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HomeMy WebLinkAbout20170270 Ver 1_B-5327 Nationwide Person March 6, 2017_20170306STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR March 6, 2017 US Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Farest, NC 27587 Attention: Eric Alsmeyer NCDOT Coordinator JAMES H. TROGDON, III SECRETARY Subject: Application for Section 404 Nationwide 23 Section and 401 Water Quality Certification for the replacement of Bridge No. 49 on SR 1300 (Concord Church Road) over Hyco Lake in Person County. TIP No. B-5327. Debit $240 from WBS 46041.1.1. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace Person County Bridge No. 49 on SR 1300 (Concord Church Road) over Hyco Lake. The purpose of this letter is to request approval for a Section 404 Nationwide Permit No. 23 and Section 401 Water Quality Certification. In addition to this cover letter, this application package includes the following for B-5327: stormwater management plan, permit drawings, and roadway plans. This project calls for a letting date of September 19, 2017 and a review date of August 1, 2017. Impacts to Jurisdictional Resources The project will have permanent surface water impacts of 0.08 acre and 0.03 acre of temporary surface water impacts. There are no wetland impacts associated with the project. The temporary surface water impacts are due to the need for barge access to facilitate removal of the existing bents and construction of the new structure. It is thought that the bridge is too wide and the water too deep for effective use of a temporary causeway Section 404: Application is hereby made for a USACE Nationwide 23 Permit as required for the above-described activities. MadlingAddress: Telephone.• (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 1020 BIRCH RIDGE DRIVE NATURAL ENVIRONMENT SECTION Custamer Service.• 1-877-368-4968 RALEIGH, NC 27699 1598 MAIL SERVICE CENTER RALEIGH, NC 27699-1598 Website: www.ncdot.gov Section 4D1: We are requestin� a Section 4{Di Water Quality Ceriification from NCl7WR. We are providing this applicatiori ta NCDWR for their approval. Authnrizatiort to debit the $24D Permit Appliaation Fee fram WBS Element 46(141.T. E is hereby given, A capy of this permit application will be pasted on the NCDOT Website at htt s:llconnect.ncdot. ot+IresourceslEnvironmentallPa esldefault.as x under Quick Links � Permit ,�.ppfications. �► Programmatic Cat�gorical Exclusion (PCE} was ec�mpleted for this pcaject in 3uly 2U15. A ccrpy 4f the PCE is �lso available at the abave website addres� under Quick Links � En�+iranmental Dacurnents. Thanic you for your assistance with this project. If yau have any questions or need additiQna� infarmatic�n, piease confact Gordnn Cashin at or (9�g} 707-GI07. Sincerely, �qr Phiiip S. Harris iII, P,E., CPM, Manager Natural En�ironinent Section cc: I'�fCD�T Pennit Applicatian Statidard Distributican List ���� w a ��,��� ; � � � � ti � � � � � r� � Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 23 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge No. 49 on SR 1300. 2b. County: Person 2c. Nearest municipality / town: Roxboro 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5327 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6107 3g. Fax no.: (919) 212-5785 3h. Email address: gcashin@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 36.443803 Longitude: -79.092628 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 5.7 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Hyco Lake proposed project: 2b. Water Quality Classification of nearest receiving water: WS-V & B 2c. River basin: Roanoke 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The study area includes the existing roadway and bridge. Land use is residential. 3b. List the total estimated acreage of all existing wetlands on the property: N/A 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: N/A 3d. Explain the purpose of the proposed project: To replace a deteriorated bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 5-span 200.5-foot bridge with a 210-foot, 3-span bridge on the existing alignment with an off-site detour. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained fo�r this property / � Yes ❑ No ❑ Unknown project (including all prior phases) in the past. Comments: JD requested on 4/2/2012 4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Michael Baker Engineering Name (if known): 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 � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for yaur project (check all that apply): ❑ Wetlands ❑ Streams - tributaries ❑ Buffers � Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Type of Type of wetland Forest Type of jurisdiction Area of impact Permanent (P) or impact (if known) ed (acres) Tem ora T Y❑es ❑ Corps Site 1❑ P❑ T � � pWQ No ❑ Site 2❑ P❑ T Yes ❑ Corps ❑ ❑ DWQ No Y❑es ❑ Corps Site 3❑ P❑ T � � pWQ No Y❑es ❑ Corps Site 4❑ P❑ T � � pWQ No 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of Stream name Perennial Type of Average Impact number - impact (PER) or jurisdiction stream length Permanent (P) or intermittent (Corps - width (linear feet) Temporary (T) (INT)? 404, 10 (feet) DWQ — non-404, other) Site 1❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 2❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 3❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 3i. Comments: 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Tem ora T 01 � P❑ T Hyco Lake Rock embankment and slope lake 0.08 perm. protection 01 ❑ P� T Hyco Lake 25' Barge landing area lake 0.03 temp. 4f. Total open water impacts 0.08 Perm. 0.03 temp. 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Flooded Filled Excavated Flooded Filled Excavated Flooded 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 an impacts require miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem ora T re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No B4 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. This structure has been designed to have as little environmental and surface water impacts as possible. To avoid direct discharge of bridge stormwater into the receiving water, deck drains are not required for the proposed bridge. Storm water impacts to the creek have been minimized by utilizing grated inlets and pipes to collect bridge stormwater which will be outlet on Class II rip-rap before entering the stream. The proposed rock plating in all four quadrants allowed 1.5:1 slopes to be incorporated, minimizing fill within the creek. The project also utilizes a temporary detour. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Construction impacts will be minimized through the use of Best Management Practices for Construction and Maintenance Activities. 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? If no, explain: The project has minimal impacts on surface waters onl . 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 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: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If not, explain why. ❑ Yes ❑ No Comments: See attached buffer permit drawings. 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. ❑ 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? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 26 .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development, which could impact nearby downstream water quality? � No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this improvement and existing urban development, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a, Will this project oecur in or near an area with federally protected species or � Yes � iVo hahitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ��,�� ❑ N� �mpacts? � Raleigh 5c. If yes, indicate the 11SFWS Field �f�ce you have cflntacted, ❑ Asheville 5d. What data saurces did you use to determine whether your sife wauld impact Endangered �pecies or Designated Criticaf Habitat? USFVIIS website, field surveys. AEi speeies have bialogicai conGusions of No �ffect. B. Essentla{ Fish Habitat [Carps RequirementJ 6a. Will this project occur in or near an area designated as essential fsh hafi�ifat7 ❑ Yes � No 6b. What data saurces did yau use to �ietermine whether yaur site wauld impact Essential Fish Habitat? NMFS County Index 7, Histaric or Prehlstoric Culturai Resources [Corps Requir�ement) 7a. Wiil this praject occur in or near an area tha# the sta#e, federal ar tribal gor►emments have designated as har►ing his#oric or cultural preser�atian � Y�� � Na sfatus (e.g., Natiflnal Histaric Trust designa#ion or properkies significant in Narth Carolina history and arch�ec�lagy)? 7b. What data sources did you use to determine whether your site wauld impact historic or archeological resources? NEPA Documentation 8. Flaad �ane Designation �Corps Requirement) 8a, Will #his praject accur in a FEMA-designated i 00-year flootiplain? � Yes ❑ No 8b. Pf yes, explain how project meets FEMA requirements: IVGD07 Hydraulics Uni# coardinati+on with FEMA 8c. Wha# sourr�(s} did yau use to make the tloodplain determina#ion? FEMA Maps �r Philip S. Harris TTI, P.E. p� �(j� -Zot� ApplicantlAgenYs Prin#ed Name � Applicant]Agent's Signature i7ate {Ageni's signature is valid only if an author�atian fetier from the applicant is rawided. 11 � I��}�,�.�f���, North Carolina Department of Transportation �`��, �ir��.��i�r��w'�t�r � - , . .,,,,, Highway Stormwater Program I ��% STORMWATER MANAGEMENT PLAN _ (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 46041.1.1 TIP No.: B-5327 County(ies): Person Page 1 of 1 General Project Information WBS Element: 46041.1.1 TIP Number: B-5327 Project Type: Bridge Replacement Date: 10/4/2016 NCDOT Contact: Matthew Lauffer, PE Contractor / Desi ner: Trent Cormier, PE Address: NCDOT Hydraulics Unit Address: �CA Engineering, Inc. 1590 Mail Services Unit 5121 Kingdom Way, Suite 100 Ralei h, NC 27560 Ralei h, NC 27607 Phone: 919 707-6703 Phone: 919 900-1608 Email: mslauffer ncdot. ov Email: trenton.cormier hdrinc.com City/Town: Roxboro Count ies : Person River Basin(s): Roanoke CAMA County? No Wetlands within Project Limits? No Pro'ect Description Project Length lin. miles orfeet): 0.15 Surrounding Land Use: Recreation, Low Residential, Wooded Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.4 ac. 0.3 ac. Typical Cross Section Description: Concord Church Road (SR 1300): 2 paved lanes (total 20' wide), 4' shoulder on each Concord Church Road (SR 1300): 2 paved lanes (total 20' wide), open shoulder side (7' with guardrail). section. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1260 Year: 2035 Existin : 650 Year: 2015 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Person County Bridge #49 on Concord Church Road (SR 1300) over South Hyco Creek. (Description of Minimization of Water The existing structure is a five span bridge (1@40'3", 3@40', 1@40'3") and is a reinforced concrete deck on I-Beams supported by reinforced concrete caps and precast Quality Impacts) prestressed concrete piles. The proposed structure is a three span (3@70'), 24" precast concrete cored slab with 4' deep caps. This structure has been designed to have as little environmental and surface water impacts as possible. To avoid direct discharge of bridge stormwater into the receiving water, deck drains are not required for the proposed bridge. Storm water impacts to the creek have been minimized by utilizing grated inlets and pipes to collect bridge storm water which will be outlet on Class II rip-rap before entering the stream. The proposed rock plating in all four quadrants allowed 1.5:1 slopes to be incorporated, minimizing fill within the creek. Arppoximately 325 cubic yards of fill is required beneath the normal water surface elevation. At all four quadrants, there are no proposed roadside ditches with concentrated flows. Due to the nature of low impact bridge replacement, the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required. Waterbod Information Surface Water Bod 1): South H co Creek NCDWR Stream Index No.: 22-58- 0.5) NCDWR Surface Water Classification for Water Body Primary Classification: Water Su I V WS-V Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) U z �Z sW �� � � See S!� 1A Fw' IrrodeX of Sl�s See Shed 18 For CanvenP`IonalSymbols see s!� 1C 1 For survey Control she� OFF-SITE DETOUR BEGl11t TIP P. � Pv� sTA S�C�7["]E OF N�I$�°H[ C�R�LIN�. �Ii�ISI�N �F HI[�]HW�Y� PERSGI.1� �G1 U1�TY LOCATIDN: BRIDGE 49 OYER SOUTH HYCO CREEK ON SR 13A0 (C011tCURD CHURCH RD) TYPE pF WURK: GRADING, PAYING, DRAINAG� AND STRUCTURE IO + OU.UO I,� PUT STA I rvores: THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUN�ARIES CLEARING ON THIS PRO,IECT SHALL BE PERFORMED. TO THE LIMITS ESTABLISHED BY METHOD III . GRAPHIC SCALES DBSIGN DATA 3a z5 o sa 10o ADT 2017 = b5a AQT 2037 = 1,260 PIANS K = 9 % D = 60 % 3a z5 0 3a ioa T= 9 %' PROFILE {Fi�RIZONTALj � V = 45 MPH (TTST =3% + DUAL 696) �a s o 10 2a FUNC CLASS = LOCAL SUB REGIONAL TIER PROFILE (V'ERTICAL) PROJECT LENGTH LENGTH ROADWAY T7P PROJBCT B-5327 = LENGTH STRUCTURE TTP PROJECT �5327 = TOT.4L LENGTH T7P PROJECT �5327 = Plepmed fp' �i'D sa a�9aom +�r. �wa nr cmnrmc ra��wtsu+�r s,;,. „� r� Trw�porladlal '�� "°�h rrc z�ev� m H� c�nae af� N[ 1'swir Nw F4RSB � sr�u,ms,en sr�cn�rr�rr�rs 0.�09 �ur�s 0,040 MILES �� �F WAY DATE: SEPTEMBER 23r201G O.I49 MILES DENA C. SNEAD. PE �w�cr � ALEXANQER Q. SNIQER. PE raa�cr nss,rar �vcn,�e rrwn rrwn rrwi.� ma� �s +� si� .C. �532 7 1 anw �a�a r.��m e�o�� 46041.1.1 BRZ-1300 3 P.E. 46041.2.1 R.O.W. 46041.2.2 UTIL. JECT B-5327 ��+g�so DOGUMENT XOT CONSIDER[D FINAL uN�Ess u� a�cNwTu�eEs caMr��o HYDR4ULICS ENGINEF,R RQ.4DwRY DESIG11f &11rGINSER �TTING ��� TATIA L. WHITE. PE. 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Y I `^- �� � , , , 4 �� .o� , � , ._ _ , � - _ � , '. x t i � I � `4 � , ., -. � �, �. � � i b I r V ��� �� 1 � e � 0 C�;.. �,. '' � �,.� ., \� ♦i� � / y � I, ` � .'. '�, �1 t\ �1 \\ 1\ yd� \l 1 �\ �� `\` . . Q � o , � R4�K FILL IN 1.�4,�CE ilV/���K— — - _-�+�+�+, �`q— — + �►�KVI/ATER FROM ° i ` `� ', `,, �� `� �`, '� ; ' ; i �°, � ri � � � PLATING SLaPE PROTECTI�N � V ���� = _ _� _ ���_�� -� ,- ' � ' �` +'m� :' ,� � ` � ' HYCCT� �Li�I�E � -i � , � ; �.�� .� ,- TEMPOR,4RY IMPACT IN 0 � SURFACE WATER (POND) N I ,` �q`'; �`,'1`�' .� +� r i � �i ,�� , , � � , t �,',, 4 �� ' ;� :�. . t ` °. . z . 40 0 20 40 GRAPHIC SCALE: I'= 40' HORIZ. EN]LAI$G]E� I�ILAI�T V�]EW SIT]� � �/� LEGEND DENOTES IMPACTS IN SURFACE WATER (PONDj DENOTES TEMPORARY IMPACTS I N S U RFAC E WATE R(PO N D) �R �— PROFILE, SEE SHEEf 5 WETLAND PERMIT IMPACT SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 FROM -L- STA. 11+75 TO STA. 12+65 LT. & RT. ROCK EMBANKMENT & SLOPE PROTECTION 0.04 1 FROM -L- STA. 14+54 TO STA. 16+25 LT. & RT. ROCK EMBANKMENT & SLOPE PROTECTION 0.05 1 FROM -L- STA. 11+27 TO STA. 12+27 LT. 25' BARGE LANDING AREA 0.03 TOTALS*: 0.09 0.03 0 0 0 *Rounded totals are sum of actual impacts NOTES: PER STRUCTURES, IMPACT DUE TO PROPOSED DRILLED PIERS EQUAL 58 SQ. FT. 2013 10 24 • •• � . . • ,� � See Sheet 9 A See Sheet 9 B See Sheet 9 C- i For I ndex of Sheets For Conventlonal Symbols For Survey Control Sheet 4FF-SITE DETaUR � ��� `�p,S BEGl1� �'IP I'R� � , 1 , . '� r 1 , I ". (/) I '' \ C/) 1•� , I ` I I ` . � I•� C�) I . I . ' .' 1 I!)1 �'1�1�!)\ C�)I�., 1-I 1{ 11-I ���.'� ��� L�CATl�111': BRIDGE 49 DVER SDUTH HYCQ CREEK D11 � SR 130�0 ���Q11 tC�RD CHUR CH RD} T YPE 4F WO'RK: GRADrl11 t�, PA T�I11�G, DRAI11 ��1 GE A1�D STR UCT URE S'A'A"1'S 8'i'A.1'� PROJSC7' ��Ii6NC� NO. SHEET TOTAL NO. SHEETS ���� B-5327 � STATS PROT. N0. F. A. PROJ. NO. DHSCRIPTION 46041.1.1 BRZ-130013 P.E. 46041.2.1 R.O.W. 46041.2 .2 UTI L. TO ROXBOR4 ECT 8-5327 -L- POT �TA 1 d+ ��. �v -L- P�T �TA 17 + 87.54 NOTES: THIS PROJECT IS NOT WITHIN ANY MUNI�IPAL B�UNDARIES CLEARING ON THI5 PROJECT SHALL BE PERFORMED. TO THE LIMITS ESTABLISHED BY NIETHOD III . DOCUMENT NOT {CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ,� 0 �o �� 4� �Z GRAPHIC SCALES DESIGII � DATA PROJEGT LENGT'15T Prepared for the Hi'DRAULICS E11�GINEER 5121 Kingdom Way, North Carollna Department ' � 5uite 100 ADT 2417 = b50 ot� rransportat�an � ��e�gh, N� 27607 5 o r� C O C a � oo �� �� 0���� O�: NC License No: F-0258 L..1 J �� ��ri��/�, ADT 2037 = 1rZl5Q �� �' ��� P�N S K — 9 p�a — 20I2 STAND.4RD SPECIFICATIONS ��' �� LE11tGTH RDADWAY TIP FROJECT B 5327 — O.109 MILES � � Q= 60 % DENA C. SNEAD� PE S I G N A TT I R E: P� � � s a � 5 0 5 0 � oo T= q ��o * J���TH STR UCTUi�E TIP PR D ECT 8-532T = 0.040 MILES �G15�T OF WAY DATE: PR�IgCT ENGINF.ER � � f RQADWAY DESIG11t �� �� V= 45 MPH SEPTEMBER 23, 2016 ALEXANDER D. SNIDER, PE E11tGINEER �� �� PROFILE �HORIZONTAL� *��ST = 3% + DUAL 6%j TOTAL I.EE1'1tGTH TIP PROJECT B 5327 = 0.149 MILES PROJECT DESIGN ENGINEER �� �� ����� �0 5 0 �0 2o FUNC C L ASS = LOC AL L E T T I I I� G D A T E: p� A SUB REGIONAL TIER SEPTEMBER 19, 2�17 T A T I A L. W H I T E, P E, P L S PROFILE �1/ERTICAL� R0.4D�'AY DESIGN - PROJECT DESIGN ENGINEER I'� SIGNATURE: BOUNDI4RIES 14ND P1eQPERTY.• State Line Cou nty Li ne --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number i23 Existing Fence Line -x x x- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -w�B- - - - Proposed Wetland Boundary w�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil - •�` '�` Potential Contamination Area: Soil - � � Known �ontamination Area: Water - '1' '�' Potential Contamination Area: Water - � � Contaminated Site: Known or Potential '►' � BUILDINGS �1ND OTHER CULTURE.• Gas Pump Vent or l� Tank Cap o Sign � Well ° Small Mine 'S� Foundation 0 Area Outline Cemetery fi Building School � �hurch � Dam x���oLOGy Stream or Body of Water --- --- Hydro, Pool or Reservoir �__ _� Jurisdictional Stream ,S ... - Buffer Zone 1 Bz � BufFer Zone 2 �z z Flow Arrow �--- --- Disappearing Stream �--- --- Spring o��--�_.- � Wetland � Proposed Lateral, Tail, Head Ditch � F1AY False Sump � ����� �� ����� ��������9 �������� �� ���V! � V'V` ��� Note: Not to Scale *S. U.E. = Suhsurface Utilaty Engineering �Ir.�o�s: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled �cxT oF r��y Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1V1/ Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 0 SWITCN � � � � � 0 �✓ Proposed Permanent Easement with Iron Pin and Cap Marker RD�IDS �4ND REL�4TEI1 FE�4TURES: Existing Edge of Pavement — Existing Curb — �� Q � ��✓ in� ��► '=' �J �c� \ ,� / E E TDE PDE DUE PUE TUE AUE 0 Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal IIEGET�4TI011�• Single Tree Single Shrub � � Hedge Woods Line -- -- -- -- -- Orchard Vi neyard EXISTING STRUCTURES: MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MirvoR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer l�G Power Cable Hand Hole H-Frame Pole l�G Power Line LOS B�S.U.E.*) l�G Power Line LOS C�S.U.E.*} l�G Power Line LOS D�S.U.E.*} TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower l,l/� Telephone Cable Hand Hole l,l/� Telephone Cable L4S B(S.U.E,*� - U/� Telephone Cable L4S C�S.U.E,*) - U/� Telephone Cable L4S D{S.U.E,*� - U/� Telephone Conduit LOS B{S.U.E.*j U/� Telephone Conduit LOS C(S.U.E.*j U/� Telephone Conduit LOS D(S.U.E.*) U/� Fiber Optics Cable LOS B�S.U.E.*} U/� Fiber Optics Cable LOS C�S.U.E.*) U/� Fiber Optics Cable LOS D�S.U.E.*) � � � � Vfneyard CONC J coNc ww r ` coNc Hw � CB OO -5� • • O ►� v ----P---- P � � O ❑T � HH ----T---- --T-- T - - - - T C - - - - - -TC- - TC - - - - T F 0 - - - - - - T F 0 - - - T FO PROJECT REFERENCE NO. SHEET NO. B-5327 IB WATE R: Water Manhole Water Meter Water Valve Water Hydrant U�G Water Li ne LOS B�S. U. E*J U�G Water Line LOS C(S.U.E*j U� Water Line LOS D(S.U.E*� Above Ground Water Line N: N Pedestal N Tower LI�G TV Cable Hand Hole LV�G TV Cable LOS B(S.U.E.*j W�G TV Cable LOS C{S.U.E.*) LI�G TV Cable LOS D�S.U.E.*) LI�G Fiber Optic Cable LOS B(S.U.E.*� LI�G Fiber Optic Cable LOS C(S.U.E.*) LI�G Fiber Optic Cable LOS D�S.U.E.*) GAS: Gas Valve Gas Meter LV�G Gas Line LOS B�S.U.E.*) LV�G Gas Line LOS C(S.U.E.'�) LV�G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SAN ITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout LI�G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S,U.E.*j SS Forced Main Line LOS C�S.U.E.*� SS Forced Main Line LOS D�S.U.E.*} MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located �bject Utility Traffic Signal Box Utility Unknown IY�G Line L4S B(S.U.E.*) W�G Tank; Water, Gas, �il WG Underground Storage Tank, Approx. Loc. — A� Tank; Water, Gas, Oil A Geoenvironmental Boring lJ/� Test Hole LOS A�S. U. 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