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Home My WebLink About20140405 Ver 1_Application_20140422�h � .�� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCRORY GOVEftNOR April 16, 2014 U.S. Army Corps of Engineers Wilmington Regulatory Field Office 69 Darlington Ave Wilmington, North Carolina 28403 ATTN Dear Sir: Subj ect: Ms. Liz Hair NCDOT Project Manager Notification for Nationwide Permit 14 (Minor Road Crossing) NCDENR 401 WQC 3886 Culvert Replacement NC 211 & Shannon Rd Robeson County State Project Numbex: 45336.114 (W-5206N) Federal Proj ect Number: HRRR-0211(31) ANTHONYI.TATA SECRETARY The North Carolina Department of Transportation (NCDOT) will improve the intersection of NC 211 and SR 1001 (Shannon Rd) in Robeson Counry. The total project length is 0.464miles. The purpose of the project is to improve safety at the intersection of NC 211 and SR 1001 (Shannon Rd). The need for the improvements is supported by crash data. The total crash rate for the period of 2008 to 2010 for NC 2ll in the vicinity of Shannon Rd was 298.72 per 100 million vehicle miles (mvm) of travel. This is higher than the State wide average crash rate (177.15 mvm) and the critical crash rate (239.11 mvm) for a two-lane, undivided highway. With the exception of fatal crashes, the crash rate in all other categories (non-fatal injury, night and wet) are higher than the comparative State wide average and critical crash rates. The fatal crash rate (7.11 mvm) is higher than the State wide average (2.02 mvm) but, lower than the critical crash xate (11.81 mvm). W-5206N is a Spot Safety Project that has been included in the Draft 2013-2023 State Transportation Improvement Program (STIP). The overall project includes rumble strips, guardrail, safety and lighting improvements along with turn lanes and supex elevation of curve. The project will require the extension of a 7'x5' RCBC and impacts to jurisdictional wetlands as shown below: Crossin Roadwa Station Existin Culvert Pro osed E Permit Site #Z Sta. 28+88 60 LF 7'x5' RCBC 96 LP 7'x5' New StYeam Impacts =15 linear feet P. O. Box 115Q Fayetteville, NC 283021 I50 - Telephone (910) 437-0207- Fax (910) 486-1959 Wetland Roadwa Station Wetland Im acts Permit Site #1 Sta. 12+57- Sta. 16+97 0.01 acres Fill) Permit Site #2 Sta. 28+59- Sta. 29+51 0.07 acres (Fill) & 0.04 acres Excavation) Permit Site #3 Sta. 33+14- Sta. 35+00 0.01 acres (Excavation) New WetZand Impacts = 0.08 acres (Fill) and 0.05 acres (Excavationl Constniction of this project will requixe impacts to wetlands and waters of the United States in thc Lumber River Basin. Bottomland Swamp wetlands are adjacent along the roadway, as well as an unnamed tributary to Raft Swamp, (WS-IV; Sw). "l�he projeet is located within the 03040203 Hydrologic Unit, sub basin 03-07-51. Permit Site #1 is located from Station 12+57 through Station 16+97 (-L-). The wetlands have been identified as Bottoinland Hardwood Forest. In order to complete the proposed work, 0.01 acres of wetlands will be filled while 0.05 acres of wetlands will be Hand Cleared. Within this area, silt fence will be installed at the toe of slope. Permit Site #2 proposes impacts to wetlands, stream and surface waters. This section is within a curve and will be widened from a 24 foot roadway to 48 feet (2-12ft Yravel lanes, 1-12fC turn lane and a 6ft painted median). At Station 28+gg, the existing 60 LF Tx5' RCBC will be extended to accommodate the roadway widening. The RCBC will be extended 15 LF on the downstream end (intermittent stream impact) and 21 LF on the upstream end (surface water impact 0.01 acre). 34 LF of temporary stream impacts will occur on the downstreain end for dewatering and minar grading and stabilization. Permit Site #3 is located at Station 35+00 and will impact a 0.01 acre wetland area. In this area, the roadside ditch will be relocated due to the widening of NC 21 L Hand clearing will take place along the area. RESOURCESTATUS In general, there will be minor impacts proposed as a result of the replacement of the culvert along NC 211 in Robeson County. A Nationwide Permit #14 / NCDENR 401 WQC 3886 is required for the project. Endangered Species: Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of December 3, 2012, the U.S. Fish and Wildlife Service lists three (3) federally protected species for Robeson County. SCIENTIFIC NAME Picoides borealis Alligator mrssissappiensis Rhus michauYii Protected S ecies for Robeson COMMONNAME Red-cockaded woodpecker American alligator Michaux's sumac STATUS E T (S/A) E "E" denotes Endangered (a species that is in danger of extinction throughout all or a significant portion of its range). T(S/A)- Threatened due to similarity of appearance, a species ttiat is threatened Due to similariry of appearance with other rare species and is listed for its Protection. These species are not biologically endangered or threatened and Are not subject to Section 7 consultation. A biologieal conclusion of "No Effect" was reached for a11 species during the August 16, 2013 survey for protected species. Protected species were not identified, nor, was the general habitat for each species identified. REGULATORY APPROVALS Application is hereby made for a Department of the Army Nationwide Permit 14 / NCDENR 401 WQC 3886 as required by the above-described activities. The National Register was xeviewed in addition to conducting a field view of the project for significant historic features. The project impacts are minor in nature and should not remove or degrade existing water quality uses. Pipe sizes proposed are the minimum necessary to create a safe highway while accommodaYing the 25-year design storm. There is no record within the NCDOT District 1 Office (Robeson County) that the road experiences flood overtopping. By utilizing the erosion control measures, downstream water quality standards will be protected. All appropriate BMP's will be utilized during construction. Attached is a Preconstruction Notification Form, plan sheets, marked county road map, quad location map and photographs. If you should have any questions, or need additional information please contact James J. Rerko, PWS at (910) 437-0207. incerely � � �/�� James �. Rerko, PWS Division 6 Environmental O�cer ATTACHMENTS Cc: Amy Chapman, Division of Water Quality (Electronic Copy) Mason Hendron, Division of VJater Quality (Electronic copy) Greg Burns, P.E., Division Engineer 1 1 i��i �e �:anrFq ��:. PG �� 9 y r O �C Offce Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PCN Form A. A licant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 3886 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certifcation — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certifcation — Express ❑ Riparian BufferAuthorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certifcation: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: NC 211 and SR 1001 Shannon Rd Intersection 2b. County: Robesan County 2c. Nearest municipality! town: Lumberton 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state W_ 5206N, WBS# 45336.1.14 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: NA 3b. Deed Book and Page No. NA 3c. Responsible Party (for LLC i f NA applicable): 3d. Street address: NA 3e. City, state, zip: NA 3f. Telephone no.: NA 3g. Fax no.: NA 3h. Email address: NA Page 1 of 12 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: � Agent ❑ Other, specify: 4b. Name: Greg Burns, P.E./NCDOT/Div 6/Division Engineer 4c. Busines s name NCDOT 4d. Street address: PO Box 1150 4e. City, state, zip: Fayetteville, NC 28302 4f. Telephone no.: (910) 486-1493 4g. Fax no.: (910) 486-1959 4h. Email address: gburns@ncdot.gov 5. AgenUConsultant Information (if applicable) 5a. Name: James J. Rerko, PWS 5b. Business name ,;� „„„,;,,,,�,,,�. NCDOT/Div 6/Division Environmental Officer 5c. Street address: Sd. City, state, zip: Se. Telephone no.: 5f. Fax no.: Sg. Email address: PO Box 1150 Fayetteville, NC 28302 (910) 437-0207 (910) 486-1959 jjrerko@ncdot.gov Page 2 of 12 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 Latitude: Longitude: - PS#1:34.7085'N -79.0717'W 1b. Site coordinates (in decimal degrees): PS#2: 34.7068'N -79.0672'W PS#3:34.7068'N -79.0645'W (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 3.65 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Raft Swamp proposed project: 2b. Water Quality Classifcation of nearest receiving water: WS-IV; Sw 2c. River basin: Lumber 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: NC 211; a major collector road and SR 1001 (Shannon Rd); a minor collector road are both 2 lane undivided roads. Shannon Rd sits at a skewed intersection within the horizontal curve of NC 211. There is a flashing yellow caution light at the intersection. 3b. List the total estimated acreage of all existing wetlands on the property: 0.08 acres (fill), 0.05 acres (excavation), 0.12 acres (hand clearing) Total: 0.25acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 49 linear feet 3d. Explain the purpose of the proposed project: High volume of road crashes necessatiates the need forturn lane increase, shoulderwidth and addition of guardrail. The culvert is within the area of the curve and must be extended to accomodate these improvements. 3e. Describe the overall project in detail, including the type of equipment to be used: Impacts will be minimized as much as possible. The culveR will be replaced utilizing a track-hoe excavator. While front end loaders will place fill material in wetlands. Eventually a motor grader will f nish grade the project prior to paving. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ro ect includin all rior hases in the ast? � �'es ❑ No ❑ Unknown P 1 C 9 p P ) p 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? AgencylConsultant Company: Arcadis Name (if known): Arcadis Other: NA 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. August 16, 2013 COE Action ID- SAW 2012-01515 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No this project (including all prior phases) in the past? ❑ Unknown 5b. If yes, explain in detail according to "help fle" instructions. Page 3 of 12 PCN Form - Version 1.3 December 10, 2008 Version 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 4 of 12 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts 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 Page 5 of 12 PCN Form — Version 1.3 December 10, 2008 Version 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number— Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem orar T Fill Bottomland � Yes � Corps 0.01acres W1 � P� T (Hand Clearing) Hardwood Forest ❑ No ❑ DWQ (O.OSacres) Fill Bottomland � Yes � Corps 0.07acres W2 � P� T Excavation Hardwood Forest ❑ No ❑ DWQ 0.04acres (Hand Clearing) (0.04acres) W3 � P� T Excavation Cutover Wetland � Yes � Corps 0.01 acres (Hand Clearing) ❑ No ❑ DWQ (0.03acres) W4 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts See Comments 2h. Comments: Each site will incur hand clearing impacts necessary for a total of 0.12acres, while total impacts because of fll material are 0.08acres. Permit Sites #2 $#3 will incur excavation impacts of 0.04 acres & 0.01 acres; respectively. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average Impact number- (PER)or (Corps-404,10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 � P� T Culvert Tr butary Raft � PER � Corps g ft (34 ft Swamp � INT ❑ DWQ Temp) S3 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 55 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 15 LF 3i. Comments: 34LF downstream of temporary impacts so that the channel may be tapered into the newiy installed pipe extention. As the existing pipe is 3/4 of the way full with sediment. Page 6 of 12 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. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem orar T 01 � P� T UT to Raft Swamp Excavation/ Dewatering Tributary 0.01/0.01acres 02 ❑P❑T 03 ❑P❑T 04 ❑P�T 4f. Total open water impacts 0.01 acres 4g. Comments: NA 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chaR below. 5a. Sb. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 Sf. Total Sg. Comments: Sh. 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. Meth od of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST f II out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number— Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem orar T im act re uired� B1 ❑P❑T ❑Yes ❑ No B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 7 of 12 PCN Form — Version 1.3 December 10, 2008 Version D. ImpactJustification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The intersection has been shifted in order to increase safety. It has been shifted away from heavily wooded areas, toward the South West area that is already cleared. Project footprint has already been minimized. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Appropriate Erosion Control measures shall be in place so that the surrounding Wetlands are not disturbed. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? 26. If yes, mitigation is required by (check all tliat apply): ❑ DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigat ion option will be used for this project? � Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type NA Quantity NA 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Progrem 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: 0.26 acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: Emailed letter to Beth Harmon 5. Complete if Using a Permittee Responsible Mitigation Plan Sa. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 8 of 12 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 ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: NA Page 9 of 12 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 � yes � No within one of the NC Riparian Buffer Protection Rules? 1b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: ❑ Yes ❑ No 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? 33 % 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: Please see atta ched SM Plan. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? NA ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No 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 10 of 12 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 orthe � yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes � No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA fnal approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetiand Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 26 .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this Spot Safety project, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. NA Page 11 of 12 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) Sa. Will this project occur in or near an area with federally protected species or � Yes habitat? � No 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes impacts? � NO ❑ Raleigh 5c. If yes, ind icate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NC Natural Heritage Program GIS Layer, Preliminary Ground Survey 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? USFWS website- http://www.fws.gov/nc-es/fish/fsh.html 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NCDOT Cultural Resources office preformed an internal review through the Programmatic Agreement between State Historic Preventation Office and NCDOT. 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: NA Sc. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping website (Tile # 9364) � � � � Greg Burns, P.E. ! / / �� s � �✓� April 16,2014 ApplicanUAgenfs Printed Name �� ApplicanVAgen�'-s Signature � iq�y� Date (AgenPs signature is valid only rf an authorization letter from the a�Splicants i/ is mvided.) 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Ty p i c a l C r o s s S e c t i o n D e s c r i p t i o n : Re f e r e n c e s 7900 2. 4 7 Av e r a g e D a i l y T r a f f i c ( v e h / h r / d a y ) : ac . Ot h e r S t r e a m C l a s s i f i c a t i o n : Su n g a t e D e s i g n G r o u p , P A Ci t y / T o w n : (9 1 9 ) 8 5 4 - 5 4 4 8 Hy d r a u l i c s U n i t Ad d r e s s : Lu m b e r t o n (9 1 9 ) 7 0 7 - 6 7 3 4 Ro b e s o n No No n e NC D W Q S u r f a c e W a t e r C l a s s i f i c a t i o n f o r P r i m a r y R e c e i v i n g W a t e r 30 3 ( d ) I m p a i r m e n t s : Ri v e r B a s i n ( s ) : Pr i m a r y R e c e i v i n g W a t e r : Wa t e r S u p p l y I V ( W S - I V ) Bu f f e r R u l e s i n E f f e c t Pr o j e c t D e s c r i p t i o n No n e Su r r o u n d i n g L a n d U s e : Ru r a l , A g r i c u l t u r a l 0. 4 6 4 m i l e s 79 0 0 2. 1 3 Pr o j e c t B u i l t - U p o n A r e a ( a c . ) Pr o p o s e d P r o j e c t Ex i s t i n g S i t e Pr o j e c t L e n g t h ( l i n . M i l e s o r f e e t ) : (V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) W- 5 2 0 6 N Co u n t y ( i e s ) : Ro b e s o n Pa g e 2of 2 Sh e e t No . St a t i o n (F r o m / T o ) St r e a m Cr o s s i n g St a t i o n Ba s e W i d t h (f t ) Fr o n t S l o p e (H : V ) Ba c k S l o p e (H : V ) Dr a i n a g e Ar e a (a c ) Re c o m m e n d e d Tr e a t m e n t L e n g t h (f t ) Ac t u a l Le n g t h (f t ) Lo n g i t u d i n a l Sl o p e (% ) Q2 (c f s ) V2 (f p s ) Q10 (cfs)V10 (fps)Rock Checks Used 10 + 3 4 - Y - L T 13 + 0 0 - Y - L T 11 + 5 0 - Y - R T 13 + 0 0 - Y - R T 24 + 5 0 - L - R T 28 + 5 0 - L - R T 28 + 7 0 - L - R T 36 + 5 0 - L - R T 0022 8 3 No1.3 1. 1 5 11 5 0 78 0 1. 9 1. 2 0. 6 2 % 0. 9 0. 6 9 % 0 . 3 0. 5 9 % 1 . 1 1. 5 4 3 1. 0 5 10 5 0. 0 0. 0 4 0. 6 0. 1 2 0.8 No r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n Sw a l e s NA 0. 0 4 3 1.0 NA 3 26 6 12 5 5 28 + 5 0 - L - R T 2. 2 8 5 28 + 7 0 - L - R T 0 . 0 Pr o j e c t / T I P N o . : 1. 2 Hi g h w a y S t o r m w a t e r P r o g r a m 1.3 5 No 20 0 40 0 No 0. 8 2 % 0 000 4 0 0 0 000000 No1.60.4 1.4 2.5 Ad d i t i o n a l C o m m e n t s Ha v e m i n i m u m d e s i g n c r i t e r i a , a s p r e s e n t e d i n t h e N C D O T B e s t M a n a g e m e n t P r a c t i c e s T o o l b o x , V e r s i o n 1 ( M a r c h 2 0 0 8 ) , b e e n m e t a n d v e r i f i e d ? I f N o , pr o v i d e f u r t h e r e x p l a n a n t i o n o f w h y d e s i g n c r i t e r i a w a s n o t m e t . S T O R M W A T E R M A N A G E M E N T P L A N F O R L I N E A R R O A D W A Y P R O J E C T S YE S NO STEVE SMALLWOOD, P.E. 25 50 10050 25 50 10050 5 10 20 10 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of:DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E. SIGNATURE: SIGNATURE: P.E. P.E. PROJECT ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 8 / 2 9 / 2 0 13 W - 5 2 0 6 N _ H y d _ p r m _ T S H e l e o n h a r t T I P P R O J E C T : STATE HIGHWAY DESIGN ENGINEER D E P A R T MEN T O F TRA N S PORTA T I O N S T A TEOFNORT H C AR O LI N A 801 Corporate Center Drive, Suite 300 Raleigh, NC 27607-5073 Tel: 919/854-1282 Fax: 919/854-5448 WWW.ARCADIS-US.COM G & M of North Carolina, Inc. DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION =ADT ENGINEER HYDRAULICS ENGINEER ROADWAY DESIGN for the North Carolina Department of Transportation NC License No. C-1869 2012 STANDARD SPECIFICATIONS SUNGATE DESIGN GROUP, P.A. FAX (919) 859-6258TEL (919) 859-2243 RALEIGH, NORTH CAROLINA 27606 915 JONES FRANKLIN ROAD VICINITY MAP CONST. See Sheet 1-B For Conventional Symbols See Sheet 1-A For Index of Sheets W-5206N 45336.1.14 ROBESON COUNTY IMPROVEMENTS TO NC 211 AT THE INTERSECTION OF SHANNON ROAD (SR 1001) S h a n n o n R o a d 211 211 M c D u ffie C r o s s in g R d . Hu g gins Rd N C h i c k e n R d O ak G r ove C h R d Odu m Rd P in e Me a d o w R d E 4t h A v e E 4th Ave DrWinslow Memory Ln DrMatilda T a n n e r Ln Carthage Rd N or m e nt R dSparrow Ln Suger Rd Judston Rd Mt O liv e C h u rc h R d . A m br o s e Dr W D Locklear RdIsaac Dr Saddletree Rd Saddletree Rd H a m m o n d s R d . R e n n e rt R d Chicos Dr PROJECT BEGIN PROJECT END W - 5 2 0 6 N N A D 8 3 /2 0 0 7 2011 7,900 TOTAL LENGTH STATE PROJECT = 0.464 MILES TO THE LIMITS ESTABLISHED BY METHOD III. CLEARING ON THIS PROJECT SHALL BE PERFORMED S R 1001 RIGHT OF WAY DATE: NCDOT CONTACT: ARCADIS CONTACT SIGNING, AND CULVERT GRADING, PAVING, DRAINAGE, SIGNALS SCOTT PRIDGEN WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 SITE 2 SITE 3 SHEET 1 OF 12 PERMIT DRAWING Raft Prepared in the Office of: STATE OF NORTH CAROLINA TYPE OF WORK: for the North Carolina Department of Transportation ROBESON COUNTY IMPROVEMENTS TO NC 211 AT THE INTERSECTION OF SHANNON ROAD (SR 1001) TO RED SPRINGS L U M B E R T O N T O BEGIN TIP PROJECT W-5206N -L- POC STA. 12+50.00 END TIP PROJECT W-5206N -L- POT STA. 37+00.00 END CONSTRUCTION -Y- POT STA. 13+25.00 - L - - Y - S H A N N O N R O A D (S R 10 0 1) POC -Y- Sta. 10+00.00 POC -L- Sta. 25+66.25 = N C 2 11 4 5 AND RAISED PAVEMENT MARKINGS SIGNING, CULVERT, PAVEMENT MARKINGS GRADING, PAVING, DRAINAGE, SIGNALS 4 SHEET 2 OF 12 PERMIT DRAWING REMOVE REMOVE 24 " HW/D = 0.9 Q10 = 11.83 CFS 0401 0402 15 " RC P 15 " R C P GA T E EXISTING R/W EXISTING R/W DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 NORTHING: 348461.603(ft) EASTING: 1979716.550(ft) (GROUND TO GRID) IS: 0.9999156471 NCDOT FOR MONUMENT "W5206N-3" WITH NAD 83/2007 STATE PLANE GRID COORDINATES OF ELEVATION: 146.40(ft) 10 15 2 0 N 7046’58.75" W 1,383.400’ "W5206N-3" TO -L- STA. 12+50.00 IS -L- CURVE DATA PI Sta 20+15.10 D L = 1,160.31’ T = 604.43’ DS = 65 MPH R = 1,678.00’ WETLAND DENOTES FILL INFF SITE 1 HC HC CLEARING DENOTES HAND N A D 8 3 /2 0 0 7 4 S E E S H E E T 5 MA T C H L IN E -L - S T A . 23 + 50 .00 FOR -L- PROFILE SEE SHEET 6 REMOVE REMOVE 24 " HW/D = 0.9 Q10 = 11.83 CFS 0401 0402 a DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 NORTHING: 348461.603(ft) EASTING: 1979716.550(ft) (GROUND TO GRID) IS: 0.9999156471 NCDOT FOR MONUMENT "W5206N-3" WITH NAD 83/2007 STATE PLANE GRID COORDINATES OF ELEVATION: 146.40(ft) 10 15 2 0 N 7046’58.75" W 1,383.400’ "W5206N-3" TO -L- STA. 12+50.00 IS -L- CURVE DATA PI Sta 20+15.10 D L = 1,160.31’ T = 604.43’ DS = 65 MPH R = 1,678.00’ 801 Corporate Center Drive, Suite 300 Raleigh, NC 27607-5073 Tel: 919/854-1282 Fax: 919/854-5448 WWW.ARCADIS-US.COM G & M of North Carolina, Inc. NC License No. C-1869 4 / 15 / 2 0 1 4 L : \ P r o j e c t L i s t \ 1 2 0 4 \ 1 2 0 2 6 - W - 5 2 0 6 N - R o b e s o n \ D e s i g n F i l e s \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ W - 5 2 0 6 N _ H y d _ p r m _ w e t _ p s h 0 4 . d g n j d a l t o n HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. W-5206N 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 SEAL NOT VALID UNLESS SIGNED AND DATED P ROFESS IO NAL REENIGNE N ORTHCARO LIN A SEAL 022037 S T EPH EN T. SMALLW OOD R .J R A IN SLL HT O R L R O CA R O FESSI O N 9334 G E N REINE WY N E HW. SEALP N A L E 15 " RC P 15 " R C P GA T E S H E D EXISTING R/W EXISTING R/W F F F F F F F F F F F F F F F F F C F C F C F C C C C C C C C C C C C C C C C C C C C C C C F F C C C C C C C F F F F F F F F F F F F F F F F F F F F F C F C F C F C C C C C C C C C C C C C C C C C C C C C C C F F C C C C C C C F F F F 4 SHEET 3 OF 12 PERMIT DRAWING REMOVE REMOVE 24 " HW/D = 0.9 Q10 = 11.83 CFS 0401 0402 15 " RC P 15 " R C P GA T E EXISTING R/W EXISTING R/W DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 NORTHING: 348461.603(ft) EASTING: 1979716.550(ft) (GROUND TO GRID) IS: 0.9999156471 NCDOT FOR MONUMENT "W5206N-3" WITH NAD 83/2007 STATE PLANE GRID COORDINATES OF ELEVATION: 146.40(ft) 10 15 2 0 N 7046’58.75" W 1,383.400’ "W5206N-3" TO -L- STA. 12+50.00 IS -L- CURVE DATA PI Sta 20+15.10 D L = 1,160.31’ T = 604.43’ DS = 65 MPH R = 1,678.00’ WETLAND DENOTES FILL INFF SITE 1 HC HC CLEARING DENOTES HAND N A D 8 3 /2 0 0 7 4 S E E S H E E T 5 MA T C H L IN E -L - S T A . 23 + 50 .00 FOR -L- PROFILE SEE SHEET 6 REMOVE REMOVE 24 " HW/D = 0.9 Q10 = 11.83 CFS 0401 0402 a DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 NORTHING: 348461.603(ft) EASTING: 1979716.550(ft) (GROUND TO GRID) IS: 0.9999156471 NCDOT FOR MONUMENT "W5206N-3" WITH NAD 83/2007 STATE PLANE GRID COORDINATES OF ELEVATION: 146.40(ft) 10 15 2 0 N 7046’58.75" W 1,383.400’ "W5206N-3" TO -L- STA. 12+50.00 IS -L- CURVE DATA PI Sta 20+15.10 D L = 1,160.31’ T = 604.43’ DS = 65 MPH R = 1,678.00’ 801 Corporate Center Drive, Suite 300 Raleigh, NC 27607-5073 Tel: 919/854-1282 Fax: 919/854-5448 WWW.ARCADIS-US.COM G & M of North Carolina, Inc. NC License No. C-1869 4 / 15 / 2 0 1 4 L : \ P r o j e c t L i s t \ 1 2 0 4 \ 1 2 0 2 6 - W - 5 2 0 6 N - R o b e s o n \ D e s i g n F i l e s \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ W - 5 2 0 6 N _ H y d _ p r m _ w e t _ p s h 0 4 _ C O N . d g n j d a l t o n HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. W-5206N 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 SEAL NOT VALID UNLESS SIGNED AND DATED P ROFESS IO NAL REENIGNE N ORTHCARO LIN A SEAL 022037 S T EPH EN T. SMALLW OOD R .J R A IN SLL HT O R L R O CA R O FESSI O N 9334 G E N REINE WY N E HW. SEALP N A L E 133 1 33 133 133 133 133 134134 134 134 134 135 135135 135135135 135 135 135 135 13 5 136 136 136 1 36 136 136 136 137 137 137 137 137 137 137 137 138 138 138 138 138 138 138 138 138 139 139 139 139139139 139 139 139 139 140 140 140 140 140 140 140 140 140 14 0 140 14 0 140 141 1 41 14 1 14 1 1 4 1 142 142 14 2 142 14 2 142 14 3 143 143 1 4 3 14 3 144 144 1 4 4 14 4 14 5 14 5 14 5 145 14 5 14 5 14 5 14 6 146 14 7148 149 15 0 15 0 15 0 1 5 1 15 " RC P 15 " R C P GA T E S H E D EXISTING R/W EXISTING R/W F F F F F F F F F F F F F F F F F C F C F C F C C C C C C C C C C C C C C C C C C C C C C C F F C C C C C C C F F F F F F F F F F F F F F F F F F F F F C F C F C F C C C C C C C C C C C C C C C C C C C C C C C F F C C C C C C C F F F F 5 SHEET 4 OF 12 PERMIT DRAWING SEE DETAIL 1 STA 28+70 - 36+50 -L- RT SPEC CUT GRASSED SWALE SEE DETAIL 1 STA 24+50 - 28+50 -L- RT SPEC CUT GRASSED SWALE DETAIL 2 INLET CHANNEL (Not to Scale) Ground Natural 2 :1 2 :1 B D B= 7 Ft. Min. D= 5 Ft. I n l e t ChannelProposed REMOVE AT STA. 28+88 -L- LT SEE DETAIL 1 STA 11+50 - 13+00 -Y- RT SPEC CUT GRASSED SWALE SEE DETAIL 3 STA 26+50 - 28+30 -L- LT SPEC LAT ’V’ DITCH ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2: 1 D FROM STA. 29+35 TO STA. 36+50 -L- LT FROM STA. 26+50 TO STA. 28+30 -L- LT Min. D= 1.5 Ft. DETAIL 3 Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL CUT GRASSED SWALE 3: 1 D FROM STA. 11+50 TO STA. 13+00 -Y- RT FROM STA. 26+50 TO STA. 28+30 -L- LT FROM STA. 10+34 TO STA. 13+00 -Y- LT FROM STA. 28+70 TO STA. 36+50 -L- RT Min. D= 1.5 Ft. DETAIL 1 Ground Natural Flatter3:1 or Slope Fill 15" 0503 0502 15" REMOVE 0501 SEE DETAIL 1 STA 10+34 - 13+00 -Y- LT SPEC CUT GRASSED SWALE WETLAND 28+30 -L- LT DAYLIGHT BEFORE SPEC LAT ’V’ DITCH 0504 REMOVE SEE DETAIL 3 STA 29+35 - 36+50 -L- LT SPEC LAT ’V’ DITCH EST DDE = 20 CY SEE DETAIL 2 INLET CHANNEL 0505 REMOVE 15" 15" RCP 18" RCP 12 " R C P F O U N D . B L D G . C O N C . S O IL B O X C U L V E R T EXISTING R/W EXISTING R/W EXISTING R/W EXI S TI NG R/ W EXISTING R/W PI Sta 11+34.45 D L = 195.11’ T = 100.16’ -L- CURVE DATA -Y- CURVE DATA PI Sta 20+15.10 D L = 1,160.31’ T = 604.43’ PI Sta 29+45.66 D L = 731.09’ T = 374.68’ DS = 65 MPH R = 1,678.00’ DS = 60 MPH R = 1,355.00’ DS = < 15 MPH R = 350.00’ TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN COUNTY: ROBESON STRUCTURE: N/A WETLAND DENOTES FILL INFF E E IN WETLAND DENOTES EXCAVATION SURFACE WATER = 34 LF TEMP. IMPACTS TO DUE TO STRUCTURE = 15 LF IMPACTS TO SURFACE WATER SITE 2 SITE 3 HC HC CLEARING DENOTES HAND N A D 83/ 20 07 PAVEMENT REMOVAL SE E S HE E T 4 M ATC H LINE -L- ST A. 2 3+5 0.0 0 5 INSET A-A TEMPORARY SPAN FOR CULVERT PLANS SEE C-1 THRU C-6 FOR -Y- PROFILE SEE SHEET 7 FOR -L- PROFILE SEE SHEET 6 TEMPORARY GUARDRAIL FOR TRAFFIC CONTROL. SEE TYPICAL SECTION, SUMMARY SHEET FOR SEE DETAIL 1 STA 28+70 - 36+50 -L- RT SPEC CUT GRASSED SWALE SEE DETAIL 1 STA 24+50 - 28+50 -L- RT SPEC CUT GRASSED SWALE DETAIL 2 INLET CHANNEL (Not to Scale) Ground Natural 2 :1 2 :1 B D B= 7 Ft. Min. D= 5 Ft. I n l e t ChannelProposed REMOVE AT STA. 28+88 -L- LT SEE DETAIL 1 STA 11+50 - 13+00 -Y- RT SPEC CUT GRASSED SWALE SEE DETAIL 3 STA 26+50 - 28+30 -L- LT SPEC LAT ’V’ DITCH ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2: 1 D FROM STA. 29+35 TO STA. 36+50 -L- LT FROM STA. 26+50 TO STA. 28+30 -L- LT Min. D= 1.5 Ft. DETAIL 3 Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL CUT GRASSED SWALE 3: 1 D FROM STA. 11+50 TO STA. 13+00 -Y- RT FROM STA. 26+50 TO STA. 28+30 -L- LT FROM STA. 10+34 TO STA. 13+00 -Y- LT FROM STA. 28+70 TO STA. 36+50 -L- RT Min. D= 1.5 Ft. DETAIL 1 Ground Natural Flatter3:1 or Slope Fill 15" 0503 0502 15" REMOVE 0501 SEE DETAIL 1 STA 10+34 - 13+00 -Y- LT SPEC CUT GRASSED SWALE WETLAND 28+30 -L- LT DAYLIGHT BEFORE SPEC LAT ’V’ DITCH 0504 REMOVE SEE DETAIL 3 STA 29+35 - 36+50 -L- LT SPEC LAT ’V’ DITCH EST DDE = 20 CY SEE DETAIL 2 INLET CHANNEL 0505 REMOVE 15" I I PI Sta 11+34.45 D L = 195.11’ T = 100.16’ -L- CURVE DATA -Y- CURVE DATA PI Sta 20+15.10 D L = 1,160.31’ T = 604.43’ PI Sta 29+45.66 D L = 731.09’ T = 374.68’ 2 5 3 0 3 5 DS = 65 MPH R = 1,678.00’ DS = 60 MPH R = 1,355.00’ DS = < 15 MPH R = 350.00’ 801 Corporate Center Drive, Suite 300 Raleigh, NC 27607-5073 Tel: 919/854-1282 Fax: 919/854-5448 WWW.ARCADIS-US.COM G & M of North Carolina, Inc. NC License No. C-1869 4 / 15 / 2 0 1 4 L : \ P r o j e c t L i s t \ 1 2 0 4 \ 1 2 0 2 6 - W - 5 2 0 6 N - R o b e s o n \ D e s i g n F i l e s \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ W - 5 2 0 6 N _ H y d _ p r m _ w e t _ p s h 0 5 . d g n j d a l t o n HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. W-5206N 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 SEAL NOT VALID UNLESS SIGNED AND DATED P ROFESS IO NAL REENIGNE N ORTHCARO LIN A SEAL 022037 S T EPH EN T. SMALLW OOD R .J R A IN SLL HT O R L R O CA R O FESSI O N 9334 G E N REINE WY N E HW. SEALP N A L E 15" RCP 18" RCP 12 " R C P F O U N D . B L D G . C O N C . S O IL B O X C U L V E R T 1SFDSHED EXISTING R/W EXISTING R/W EXISTING R/W EXI S TI NG R/ W EXISTING R/W WELL C C C C C C C C C C F C C C C C C F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F C C C C C C F F C C C C C C C C F C C C C C C C C C C C C C F C C C C C C F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F C C C C C C F F C C C C C C C C F C C C 5 SHEET 5 OF 12 PERMIT DRAWING 13 7138 138 13 8 139 139 141 141 1 4 1 142 142 142 143 143 143 143 143 143 143 14 3 14 4 144 144 144 144 144 144 144 14 4 144 144 14 4 14 4 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 147 147 147 147 147 147 147 147 147 147 1 4 7 14 7 147 147 147 147 147 147 147 1 4 7 148 148148 148 148 148 148 148 148 14 8 149 1 4 914 9 149 151 15 1 1 5 1 15 2 15 3 SEE DETAIL 1 STA 28+70 - 36+50 -L- RT SPEC CUT GRASSED SWALE SEE DETAIL 1 STA 24+50 - 28+50 -L- RT SPEC CUT GRASSED SWALE DETAIL 2 INLET CHANNEL (Not to Scale) Ground Natural 2 :1 2 :1 B D B= 7 Ft. Min. D= 5 Ft. I n l e t ChannelProposed REMOVE AT STA. 28+88 -L- LT SEE DETAIL 1 STA 11+50 - 13+00 -Y- RT SPEC CUT GRASSED SWALE SEE DETAIL 3 STA 26+50 - 28+30 -L- LT SPEC LAT ’V’ DITCH ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2: 1 D FROM STA. 29+35 TO STA. 36+50 -L- LT FROM STA. 26+50 TO STA. 28+30 -L- LT Min. D= 1.5 Ft. DETAIL 3 Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL CUT GRASSED SWALE 3: 1 D FROM STA. 11+50 TO STA. 13+00 -Y- RT FROM STA. 26+50 TO STA. 28+30 -L- LT FROM STA. 10+34 TO STA. 13+00 -Y- LT FROM STA. 28+70 TO STA. 36+50 -L- RT Min. D= 1.5 Ft. DETAIL 1 Ground Natural Flatter3:1 or Slope Fill 15" 0503 0502 15" REMOVE 0501 SEE DETAIL 1 STA 10+34 - 13+00 -Y- LT SPEC CUT GRASSED SWALE WETLAND 28+30 -L- LT DAYLIGHT BEFORE SPEC LAT ’V’ DITCH 0504 REMOVE SEE DETAIL 3 STA 29+35 - 36+50 -L- LT SPEC LAT ’V’ DITCH EST DDE = 20 CY SEE DETAIL 2 INLET CHANNEL 0505 REMOVE 15" 15" RCP 18" RCP 12 " R C P F O U N D . B L D G . C O N C . S O IL B O X C U L V E R T EXISTING R/W EXISTING R/W EXISTING R/W EXI S TI NG R/ W EXISTING R/W PI Sta 11+34.45 D L = 195.11’ T = 100.16’ -L- CURVE DATA -Y- CURVE DATA PI Sta 20+15.10 D L = 1,160.31’ T = 604.43’ PI Sta 29+45.66 D L = 731.09’ T = 374.68’ DS = 65 MPH R = 1,678.00’ DS = 60 MPH R = 1,355.00’ DS = < 15 MPH R = 350.00’ TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN COUNTY: ROBESON STRUCTURE: N/A WETLAND DENOTES FILL INFF E E IN WETLAND DENOTES EXCAVATION SURFACE WATER = 34 LF TEMP. IMPACTS TO DUE TO STRUCTURE = 15 LF IMPACTS TO SURFACE WATER SITE 2 SITE 3 HC HC CLEARING DENOTES HAND N A D 83/ 20 07 PAVEMENT REMOVAL SE E S HE E T 4 M ATC H LINE -L- ST A. 2 3+5 0.0 0 5 INSET A-A TEMPORARY SPAN FOR CULVERT PLANS SEE C-1 THRU C-6 FOR -Y- PROFILE SEE SHEET 7 FOR -L- PROFILE SEE SHEET 6 TEMPORARY GUARDRAIL FOR TRAFFIC CONTROL. SEE TYPICAL SECTION, SUMMARY SHEET FOR SEE DETAIL 1 STA 28+70 - 36+50 -L- RT SPEC CUT GRASSED SWALE SEE DETAIL 1 STA 24+50 - 28+50 -L- RT SPEC CUT GRASSED SWALE DETAIL 2 INLET CHANNEL (Not to Scale) Ground Natural 2 :1 2 :1 B D B= 7 Ft. Min. D= 5 Ft. I n l e t ChannelProposed REMOVE AT STA. 28+88 -L- LT SEE DETAIL 1 STA 11+50 - 13+00 -Y- RT SPEC CUT GRASSED SWALE SEE DETAIL 3 STA 26+50 - 28+30 -L- LT SPEC LAT ’V’ DITCH ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2: 1 D FROM STA. 29+35 TO STA. 36+50 -L- LT FROM STA. 26+50 TO STA. 28+30 -L- LT Min. D= 1.5 Ft. DETAIL 3 Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL CUT GRASSED SWALE 3: 1 D FROM STA. 11+50 TO STA. 13+00 -Y- RT FROM STA. 26+50 TO STA. 28+30 -L- LT FROM STA. 10+34 TO STA. 13+00 -Y- LT FROM STA. 28+70 TO STA. 36+50 -L- RT Min. D= 1.5 Ft. DETAIL 1 Ground Natural Flatter3:1 or Slope Fill 15" 0503 0502 15" REMOVE 0501 SEE DETAIL 1 STA 10+34 - 13+00 -Y- LT SPEC CUT GRASSED SWALE WETLAND 28+30 -L- LT DAYLIGHT BEFORE SPEC LAT ’V’ DITCH 0504 REMOVE SEE DETAIL 3 STA 29+35 - 36+50 -L- LT SPEC LAT ’V’ DITCH EST DDE = 20 CY SEE DETAIL 2 INLET CHANNEL 0505 REMOVE 15" I I ( 2) TW C PI Sta 11+34.45 D L = 195.11’ T = 100.16’ -L- CURVE DATA -Y- CURVE DATA PI Sta 20+15.10 D L = 1,160.31’ T = 604.43’ PI Sta 29+45.66 D L = 731.09’ T = 374.68’ 2 5 3 0 3 5 DS = 65 MPH R = 1,678.00’ DS = 60 MPH R = 1,355.00’ DS = < 15 MPH R = 350.00’ 801 Corporate Center Drive, Suite 300 Raleigh, NC 27607-5073 Tel: 919/854-1282 Fax: 919/854-5448 WWW.ARCADIS-US.COM G & M of North Carolina, Inc. NC License No. C-1869 4 / 15 / 2 0 1 4 L : \ P r o j e c t L i s t \ 1 2 0 4 \ 1 2 0 2 6 - W - 5 2 0 6 N - R o b e s o n \ D e s i g n F i l e s \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ W - 5 2 0 6 N _ H y d _ p r m _ w e t _ p s h 0 5 _ C O N . d g n j d a l t o n HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. W-5206N 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 SEAL NOT VALID UNLESS SIGNED AND DATED P ROFESS IO NAL REENIGNE N ORTHCARO LIN A SEAL 022037 S T EPH EN T. SMALLW OOD R .J R A IN SLL HT O R L R O CA R O FESSI O N 9334 G E N REINE WY N E HW. SEALP N A L E 14 0 14 0 140 14 0 140 145 145 145 145 145 145 145 145 145 145 145 145 145 145145 145 145 145 145 145 145 145 145 150 150 1 5 0 1 5 0 150 150 15 0 15" RCP 18" RCP 12 " R C P F O U N D . B L D G . C O N C . S O IL B O X C U L V E R T 1SFDSHED EXISTING R/W EXISTING R/W EXISTING R/W EXI S TI NG R/ W EXISTING R/W WELL C C C C C C C C C C F C C C C C C F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F C C C C C C F F C C C C C C C C F C C C C C C C C C C C C C F C C C C C C F F F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F C C C C C C F F C C C C C C C C F C C C 4 / 15 / 2 0 1 4 L : \ P r o j e c t L i s t \ 1 2 0 4 \ 1 2 0 2 6 - W - 5 2 0 6 N - R o b e s o n \ D e s i g n F i l e s \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ W - 5 2 0 6 N _ H y d _ p r m _ w e t _ p s h 0 5 _ V I E W I N . d g n j d a l t o n HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. 5W-5206N TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF E E IN WETLAND DENOTES EXCAVATION 12.5 25 50250 PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SHEET 6 OF 12 PERMIT DRAWING 3 0 N A D 83/ 2007 SHEET 05 VIEW-IN HC HC CLEARING DENOTES HAND 13 7138 138 13 8 139 139 14 0 14 0 140 14 0 140 141 141 1 4 1 142 142 142 143 143 143 143 143 143 143 14 3 144 144 144 144 144 14 4 144 144 14 4 14 4 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 146 146 146 146 146 146 146 146 146 147 147 147 147 147 14 7 147 147 147 147 1 4 7 148 148 14 8 149 SEE DETAIL 1 STA 28+70 - 36+50 -L- RT SPEC CUT GRASSED SWALE SEE DETAIL 1 STA 24+50 - 28+50 -L- RT SPEC CUT GRASSED SWALE REMOVE SEE DETAIL 1 STA 11+50 - 13+00 -Y- RT SPEC CUT GRASSED SWALE SEE DETAIL 3 STA 26+50 - 28+30 -L- LT SPEC LAT ’V’ DITCH 0503 REMOVE 0501 WETLAND 28+30 -L- LT DAYLIGHT BEFORE SPEC LAT ’V’ DITCH 0504 REMOVE SEE DETAIL 3 STA 29+35 - 36+50 -L- LT SPEC LAT ’V’ DITCH EST DDE = 20 CY SEE DETAIL 2 INLET CHANNEL 0505 REMOVE 15" 15" RCP 18" RCP 12 " R C P F O U N D . B L D G . C O N C . S O IL B O X C U L V E R T EXISTING R/W COUNTY: ROBESON STRUCTURE: N/A SURFACE WATER = 34 LF TEMP. IMPACTS TO DUE TO STRUCTURE = 15 LF IMPACTS TO SURFACE WATER SITE 2 C C C C C F C C C C C C F F F F C C C C C C C C C C C C C C C C F F C C C C F C C 100 0 100UPSTREAMDOWNSTREAM 150 140 130 120 200 200 PROFILE DIVISION OF HIGHWAYS SHEET 7 OF 12 ROBESON COUNTY PROJECT: 45336.1.14 (W-5206N) SR 1001 TO SR 1769 NC 211 FROM LUMBERTON 08/22/13 NCDOT 100-100 140 130 150 EX BED PROFILE 0 NG RT NG LTNG LT NG RT 138.8 NWS ON 5-16-13 BEVELED HEADWALL PROP 50 YR = 142.5 EX BED PROFILE ON 0.09% SLOPE BED ELEV=136.61 THICKNESS = 0.7’ EXISTING TOP SLAB 2.31:1 SKEWED 2.0:1 NORMAL CL GR=146.31 SKEW=120 EXTEND 1@7’x5’ RCBC CL STA 28+88 -L- INV OUT = 136.55INV IN = 136.67 PROP 100 YR = 143.39 SHEET 8 OF 12 PERMIT DRAWING 100 110 120 130 140 150 14 15 16 17 18 19 20 21 2212131110 100 110 120 130 140 150 24 100 110 120 130 140 150 160 -BL- STA. 14+79.00 110’ LT. ELEV. = 146.37’ BM #1 RR SPIKE IN BASE OF 36" SWEET GUM TREE 6 -L- FOR -L- PLAN SEE SHEET 5 23 24 100 110 120 130 140 150 160 -L- 25 26 27 28 29 30 31 32 33 34 35 36 37 FOR -L- PLAN SEE SHEET 4 & 5 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER A R C A D IS G & M D a t e : F i l e n a m e : $ D A T E $ $ F IL E $ T i m e : $ T IM E $ W-5206N 801 Corporate Center Drive, Suite 300 Raleigh, NC 27607-5073 Tel: 919/854-1282 Fax: 919/854-5448 WWW.ARCADIS-US.COM G & M of North Carolina, Inc. NC License No. C-1869 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS (+)0.0560%(+)1.5149% (+)1.5149%(-)0.2991% E L . = 13 9 .3 8 P V C - L - S T A . 16 + 4 0 .0 0 E L . = 13 9 .16 - L - S T A . 12 + 5 0 .0 0 B E G I N R E S U R F A C I N G G R A D E E L . = 14 1.3 4 P V T - L - S T A . 18 + 9 0 .0 0 E L . = 14 3 .4 6 P V C - L - S T A . 2 0 + 3 0 .0 0 DS = 65 MPH K = 171 VC = 250.00 EL = 139.45’ PI = 17+65.00 DS = 70 MPH K = 276 VC = 500’ EL = 147.25’ PI = 22+80.00 (-)0.2991%(+)0.4615% (+)0.4615%(+)0.3016% (+)0.3016%(+)0.3660% E L . = 14 6 .5 0 P V T / P V C - L - S T A . 2 5 + 3 0 .0 0 E L . = 14 6 .9 7 P V T - L - S T A . 3 1+ 0 0 .0 0 E L . = 14 7 .5 7 P V C - L - S T A . 3 2 + 3 0 .0 0 E L . = 14 8 .3 7 P V T - L - S T A . 3 4 + 4 0 .0 0 E L . = 14 8 .8 8 P V C - L - S T A . 3 6 + 10 .0 0 E L . = 14 9 .15 P V T - L - S T A . 3 6 + 9 0 .0 0 E L = 14 9 .18 - L - S T A . 3 7 + 0 0 .0 0 E N D R E S U R F A C I N G G R A D E DS = 80 MPH K = 749 VC = 570’ EL = 145.65’ PI = 28+15.00 DS = 80 MPH K = 1313 VC = 210’ EL = 148.05’ PI = 33+35.00 DS = 80 MPH K = 1242 VC = 80’ EL = 149.00’ PI = 36+50.00 (-) 0.59% (+) 0.52%(+) 0.71%(+) 2.70% DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 120 = 50 = 142.5 = 150 = 100 = 143.3 = 220+ = 500+ = 148.0 EL=139.2 STA 28+50 -L- RT END SPEC LAT ’V’ DITCH E L = 14 0 .2 S T A 2 8 + 7 0 - L - R T B E G S P E C ’ L A T ’ V D I T C H E L = 13 8 .8 S T A 2 9 + 3 5 - L - L T B E G S P E C L A T ’ V ’ D I T C H E L = 14 2 .7 S T A 3 3 + 5 0 - L - R T S P E C L A T ’ V ’ D I T C H E L = 14 4 .6 S T A 3 5 + 5 0 - L - L T S P E C L A T ’ V ’ D I T C H (-) 2 .90% E L = 14 5 .1 S T A 2 6 + 5 0 - L - L T B E G S P E C L A T ’ V ’ D I T C H EL=139.9 STA 28+30 -L- LT END SPEC LAT ’V’ DITCH 1 @ 7’x5’ RCBC (+) 0.30%(+) 1.15% E L = 14 3 .2 5 S T A 3 1+ 0 0 - L - L T B E G S P E C L A T ’ V ’ D I T C H EL=144.84 STA 36+50 -L- RT END SPEC LAT ’V’ DITCH E L = 14 1.5 5 S T A 2 4 + 5 0 - L - R T B E G S P E C L A T ’ V ’ D I T C H EL=145.75 STA 36+50 -L- LT END SPEC LAT ’V’ DITCH WETLAND FILL IN SHEET 9 OF 12 PERMIT DRAWING SITE 1CLEARING HAND CLEARING HAND 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 4 / 15 / 2 0 1 4 L : \ P r o j e c t L i s t \ 1 2 0 4 \ 1 2 0 2 6 - W - 5 2 0 6 N - R o b e s o n \ D e s i g n F i l e s \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ W - 5 2 0 6 N _ H y d _ p r m _ w e t _ t y p 1 . d g n j d a l t o n 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 135 135 140 140 130 130 11+50.00 135 135 140 140 130 130 12+00.00 135 135 140 140 130 130 12+50.00 135 135 140 140 130 130 13+00.00 135 135 140 140 130 130 13+50.00 135 135 140 140 130 130 14+00.00 X-1W-5206N -L- 2.5 5 139.14 139.15 0.000 0.0203.2:1 3: 1 139.14 0.016 0.0203:1 3: 1 139.04 0.033 0.033 3:1 3: 1 138.98 0.050 0.050 3:1 3 :1 FILL IN WETLAND SHEET 10 OF 12 PERMIT DRAWING SITE 2CLEARING HAND 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 4 / 15 / 2 0 1 4 L : \ P r o j e c t L i s t \ 1 2 0 4 \ 1 2 0 2 6 - W - 5 2 0 6 N - R o b e s o n \ D e s i g n F i l e s \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ W - 5 2 0 6 N _ H y d _ p r m _ w e t _ t y p 2 . d g n j d a l t o n 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 140 140 145 145 135 135 28+50.00 140 140 145 145 150 150 135 135 29+00.00 145 145 150 150 140 14029+50.00 145 145 150 150 140 140 30+00.00 145 145 150 150 140 140 30+50.00 145 145 150 150 140 140 31+00.00 X-7W-5206N -L- 2.5 5 145.89 0.080 0.0803:1 4 : 1 146.03 0.080 0.0803:1 3: 1 3:1 140.36 146.16 0.080 0.0803:1 3: 1 3:1 139.20 3: 1 140.62 146.22 0.080 0.0803:1 3: 1 3:1 140.88 3: 1 140.55 146.37 0.080 0.0803:1 141.14 4 :1 3:1 3: 1 141.90 146.49 0.080 0.0803:1 141.40 4 :1 3:13: 1143.25 IN WETLAND EXCAVATION SHEET 11 OF 12 PERMIT DRAWING SITE 3 CLEARING HAND 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 4 / 15 / 2 0 1 4 L : \ P r o j e c t L i s t \ 1 2 0 4 \ 1 2 0 2 6 - W - 5 2 0 6 N - R o b e s o n \ D e s i g n F i l e s \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ W - 5 2 0 6 N _ H y d _ p r m _ w e t _ t y p 3 . d g n j d a l t o n 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 145 145 150 150 140 140 31+50.00 145 145 150 150 140 140 32+00.00 145 145 150 150 140 140 32+50.00 145 145 140 14033+00.00 145 145 140 140 33+50.00 145 145 140 140 34+00.00 145 145 140 140 34+50.00 145 145 150 150 140 140 35+00.00 X-8W-5206N -L- 2.5 5 146.66 0.080 0.0803:1 141.66 4 :1 3:13: 1 143.40 146.90 0.080 0.080 143.55 4:1 3: 1 141.92 4 :1 3:1 147.07 0.071 0.071 143.70 4:1 3: 1 142.18 4 :1 3:1 147.23 0.054 0.054 143.85 4:1 3: 1 142.44 4 :1 3:1 147.37 0.037 0.037 144.00 4:1 3: 1 3: 1 3:1 142.70 147.61 0.021 0.021 144.15 4:1 3: 1 143.06 4 :1 3:1 147.87 0.004 0.020 144.30 4:1 3: 1 143.43 4 :1 3:1 148.14 0.013 0.020 144.45 4:1 3: 1 143.79 4 :1 3:1 Ha n d Ex i s t i n g E x i s t i n g Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . 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D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 1 2 + 5 7 t o 1 6 + 9 7 - L - 0 . 0 1 0 . 0 5 2 2 8 + 5 9 t o 2 9 + 5 1 - L - 0 . 0 7 0 . 0 4 0 . 0 4 0 . 0 1 0 . 0 1 1 5 3 4 3 3 3 + 1 4 t o 3 5 + 0 0 - L - 0 . 0 1 0 . 0 3 TO T A L S : 0 . 0 8 0 . 0 5 0 . 1 2 0 . 0 1 0 . 0 1 1 5 3 4 AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 1 2 o f 1 2 4/15/2014Robeson NC D E P A R T M E N T O F T R A N S P O R T A T I O N DI V I S I O N O F H I G H W A Y S WB S - 4 5 3 3 6 . 1 . 1 4 ( W - 5 2 0 6 N ) W E T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S