mmhos/cm) Sodium adsorption ratio, maximum: 10.0 Available water supply, 0 to 60 inches: High (about 11.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8w Hydrologic Soil Group: A/D Ecological site: R153BY140NC - Tidal Marsh on Organic Soil Hydric soil rating: Yes Ds—Dragston fine sandy loam Map Unit Setting National map unit symbol. 3r31 Elevation: 0 to 20 feet Mean annual precipitation: 42 to 58 inches Mean annual air temperature: 61 to 64 degrees F Frost -free period: 190 to 270 days Farmland classification: Farmland of statewide importance Map Unit Composition Dragston, drained, and similar soils: 45 percent Dragston, undrained, and similar soils: 40 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Dragston, Drained Setting Landform: Marine terraces Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy and loamy fluviomarine deposits and/or marine deposits Typical profile A - 0 to 6 inches: loamy fine sand E - 6 to 10 inches: loamy fine sand Bt - 10 to 42 inches: sandy loam 2Cg - 42 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 12 to 30 inches Frequency of flooding: None 17 Custom Soil Resource Report Frequency of ponding: None Available water supply, 0 to 60 inches: Moderate (about 6.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2w Hydrologic Soil Group: A/D Ecological site: F153BY04ONC - Moist Loamy Rises and Flats, F153AY04ONC - Moist Loamy Rises and Flats Hydric soil rating: No Description of Dragston, Undrained Setting Landform: Marine terraces Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy and loamy fluviomarine deposits and/or marine deposits Typical profile A - 0 to 6 inches: loamy fine sand E - 6 to 10 inches: loamy fine sand Bt - 10 to 42 inches: sandy loam 2Cg - 42 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 12 to 30 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Moderate (about 6.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A/D Ecological site: F153BY04ONC - Moist Loamy Rises and Flats, F153AY04ONC - Moist Loamy Rises and Flats Hydric soil rating: No Minor Components Portsmouth, undrained Percent of map unit. 3 percent Landform: Depressions on marine terraces, flats on marine terraces Down -slope shape: Linear Across -slope shape: Linear Ecological site: F153AY06ONC - Wet Loamy Flats and Depressions, F153BY06ONC - Wet Loamy Flats and Depressions Hydric soil rating: Yes Nimmo, undrained Percent of map unit. 2 percent 18 Custom Soil Resource Report Landform: Flats on marine terraces, depressions on marine terraces Down -slope shape: Concave Across -slope shape: Linear Ecological site: F153AY06ONC - Wet Loamy Flats and Depressions, F153BY06ONC - Wet Loamy Flats and Depressions Hydric soil rating: Yes Map Unit Composition Water: 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Water Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8 Hydric soil rating: No 19 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/ n res/d eta i I/n ati o n a I/s o i Is/?cid = n res 142 p2_0 54262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepastu re/?cid=stelprdb1043084 20 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/ n res/d eta i I/so i Is/scie ntists/?cid=n res 142 p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid = n res 142 p2_05 3624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:H www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl 42p2_052290. pdf 21 m A 03 A pAO' 7m.1 I p m _ O � N � .TJ O U 0 O t OJ O O I a z ` l o D 099 g(t S i � rn \ e n W � z OJ 6 N N C7 o C� O m � D r z 0000 00000 zzzzzzzz - c � vrT -1 A 11 11 11 cl z r T V DZ 111 O V D D 3 ! ^ v J Z O c X T O v m D z SD zz om OZ O z „<, cam cn O � m O Z O z D B O A z� O C J = C �� ➢ f' l U O D D on Z� n o c' o O O D D z O O ➢ O O D D D � o O o D D? 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DATE REVISION BY WILSON, NORTH CAROLINA FDCE, P.C. lip, I / 99 OCEAN D, M SUITE 5 POM LICENSE NO C-47 3 FIRM LICENSE NO. C-4]23 GENERAL NOTES N Z O m n cu n n 0 n - n n o 0 0➢ o o G> D m n o � � 0 fV m W .-O _ _ n O r m A n n TRACK A o � BENT 1 - BENT 2 0 n BENT 3 0 0 v BENT 4 BENT 5 <m o �3 I BENT 6 zJ n z r- 0- - BENT 7 n 0 0 0 o n n < +o n � m o0 � _ n u BENT 8 C „ n n _ z D z z o � n BENT 9 FE �n D oo. Z m m - 0 z o z A z A z o BENT 10 T-0"4 BOTTOM OF CAP TO WATERLINE FF n 0 n BENT 11 n oC u i BENT 12 0 BENT 13 n � D n� BENT 14 m _ o o i z J BENT 15 D 11 mill BENT 16 z o�� zA z� BENT 17 FE �o z _ m BENT 18 c� n m n 0 o n W o o O o � n - J - - - - o CO o � 0 .Z7 n 2 � m O n C m o m 0 o 0 0 0 0 W D Z BENT 1 <, o n m BENT 2 n z' BENT 3 TRACK n BENT 1 0 - 0 m CO .Z7 BENT 2 O om 0 I J n OD O O _ BENT 370 w m D m 0 � z D BENT 4 Z D O I m n BENT 5 FE CAROLINA COASTAL RAILWAY NO. DATE REVISION BY WILSON, NORTH CAROLINA FDCE P.C. � � M� $ n 2023 BRIDGE REPAIRS 7 19 OCEAN AVE. SUITE 5 ,e r ram. BELHAVEN SUB. BRIDGE #7.10, #7.80, #14.20 III I I PORTLAND, ME 04103 ` SCOPE OF WORK FIRM LICENSE NO. C-4723 o m D A m\y f O O O _ 3€ O -> O OO - 77 /OO O; ARUIMA COASTAL RAILWAY WILSON, NORTH CAROLINA 2023 BRIDGE REPAIRS STANDARD TIMBER REPAIR DETAILS NO. I DATE 3' (TYP,) N OF COURSES A.D.I.F REVISION I BY W D C7 Z N n n 12" MIN. 3'- 0" III pli / FDCESUITE l P.C. 99 OCEAN 5 PO RTLAN D, D, ME 04703 FIRM LICENSE NO. C-4723 National Flood Hazard Layer FI RMette FEMA Legend 76o39'4"W 35o34'36"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT + - X—M op t 06 t •� R Add *kk +r ' L 372'i669700K 3720760600K r { eff. 6 19f 2 0 eff. 6119f 2020 r ., Al7"l� r . F 4111 Rt de AIL 4 r r ♦ � rt i Without Base Flood Elevation (BFE) Zone A, V, A99 SPECIAL FLOOD With BFE or Depth ZoneAE,AD,AH,Ve,Aa HAZARD AREAS Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zonex Future Conditions 1% Annual 4L - Chance Flood Hazard Zonex " Area with Reduced Flood Risk due to OTHER AREAS OF Levee. See Notes. zone FLOOD HAZARD �,j Area with Flood Risk due to Leveezone D NO SCREEN Area of Minimal Flood Hazard Q Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard GENERAL - — - - Channel, Culvert, or Storm Sewer STRUCTURES i i i i i i i Levee, Dike, or Floodwall e zo.z Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation a - - - Coastal Transect ^^^^y517^^^--- Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary — --- Coastal Transect Baseline OTHER _ Profile Baseline FEATURES Hydrographic Feature Digital Data Available AN 0 No Digital Data Available MAP PANELS El Unmapped QThe pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 12/4/2023 at 10:26 AM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data overtime. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for — -I ' UUU unmapped and unmodernlzed areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. Basemap Imagery Source: USGS National Map 2023 IPaC Information for Planning and Consultation U.S. Fish & Wildlife Service IPaC resource list This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the project area referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly affected by activities in the project area. However, determining the likelihood and extent of effects a project may have on trust resources typically requires gathering additional site -specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of proposed activities) information. Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction in the defined project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for additional information applicable to the trust resources addressed in that section. Location Beaufort County, North Carolina X V 1,11ho 10 -0 Local office Raleigh Ecological Services Field Office (919) 856-4520 (919) 856-4556 MAILING ADDRESS Post Office Box 33726 Raleigh, NC 27636-3726 PHYSICAL ADDRESS 551 Pylon Drive, Suite F Raleigh, NC 27606-1487 r\ V1bA(3 10� N**�6 Endangered species This resource list is for informational purposes only and does not constitute an analysis of project level impacts. The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly affected by activities in that area (e.g., placing a dam upstream of a fish population even if that fish does not occur at the dam site, may indirectly impact the species by reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To fully determine any potential effects to species, additional site -specific and project -specific information is often required. Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any species which is listed or proposed to be listed may be present in the area of such proposed action" for any project that is conducted, permitted, funded, or licensed by any Federal agency. A letter from the local office and a species list which fulfills this requirement can only be obtained by requesting an official species list from either the Regulatory Review section in IPaC (see directions below) or from the local field office directly. For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official species list by doing the following: 1. Draw the project location and click CONTINUE. 41: 2. Click DEFINE PROJECT. 3. Log in (if directed to do so). 4. Provide a name and description for your project. 5. Click REQUEST SPECIES LIST. Listed speciesi and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheriesz). Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA Fisheries for species under their jurisdiction. b 1111b.- ku 1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or proposed, for listing. See the listing status page for more information. IPaC only shows species that are regulated by USFWS (see FAQ). 2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following species are potentially affected by activities in this location: Mammals NAME STATUS Northern Long-eared Bat Myotis septentrionalis Endangered Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/9045 .10 Red Wolf Canis rufus Enda er No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/37 f Red Wolf Canis rufus EXPN No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/37 Tricolored Bat Perimyotis subflavus Proposed Endangered Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/10515 West Indian Manatee Trichechus manatus Threatened Wherever found Marine mammal There is final critical habitat for this species. Your location does not overlap the critical habitat. https://ecos.fws.gov/ecp/species/4469 Birds NAME STATUS Red -cockaded Woodpecker Picoides borealis Endangered Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/7614 Rufa Red Knot Calidris canutus rufa Wherever found There is proposed critical habitat for this species. https://ecos.fws.gov/ecp/species/1864 Reptiles NAME Threatene STATUS American Alligator Alligator mississippiensis SAT Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/776 Green Sea Turtle Chelonia mydas Threatened There is final critical habitat for this species. Your location does not overlap the critical habitat. https://ecos.fws.gov/ecp/species/6199 Kemp's Ridley Sea Turtle Lepidochelys kempii Wherever found There is proposed critical habitat for this species. https://ecos.fws.gov/ecp/species/5523 Leatherback Sea Turtle Dermochelys coriacea Wherever found There is final critical habitat for this species. Your location does not overlap the critical habitat. https://ecos.fws.gov/ecp/species/1493 Insects NAME Monarch Butterfly Danaus plexippus Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/9743 Endangered Endangered STATUS Candidate Flowering Plants NAME W Rough -leaved Loosestrife Lysimachia asperulaefolia` Wherever found IL No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/2747 Sensitive Joint -vetch Aeschynomene virginica Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/855 STATUS Endangered Threatened Critical habitats Potential effects to critical habitat(s) in this location must be analyzed along with the endangered species themselves. There are no critical habitats at this location. You are still required to determine if your project(s) may have effects on all above listed species. Bald &Golden Eagles r4: 4 There are no documented cases of eagles being present at this location. However, if you believe eagles may be using your site, please reach out to the local Fish and Wildlife Service office. Additional information can be found using the following links: • Eagle Managment https://www.fws.got//program/eagle-management t • Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/collections/avoiding-and-minimizing- incidental -take -migratory -birds e • Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/documents/nationwide-standard- conservation-measures.ptf • Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/media/supplemental-information- migratory-birds-and-bald-and-golden-eagles-may-occur-project-action Bald and Golden Eagle informa ion is not available at this time 1 What does IPaC use to generate the potential presence of bald and golden eagles in my specified location? The potential for eagle presence is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey., banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply). To see a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator (RAIL) Tool. What does IPaC use to generate the probability of presence graphs of bald and golden eagles in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC), and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey., banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator (RAIL) Tool. ir Ab What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Please contact your local Fish and Wildlife Service Field Office if you have, questions. Migratory birds Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle Protection Acts. Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. 1. The Migrraato Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. Additional information can be found using the following links: • Eagle Management https://www.fws.gQv//program/eagle-management • Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/collections/avoiding-and-minimizing= incidental -take -migratory -birds • Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/ documents/nationwide-standard- conservation-measures.pdf • Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/media/supplemental-information- migratory-birds-and-bald-and-golden-eagles-may-occur-project-action Migratory bird information is not available at this time Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. 'h'- Sk " 74 What does IPaC use to generate the list of migratory birds that potentially occur in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC), and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN),. The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator (RAIL) Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey., banding, and citizen science datasets. Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering or migrating in my area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may query your location using the RAIL Tool and look at the range maps provided for birds in your area at the bottom of the profiles provided for each bird in your results. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. s What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: 00 1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); IV IP 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or (for non -eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). % % Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Loring. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. r\ 11hA(D 10 � �v Lyi Marine mammals Marine mammals are protected under the Marine Mammal Protection Act. Some are also protected under the Endangered Species Act! and the Convention on International Trade in Endangered Species of Wild Fauna and Flora. The responsibilities for the protection, conservation, and management of marine mammals are shared by the U.S. Fish and Wildlife Service [responsible for otters, walruses, polar bears, manatees, and dugongs] and NOAA Fisheries! [responsible for seals, sea lions, whales, dolphins, and porpoises]. Marine mammals under the responsibility of NOAA Fisheries are not shown on this list; for additional information on those species please visit the Marine Mammals page of the NOAA Fisheries website. The Marine Mammal Protection Act prohibits the take (to harass, hunt, capture, kill, or attempt to harass, hunt, capture or kill) ............................................................................................................................................................................................................................................................................................ of marine mammals and further coordination may be necessary for project evaluation. Please contact the U.S. Fish and Wildlife Service Field Office shown. 1. The Endangered Species Act (ESA) of 1973. 2. The Convention on International Trade in Endangered Species of Wild Fauna and Flora (CITES) is a treaty to ensure that international trade in plants and animals does not threaten their survival in the wild. 3. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following marine mammals under the responsibility of the U.S. Fish and Wildlife Service are potentially affected by activities in this location: NAME opmR U11-- West Indian Manatee Trichechus manatus https://ecos.fws.gov/ecp/species/4469 n Facilities National Wildlife Refuge lands Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. There are no refuge lands at this location. Fish hatcheries There are no fish hatcheries at this location. Wetlands in the National Wetlands Inventory (NWI) Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. Je For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. This location overlaps the following wetlands: ESTUARINE AND MARINE DEEPWATER E1 UBL ESTUARINE AND MARINE WETLAND E2EM1 Pd FRESHWATER EMERGENT WETLAND PEM1 Cd FRESHWATER FORESTED/SHRUB WETLAND PF04Bd PF04Cd PSS1 /4Cd RIVERINE R2UBHx A full description for each wetland code can be found at the National Wetlands Inventory website 4< NOTE: This initial screening does not replace an on -site delineation to determine whether wetlands occur. Additional information on the NWI data is provided below. Data limitations The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland boundaries or classification established through image analysis. The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping problem Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in polygon boundaries or classifications between the information depicted on the map and the actual conditions on site. Data exclusions l:o\ Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go undetected by aerial imagery. Data precautions Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that used in this inventory. There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate Federal, state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities. SAMPLE AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. N/A PLAN NO. PARCEL ID: STREET ADDRESS: Please print: Property Owner: Property Owner: Carolina Coastal Railway, Inc. The undersigned, registered property owners of the above noted property, do hereby authorize Drew Bessette, P.E. , of (Contractor / Agent) FDCE, P.C. (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): Telephone: 1700 Black Creek Road, Wilson, North Carolina 27893 (252) 237 - 8259 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. Authorized Signature Authorized Signature Date: 0 7 0 8 00 QQ- Date: