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20150925 Ver 1_Application_20150904
�1 U.S. Department of Transportation Federal Highway Administration FEDERAL EXPRESS Mr. David Brown U.S. Army Corps of Engineers Asheville Regulatory Office 15 Patton Avenue, Room 208 Asheville, NC 28801 Ms. Sue Homewood N.C. Division of Water Resources 401 & Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699 Eastern Federal Lands 21400 Ridgetop Circle Highway Division Sterling, VA 20166-6511 �uG ?_ , 20�� In Reply Refer to: HFPP-15 DIsC��,��,�C � SEP - 4 2015 DENR • WATER RESOURCES TRANSPORTATION PERMITTING UNIT Subject: NC ERFO FSR 2013-1(2), Tuni Gap Road Repairs Nantahala National Forest Request for NWP 3 Authorization and Water Quality Certification Dear Mr. Brown and Ms. Homewood: The Eastern Federal Lands Highway Division, of the Federal Highway Administration (FHWA), in cooperation with the U.S.D.A. Forest Service, is preparing plans to repair 18 damage sites on Tuni Gap Road (Route 440) within the Nantahala National Forest. Heavy rains in early 2013 saturated the area causing slope failure. The work includes removal of the slide material and stabilization of failed slope, roadway reconstruction, and drainage improvement in Clay and Macon Counties, North Carolina. The sites are located adjacent to Little Tuni Creek and Big Tuni Creek. Also, the drainage improvement work includes the replacement of several culverts, including a culvert along a tributary to Big Tuni Creek. The FHWA respectfully requests your review of the proposed work and authorization to complete these repairs under Nationwide Permit 3. Enclosed you will find a set of project plans and the Pre-Construction Notification Forni and supporting documentation. Please provide us with your response within thirty (30) days of the receipt of this letter. If you have any questions concerning this matter, please contact Ms. Lisa Landers, Environmental Protection Specialist, at Lisa.Landers@dot.gov or (571) 434-1592. Sincerely, • � � ��� �� ��ati Kev,n S. Rose Environmental Compliance Specialist Enclosures CC: Mr. Steverson Moffat, Planner, USDA Forest Service, Murphy, NC ;. _ f" � ��,�. rr a ��,� �� , v ��`� o -c � Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 FremConsfs-uct6on �lotification (PGi�} Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ 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 1 d. Type(s) of approva� sought from the DWQ (check all that appiy): 0 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express 0 Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit: because written approval is not required? 401 Certification: ❑ Yes ❑X No ❑ 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 � Yes �X No or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h � Yes �X No below. 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes �X No 2. Project Information 2a. Name of project: NC ERFO FSR 2013-1(2) Tuni Gap Road Repairs 2b. County: Clay and Macon 2c. Nearest municipality / town: 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state project no: n/a �� �� R�� � �nr r� `�`"`� �' L� �n:. � 3. Owner Information � �` ���°i ""` i 3a. Name(s) on Recorded Deed: USDA Forest Service, Nantahala National Forest I� ! � �� 3b. Deed Book and Page No. I I �� �5 � 3c. Responsible Party (for LLC if ' '—�.__��� DENR - WATEhi RESO�RC[S applicable): 4018 gU�F�R N�p���T,-,�,,, 3d. Street address: 160 Zillicoa St. Suite A 3e. City, state, zip: Asheville, NC 28801 3f. Telephone no.: 828-257-4200 3g. Fax no.: .3b. Email_address: _______._ __ _ _ ____ _ ._ _ ___ Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Appficant is: ❑ Agent ❑X Other, specify: 4b. Name: Kevin Rose 4c. Business name Federal Highway Administration (if applicable): 4d. Street address: • 21400 Ridgetop Circle 4e. City, state, zip: Sterling, VA 20166 4f. Telephone no.: 571-434-1541 4g. Fax no.: 571-434-1577 , 4h. Email address: Kevin.Rose@dot.gov 5. Agent/Consultant Information (if applicable) 5a. Name: 5b. Business name � (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 B. Project Information and Prior Project History � 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): USDA Forest Service 1 b. Site coordinates (in decimal degrees): Latitude: 35.973125 ' Longitude: 81.936983 1 c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Little Tuni Creek, Big Tuni Creek 2b. Water Quality Classification of nearest receiving water: C; C, Tr, HQW 2c. River basin: Hiwassee 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 appiication: Forested land owned by the USDA Forest Service . 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: 68 3d. Explain the purpose of the proposed project: Repair of 18 sites damaged in 2013. 3e. Describe the overall project in detail, including the type of equipment to be used: Site repairs would include removal of slide material, slope stabilization, roadway reconstruction, and culvert replacement. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the � Yes ❑X No ❑ Unknown Corps or State been requested or obtained for this property / pro'ect includin all rior hases in the ast? Comments: 4b. If the Corps made the jurisdictional determination, whai type � Preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: 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 X❑ 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 �X No � 6b. If yes, explain. , , . Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory " site s 1. Impacts Suinmary 1 a. Which sections were completed below for your projeci (check all that apply): ❑ Weilands ❑X Streams — tribularies ❑ Buffiers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Tem ora T W1 �- Choose one Choose one Yes/No - " W2 - Choose one Choose one Yes/No - 1/1/3 - Choose one Choose one Yes/No - �/�/4 - 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: 3. Stream Impacts If there are perenniai or intermittent stream impacts (inciuding temporary impacts) proposed on the site, then compiete this question for all stream sites impacted. , 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impaci Type of impaci Stream name Perennial (PER) or Type of Average Impaci number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 T Relocation Trib to Big Tuni Creek PER Corps 7 80 S2 - Choose one - - S3 - Choose one _ S4 - Choose one - - S5 - Choose one _ - S6 - Choose one - - -, 3h. Total stream and tributary impacts 80 3i. Comments: The existing 51-foot culvert would be replaced with at 51-foot culvert. The existing riprap at the outfall would be replaced. The stream would be temporarily diverted while the culvert is replaced. Page 4 of 10 PCN f=orrn — Version 1.4 January 2009 C. Proposed lmpacts Inventory site s 1. Impacts Summary 1 a. Which sections were completed below for your project (check all ihat apply): ,❑ Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetiand Impacts If there are wetland impacts proposed on the site, then complete this quesiion for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. . Wetland impact Type of impact Type of wetiand Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Tem ora T W1 - Choose one Choose one Yes/No - W2 - Choose one Choose one Yes/No - �l�/3 - Choose one Choose one Yes/No - �/�/q - 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: 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 Perenniai (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or ' widih (linear Temporary (T) (feet) feet) S1 P Culvert Trib to Big Tuni Creek PER Corps 5 -39 S2 P Excavation Trib to Big Tuni Creek PER Corps 5 1 S S3 P Fill Trib to Big Tuni Creek PER Corps 5 8 S4 T Relocation Trib to Big Tuni Creek PER Corps 5 80 S5 - Choose one , _ - S6 - Choose one - - 3h. Total stream and tributary impacts s7 3i. Comments: ' The existing 94-foot culvert would be replaced with at 55-foot culvert. Riprap would be placed at the outfall. The stream would be temporarily diverted while the culvert is replaced. Page 4 of 10 PCN Fonn —\/ersion i.4 January 2009 C. Proposed Impacts Inventory site ii 1. Impacts Summary 1 a. Which sections were completed below for your projeci (check all that apply): ❑ Wetlands OX Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Consiruciion 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 impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Tem ora T W1 - Choose one Choose one Yes/No - W2 - Choose one Choose one Yes/No - �/�/3 - Choose one Choose one Yes/No - �/�/q - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - �/�/6 - Choose one Choose one Yes/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 quesiion for all stream sites impacted. ° 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 T Relocation Trib to Big Tuni Creek PER Corps g gp S2 P Culvert Trib to Big Tuni Creek PER Corps 8 -3 S3 P. Excavation Trib to Big Tuni Creek PER Corps 8 31 S4 - Choose one - - S5 - Choose one - - S6 - Choose one - - 3h. Total stream and tributary impacts �08 3i. Comments: ' The existing 40-fooi culvert would be replaced with a 37-foot culvert. Riprap would be placed as outfall protection. The stream would be temporarily diverted while the culvert is replaced. Page 4 of i 0 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, iributaries, sounds, the Atlaniic Ocean, or any other open water of the U.S. then individuall list all open water impacis below. �� 4a. 4b. 4c. 4d. 4e. Open water , Name of waterbody impact number (if applicable) Type of impact Waterbody Area of impact (acres) Permanent (P) or type Tem ora T 01 - Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. .5c. 5d. 5e. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (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 an impacts require miti ation, then ou MUST fill out Section D of this form. 6a. Project is in which protected basin? � Neuse � Tar-Pamlico � Catawba � Randleman ❑ Other: 6b. 6c. 6d. 6e. 6f. 6g. Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number — � mitigation impact impact Permanent (P) or required? (square (square Tem ora T feet feet B1 - Yes/No B2 - • Yes/No B3 - Yes/No B4 - • Yes/No B5 - Yes/No B6 - • Yes/No 6h. Total Buffer Impacts: 6i. Commenis: I�age 5 of 10 Q. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacis in designing project. Repairs are limited to ihe damage sites. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The culvert will be replaced in the same location. Riprap placed at the outfall was minimized to the amount necessary to protect against scour and future damage of the site. 2. Com ensator Miti ation for Im acts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes X� No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Usin a Miti ation Bank 3a. Name of Mitigation Bank: Type: Choose one Quantity: 3b. Credits Purchased (attach receipt and leiter) Type: Choose'one Quantity: Type: Choose one Quantity: 3c. Comments: 4. Com lete if Makin a Pa ment to In-lieu Fee Pro ram 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 ihe proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January ?_009 6. E3uffer Mitigation (State Regufated 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 � Yes OX No within one of ihe NC Ri arian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes � No 2. Stormwater Mana ement Pian 2a. What is the overall percent imperviousness of this project? o�o 2b. Does this pro'ect re uire a Stormwater Mana ement Plan? ❑ Yes ❑X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The projects will not create any new impervious area. 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 local overnmeni's 'urisdiction is this ro'ect? � ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP � Water Suppiy 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 Pian with proof of approval been � Yes ❑ No attached? 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 B of i 0 PCI�1 1=orm — Version 1.4 January 2009 F. SupplemenYary Information 1. Environmental Documentation (DWQ Requirernent) 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 environmentai document pursuant to the requirements of the National or State ❑X 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 (etter.) See enclosed Categorical Exclusion ❑ 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 X� No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes ❑X No 2c. If you answered "yes" to one or both of the above questions, provide an expianation of the violation(s): 3. Cumulative Impacts (DV�/Q Requirement) 3a. Will this project (based on past and reasonably anticipated future impacis) result in � Yes �X 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 wiih 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 i.4 January 2009 0 � 5. Enc{angered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act X Yes impacts? ❑ ❑ No 5c. If yes, indicate the USFWS Field Office you have contacted. Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The Forest Service reviewed the project and consultation was completed with the USFWS. • 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essentiai fish habitat? ❑ Yes �X No 6b. What data sources did you use to determine whether your site would impact Essential Fish 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 ❑ 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 wheiher your site would impact historic or archeological resources? Consultation with the SHPO was completed. i3. �lood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes OX No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? , NC Flood Maps ,..,, �L.l�- V _�--P.� �=`�G� , . .,� �vC ��1�� S • ��� ��_ L', L i - I � �./1fC f � U� � ��Y, �.f- Applicant/AgenYs Printed Name Applicant/Agent's Si' nature Date (Age, t's signature is valid only if an authorization 'j letter from the applicant is provided. Page 10 of 10 Categorical Exclusion Form Nantahala N�tional Forest Clay and 1Vlacon Counties, North Carolina Proiect: NC ERFO FSR 2013-1(2) Date: December l 2014 Project description, including loc�tion: The Eastern Federal Lailds Higti�vay Division, of the Fed�ral Higliway Administrakion (FH�VA), in cooperation �vith the U.S.D.A. Forest Service, is prep�ring plans to repair 18 disaster sites �vithin a six mile length of Tuni Gap Road (Route 440j in the Nantahala National Forest in Clay and Macon Counties, N�rth Carolina. Tuni Gap Road is a two-way, one lane road �vith a 14 foot «ide travel�vay and t�vo foot shoulders on eac11 side; it has an Average Daily Traffic (ADT} of approximately 150. vehicles. Heavy rains in early 2013 sahirated the area and caused � series of slope failures along the roaci�vay. The proposed repai�-s to the roadway �vould include the removal of slide material, stabilization of failed slopes, roadway reconstruction, and drainage improvements. 119itigation measures: o In order to avoid possible adverse impacts to the endangered Indiana bat and the proposed endangered northern lon; eared bat the FHWA tivill conduct all tree clearing between OctoUer I S and April I 5. In order to, avoid possible impacts to, sensitive historical areas associated �vith the Trail of Tears an archaeolo�ist will be present to monitor ground disturbance during construction. Describe the category used to exclude the action from further 1\TEPA analysis anci indicate the number of the category: 23 CFR 771.1 17(c)(26) Modernization of a high�vay by resurfacing, restoration, rehabilitation, reconstruction; adding shoulders, or addin� auxiliary lanes (includin� parking, �veaving, illt'[11I1�, 111C� C�Illl�lll� lanes), if the action meets the constraints in para�raph (e) of this section. 23 CFR 771.117(e) Actions described in (c)(26), (c)(27), �nd (c)(28) of this section may not be rocessed as CEs under araara h(c) if the�- invohre: (1) An acquisition of more than a minor amount of No right-of-�vay acquisitions are required ribht-of-«�ay or that �vould result in any residential for this project. or non-residential displacements; � (2) An action t11at needs a bridge pei-�Zlit from the No pe�nlits ai-e needed from the [.T.S. U.S: Coast Guard, or an action that does not meet Coast Guard or U.S. Army Corps of the te�7ns and conditions of a U.S. Anny Co�ps of Engineers En�ineers nationwide o►- general permit undcr section 404 of the Clean W�ter Act and/or section ] 0 of the Ri�rers and Harbors Act of 1899; (3).A tinding of "adverse effect" ta historic In �a letter ciated November 24, 2014; the i�roperties under the National I-listoric Preser��ation USFWS concurred tvith the TFI�VA .4ct, the use of a resotu•ce protected under 23 U.S.C. finding that the proposed project may 138 or 49 U.S.C. 303 (section 4(�) except for affect, but �vas not likely to advcrsely � actians resulting in de minimis impacts, or a finding affect any federally listed species or i of "may affect, likely to adversely affect" species of specizl concern. In a letter ' threatened or endangered species or critical habitat dated June 3, 2014, the North Carolina under the Endangered Species Act; SHPO concurred with the FHWA finding that ��o adverse effects to culhiral resources �vould occur as a result of the �roposed project. (4) Consttuction of temporary access, or the closure No majoi• traftic disruptions would result of existing road, bridge, or ramps, that �vould result fi-om the project. in major traffic disruptions; (5) Changes in �ccess control; Access control would not change as a result of the ro'ect. (6) A floodplain encroachment other than The project is not located in a floodplain. functionally dependent uses (e.g., brid�es, The project would not impact a river wetlands) or �ctions that facilitate open space use component designated or proposed for (e.g., recreational trails; bicycle and pedestrian inclusion in the National System of Wild paths); or constn�ction activities in, ncross or and Scenic Rivers. adjacent to a river component desianated or proposed for inclusion in the National System of , � �Vild and Scenic Rivers. Describe any �ubiic or agency involvement effort conducted: The FHWA consulted �vith the U.S. Fish and �Vildlife Seivice (USFWS) and the Nortll Carolina State Historic Preseivati�n Oftice (SHPO). In a letter dated November 24, 2014, the USFWS concun�ed with the FHWA finding that the proposed project inay affect, but �vas not likely to adversely affect any federally listed species or species of special concern. In a letter dated June 3, 2014; the North Carolina SHPO concurred ��Jith the FHWA finding that no adverse effects to cultural resources would occur as a result of the proposed project. Letters dated May 12, 2014 were also se►it to the National Park Service (NPS) National Trails Intertnountain IZegion, Muscogee Creek Nation, Eastei-�Z Band of Cherokee Indians. United Keetoo���ah Band of Cherokee Indians, and Kialegee Tribal Town providing infonnation regarding the project and requesting concurrence that the �roject �vould have no adverse effect on cultural resources. Tlte United Keetoo�v�h Band of Cherokee Indians in Oklahoma stated on May 19, 2014 that they ha��e no comments or objections regarding the pro}�osed project. Responses have not been rcceiti�ed from any of the remaining parties. They �ve're contacted via phone on December 2, 2014 regarding their concurrence with the determination; however, no additional responses �vere provided. Per 36 .CFR Part 500.5(c)( l}, failure of the SHPOiTHPO to respond 4vithin 30 days fi-om the receipt of the finding shall be coi�sidered agi-eement of the SHPO/THPO �vith the finding. The letters ��ere sent via certified mail, and receipts indicate that al( letters �vere received in May 2014. If responses are received that identify coi�cerns rcgarding the project, the concerns will be resolved as appropriate. 23 CFR 771.117 Cateborical exclusions (CEs) are actions �vhich meet the definition contained in 40 CFR 1508.4, and, based on past erperience Lvith similar actions, do not involve significant cnvironmental impacts. The ro osed action �vill: YES NO induce significant impacts to planned grotivth or s land use for the area Require the relocation of significant numbers of , r pcople Have a significant impact on any natural, cultural, x recreational, historic, or other resource ]mrolti�e signiticant air, noise, or �vater guality x impacts Have significant impacts on travel patterns I s Other���ise, either individually or cumulatively have x any si�nificant environmental impacts • � I If any bo:c is checked yes, the action may not be categorically excluded and a�l EA or EIS must be prepared. If none are checked yes, attach Enviroiunental Screening Form, notes fi•om consultation �vith agencies and/or the public, notes of site visits and any odler material related to the environmental impact of the�proposal. This becomes the NEPA piece of the statutory compliance file. On the basis of the environmentll impact infonnation in the statutory compliance file, �vith �vhich 1 am familiar; I believe the project sltould be categorically excluded from further NEPA analysis. Prepared by: ��� Aaron I-lernandez Environmental Protection Specialist Federal High�vay Administration Eastern Federal Lands Highway Division r1. 3 r� Date On the basis of the environmental impact infonnation in the statutory compliance file, with �vhich I am familiar, I am categorically excluding the described project from fiirther NEPA analysis. No exceptional circumstances (i.e., all boxes in t11e ESF are marked "no") or conditions apply and the action is fully described in 23 CFR 771.117 (c)(26). `__._-- Kevin Rose En�rironmental Compliance Specialist Federal High�vay Admi►iistration Eastern Federal Lands High�vay Division �2 3/l y � Date Cnviroximcnt�l Scrceninb l�orm Projcct: NC ERFO F'SR 2013-1(2) Datc: December 1, 2014 - l'es No Don't ICno�v l. Described fully in one of the list of categorically excluded x actions? 2. Cotisultation �vith any �ffected agencies or tribes complete? x 3. Site visit completed? x 4. Are any si��ificant impacts possible on the following physical, natural, or cultural resources?* A. Geolo��ical resources - soi(s, bccirock, sti-erunbeds, etc. x B. From geollazards? x C. Air Quality, Traffic, or from Noise Y D. Water Quality or Quantity x � x E. Streamflo�v characteristics F. M��rine or Estuarine Resources x G. Land Use, including agricultural lands x H. Rare or unusual vegetation-old �nowth timber, riparian, alpine, x etc. I. Species of special concei7l(plai�t or ai�iulal; state or federal x listed or proposed for listing) or their habitat J. Unique ecosystems, biosphere reserves, Worlcl Heritage sites � K. Unique or im�ortant wildlife or �vildlife habitat x L. Unique or important fish or fish habitat �, ?C Ycs No Don't Kno��� M. Introduce or promote non-native s ecies (plant or animal) N. Recreation resources ;� O. Visitor experience, aesthetic resources x P. Cultur�l resources, cultural landscape, etc. x Q. Minority anci Lo�v [ncame Populatio�ls ;� R. Socioeconomics r S. Energy Resources - . ;� T. Other agency or tribal ]and use plans or policies x ' l U. Resource. including cncrgy, conservation potential x V. Urban quality, gate�vay communities, etc. r W. Lon� tenn management of resources or landlresource x productivity � Insert the �vord "I1011C'" in thc "no column" if the reason that a resource is not i►npacted is because the resource is not fo�u�d in the project area. This fonn is meailt to be annotated �vith relev�mt i�iFi�nnation, such as notes of site visit, personnel conducting the site visit, agency officials contacted and their responses, etc. If the ans4vers to c�uestions 1-3 are yes, and all ans���ers to n�unber 4 are "no", coulplete the categorical exclusion checklist. If any of the at�s�vers t� question 4 are "don't know," complete an EA. If any are ans�vered "yes," either a miti�Tated EA or ElS is required. PtMENT OF r �P `y� : 4 � � o � x '- g �4RCH � �0a United States Department of the Interior FIS�I AND WTLI�LiFE SERV ICE Asheville Field Office 160 Zillicoa Street � r�shcvillc, Narth Cnrolinn 23801 November 24, 2014 Mr. Kevin S. Rose Environmental Compliance Specialist Federal Highway Ad�ninistration 21400 Ridgetop Circle Sterling, VA 20166 Dear Mr. Rose: Subject: Tuni Gap Road Repairs (Project NC ERFO 2013-I(2), Nantahala N�tional Forest, Clay and Macon Counties, North Carolina In your letter of October 27, 2014 (received October 29, 2014), you requested our concurrence with a'`not likely to adversely affect" detei-�nination for the endan�ered Indiana bat.and the proposed endan�ered northein long-eared bat. We previously commented on this project in a letter to you dated May g. 2014. The following cominents are provided in accordance with the provisions of section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act). Because the Fedei�al Highway Administration (FHWA) has agreed to conduct all tree fellinb between October 15 and April 15, we concur with your assessment that the project, as proposed, is not likely to adversely affect the Indiana bat nor is it likely to jeopardize (as described in Section 7(a)(4) of the Endangered Species Act of 1973) the northern lonb eared bat. Therefore, the requirements under section 7(c) of the Endangered Species Act are fulfilled. Ho�vever, obligations under section 7 of the Endangered Species Act must be reconsiclered if: (I) new infonnation reveals impacts of this identified action that may affect listed species or critical liabitat in a inanner not previously considered, (2) this action is subsequently modified in a manuer that �vas not considered in this revie�v, or (3) a new species is listed or critical habitat is detei�nined that may be affected by the identitied action. Additionally, because the FHWA will be implen�entin� the aforementioned tree cutting restrictions, once the northctn long-eared bat is placed on the endangered and threatened species list, ouc concurrence with a"not (ikely to adversely aftiect�' determination can be assumed fi•om this letter and further consultation on the norther�i lon;-eared bat "post-(istin�" is not necessary as long as ciccumstances remain the same. i. 1 � i � Thank you for allowin� us to comment on this projeet. Please contact Mr. Allcn Ratzlafl'of our staff �t 828/258-3939, Ext. 229, if you have any questions. In any future correspondence concei-ning this pi•oject, please i•eierence our Lo� Numbe,• 4-2-14-199. cc: E-Copy: Andrea Leslie, North Carolina �Vildlife Resoucces Commission, andrea.leslie a.ncwildliFe.org ai,e.5TA7g w ti +�u � � � _. ` � �� ,,�.,.,,,�,,. � ��� �, � i;�i= f i 2�i4 J�,jf� -5 Prf f� i 7 North Carolina Department of Cultural Reso�XcesE;;=; _=:-�: ._ 5tate Historic Preservation Office � �''^; fi,E� `'. i' ' • t •- �' � "� i::�,.'t',. `r �r�;;;.;, -�• l2amona bf. IIarro., Administrator ' C t i'ii�� ii ��.' ;3,�r�' I Goti•erno: Pat �[cCror� OE�ice o�"r'1tth;ve's ;uid Hi,rory Secretan� S�san Eiluttz Depury Secre[ary Keein Cherry June 3, 2014 Kevin Rosc rederal High�vaj- Adin'u�.isttation 21400 Ridgetop Ciccle Sterling, VA 20166-6511 Re: Repair of 18 llisaster Sites on Tuni G1p Road, Nantahala National Foxest, HFPP-15, Clay and `4acon Counties, LR 14-1006 . � Dcas NIr. Kose: Thank cou for your letter of l�Iay 9, 2014, concerning the abo�e ptoject. We understand that sensitive areas associated �vith the Tr.ul of Tears ul d�e vicinity of the project area «ill be avoided by coustrucdon activities, and that an arcl�aeolagist �vill monitoi ground disturbance during construction. Therefore, we concur that there �vill be no ad�-exse effects to cultuial resources as a result of the proposed projcct. The above comments are made pt�suant to Section 106 of the I��ational Historic PteseLVation Act ancl the Ad��isory Cotuicil on Historic Pseser��ati.on's Regulations fos Compliance Rrith Section 106 codified at 36 CFR Part 800. Thank 5-ou for y-oux cooperation and consideiation. If you have c3uestions concexnuig die aboce cotruiient, contact Renee Gledl�ill-�arlej, encuonmental re�=ie�v cuorclinator., at 919-807-6579 or renee.gledhill- earle�(c�ncdcr.�ov. In all £uture cominucucation concezning this p��oject, please cite tl�e aboce referenced tracking number. Sincerely, ��-�- �1+�.�.�.. �9��. �Runona 1�4. Battos cc: Rodney Snccickcr, USFS Locauon: t D9 East Joncs �creec, Rnieigti \C 3?6U1 Mailing Addressi 4617 �(ail Seccice Center, Italaigh �IC 27G99•4G11 1'eleplmne/Fas: (919) 80i-657U/807-6�99 �� US Department of Transportatian Federal Highway Admintsfratlon CERTIFIED NIAIL Mr. Emman Spain Tribal Histaric Preservation �fficer Muscog�e Creek Nation Cultural Preservation Office P.O. Box 580 4cmulg��, OK 74447 Eastem Federa� Lands 21400 Ridgetop Circte Highway Division Sterling, VA 20166-6511 NiAY 1 2 2���. In Reply Refer to: HFPP-15 Subject: Project NC ERFO }�SR 2013-1(2), Tuni Gap Road Repair Nantahala National Forest Secti�n 106 Cansultation Dear Mr. Spain: This lctter supersedes the ieiter datecl I��tay 9, 2014, �vhich incorrectly identified the proposed road repairs in the first paragraph of the letter. The �astern Federal Lands Highway Divisian, of the Pederal Hi�h�vay Administration (FHWA), in cooperation �vith the U.S.D.A. Forest Service (Forest Service), is preparing plans to repair 18 disaster sites on Tuni Gap Road (Route 4�0) witl�ir� the NanCahala Nali�nal }��rest. t-feavy rains in early 2013 s�iturateci the are�, causin�; slope failure. The work includes remo�=al of the slide material and stabilization af failed slope, roadway reconstruction, and drainage improvement in Clay and Macon Cotmties, North Clrolina. Throu�h coordination with the i'orest Service, we have identified a Cherokee Trail of Tears . location near the intersection of Tuni Gap Road and Cho�a Road and one kno��m sensitive area to be avaided. The enclased tocation map identifies tlte area of potential effect (APE) �vhicit includes the disaster site repair locations and proposed/potential stagin� arels. The second map identifies the areas of concern that would not be disturbed during constriiction. The location of the Cherokee Trail of Tears and the one l:no�vn sensitive ar�a are not located at the disaster sites; therefore, they tivould not be impacted by this project. The praject plans and specifications woiild indieate that these locations must not be disfi�rbed during consti-uction. �lso, an � archaeological monitor would be onsiie during all ground disturbing activities. . "1'l�e FIIWA l�as deternained that there �vauld be: no adverse ef'Pects to cultural resources as a result of the proposed actit�n. The I� H WA respectfully requests your re��ie�v of the praposed project and concurrence «rith our determination. Cnclosed you �vill find photos of the disaster sites and the hvo location maps. The FHVWA respectfully requests the f'avor oEyour response within 30 days of receipt of this (etier. � [f yoti have any questions, please contact Ms. Lisa Landers, Environmen[al I'rotection Specialist, at Lisa.Landers cr,don t.�,ov �r (571) 434-1592. Sincerely, . / _ i� Kevin S. Rose �nvironmental Compliance Specialist - - �'nclosures - - - cc: Mr. Rodney J. Snedeker, Forest Archeolo�istlTribal Liaison, USDA f orest Service, 1lsheville, NC • Mr. �ndre�v IvI. Triplett, Ai•chaeologist, USDA Forest Service, Murphy, NC Mr. Steverson Moffat, Planner, USDA I'orest Service, Murphy, NC , � � �a. uS Depor tment of Transportation Federal Highway Administration Eastem Federal Lands 21400 Ridgetop CirGe Highway Division Sterling, VA 20166-6511 MAY 1 2 24"'�. In Itep(y Refer to: HFPA-I S CrRTiFiTD MAiL . Ms. Lisa LaRue Historic Preservation 017icer United Keetaowah Bancl ot' Cherokce [ndiarls P.O. Box 746 � . Tahlequah, OK 74465 Subject: Project NC CRI'0 FSR 2013-1(2), Tuni Gap Road Repair Nantahala National Porest - � Section 106 Consultation Dear Ms. LaRtiYe: This letter supersedes the letter dated May 9, 2014, which incorrectly identified the proposed road repairs in the .first paragraph of the letter. The Eastern Federal Lands High�vay Division, of the Federal Highw�y Administration {I'1-i��'Aj, in cooper�tion with the U.S.D.A. i'orest Service (Forest Service), is preparin� plans to repair 18 disaster sites on Ttini Gap Road (Route �440) ��ithin the Nantahala National Forest. Heavy rains in early 2013 saturated the area, cat�sing sfope failure. The work includes reinoval of the slide material and stabilization of failed slope, roadway reconstruction, ar►d draina�e improvement in Clay and h�facori Counties, Norlh Carolina. Through coordination with the Porest Seiti�ice, we have identified a Cherokee Trail of Tears lacation near the intersection of'I'uni C,ap Road and Choba Road and ane kn�wn sensitive area to be avoided. Tl�e enclosed l�cation map identifies the area o�P potenlial effect (APE} which includes the disaster site repair locations and proposed/potential staging areas. The second map identifies the areas of concern that 4vou(d not be disturbed during construclion. The location of the Cherokee Trail of Tears and ttie one kno�vn sensitive area are not located at the disaster sites: therefare, they �vould not be irnpacted by this projcct. The project plans and specifications would .indicate that these locations must not be disairbed dui•ing construction. Also, an -- ._ - - - - - - - . . � _ . .-- - - - - � . _ archaeological monitor �vould be onsite durin<� all ground dist«rbing�activities. � The FHWA has determined that there wau(d be no adverse effects to cultural xesources as a result of the proposed action. Thc FI-IWA respectficliy requests your review of the proposed project and concurrence �ti�ith our determination. Enclosed you will Pind photos of the disaster sites and the tt��o location inaps. The FH�VA respectfully requests the favor of your response- wiihin 30 days of receipt of this letter. � I:f you have any questions, piease contact Ms. Lisa Landers, Environmental Protection Specialist, tlt Lisa.Landersndot. T�ov or (571) 434-1592. Sincerely, � � �. evin S. Rose ' Environmental Compliance Specialist - --- -�Lnclosures __ - - - - - - - ._ . _ CG: • Mr. Rodney J. Snedeker, Forest ArchcoloaisUTribal Liaison, USD� rorest Ser�jice, Asheville, NC A�ir. Andre�� M. Triplett, Archaeolobist, USDA Forest Service, Murphy, NC Vir. Steverson Moffat, Planncr; USDA Forest Service, Murphy, NC i � - .. - - - — -- - � - � l � , � �� US Department of Transportation federal Highway Adminfstratton CERTI�IED MAIL Mr. Tiger Hobia Mel:l:o Kiale�ee Tribal "t'own P.O. Bos 332 Wetumka, OK 7�18$3 Eastem Federal Lands 2140Q Ridgetop Circle Highway Division Sterling, VA 20166-6511 Mt1Y 1 2 2014, In Reply Refer to: I-IFPP-1 � Subject: Praject NC ERTC) FSR 2013-I (2), Tuni G�►p 2aad P,.epair � Nantlhala Nationa1 Forest Section IOG Consultation Dear Mr. Hobia: This letter supersedes the letter dated ��[ay 9, 201�, which incorrect(y identified the proposed road repairs in the first paragraph of the letter. "fhe Eastern Federal Lands 1-Ii�hulay Division, of the Federal Highway Administration (FHWA), in cooperation �vith the L1.S.D.A. Forest Service (Forest Service), is preparing plans to repair 18 disaster sites an Tuni Gap Road (Route 440) within the Nantahala Nationai }'orest. Hea��y rains in early 201> saturated the area, causing slope f'ailure. The work includes removal of the slide material and stabilization of failed slope, r�adway reconstruction, and drainage improveme�it in Clay and Macon Counties, North Carolina. Throu�h coordination with the Foresi Service, we have identi:Ged a Cherokee Traii of Tears location near the intersection of Tuni Gap Road and Choga Road and one kno��Tn sensitive area to be avoided. The encloscd ]ocation map identif'ies thc area of patenti�l effect (AP�) �v}Iich includes the disaster site repair tocations and �roposed/potential stagin� areas. The second map identifies the areas of concern that would not be disturbed d�iring construction. The loc�ation of the Cherokee '1'i•ail of Tears and ttie ane kno�vn sensitive area are nat located at the disaster sites: therefore; they would not be impacted by this praject. The project plans and specifications �vould indicate that these locations must not be disturbed during constniction. Also, an archaealo3ical monitor would be onsite during all bround disturbinL activities. � The FHWA has determined that there ��rould be no adverse effects to cultural resources as a. result of the proposed action. The FFTI�VA respectfully requests your revie��r of the proposed project and concurrence with aur determination. �nclosed yoii «�ill find photos of the disaster sites and the t�vo location maps. The FHWA respectfully requests the favor ofyour response �vithin 30 days of receipt of this letter. { � � � { - i J ! i 1 I ! � tf you have any questions, please contact Ivts. Lis1 Landers, Li�vironmental Protection Specialist, at Lisa.Landers��dot.�ov or (�71) 43�- l 592. Sincerely, Kevin S. Rose i�nvirc�nmental Compliance Specialist � Enclosures -. cc: � . • � � Mr. Rodney J. Sneciekcr, T'orest ArcheologisU"I'ribal Liaisan, USDA Forest 5ervicc, Asheville, NC Mr. Andre�v M. Triplett, Archaeologist, USDA Forest Service, Murphy, I`'C i�4r. Steverson Moff'at, Planner, USDA Forest Service, Murphy, l��C , �� U�. Department of Transporfation Federal Highway Administration Eastern Federai Lands 21400 Ridgetop Circie Highway Division Sterling, VA 20166-6511 MAY 1 2 2��� In Reply Refer to: ETFPP-1 � CERTIFITD MAIL Mr. Aaron Mahr Superintendent NPS National Trails lntermountain P.ebion P.O. Box 728 Santa F'e, NM 57�04 Subject: , Project NC ERFO FSR 2013-1(1), Tuni Gap Road Repair � � �Nantahala National. �orest Scction 106 Cansultatioii Dear Mr. Mahr: This letter supersedes the letter dated Ntay 9, 2014, ���hich incorrectly identified the proposed road repairs in the lirst paragraph of the letter. The Eastern Federal Lands Nighway Division, of� the Federal Higllway Administration (FHWA), in cooperation with the U.S.D.A. Forest Service {Forest Service), is preparing plans to repair 18 disaster sites on Tuni Gap Road (Route 440) �vithin the Nantahala National Forest. (-Ieavy rains in early 20l 3 saturated the area, causing slope f'ailure. The work includes removal of the slide material and stabilization of failed slope; roadway reconstruction, and drainage improvement in Clay and Macon Counties, North � Carolina. Thro�igh coordination with the Porest Service, �ve liave identitied a Chero.kee Trail af `Tears location near the i�itersection of Tuni Gap Road and Chooa Raad and one known sensiti��e area io be avoided. The enclosed location map identifies the area ofpotential effect (APE) ti��hich includes the disaster site repair (ocations and proposed/potential sta�ing areas. The secand map identifies tl�e areas af concern that �vaulc! nat be disturbed durinb constructian. "l�he location of ihe Cherokee 7'rail of Tears and the one known sensitive area 1re not located at the disaster sites; therefore, they would not be impacted by this project. The project plans and specif cations would indicate that these locations must not be disnirbed during construction. Also, an archaeolo�ical monitor 4vould be onsite durin;� all ground dist�►rbing�aetivities. The FHWA has determined that there �vould be no adverse effects to cultural resources as a result of the proposed action. The FH1�VA respectful(y requests your review of the proposed project and concurrence with our detennination. EncloSed you ���il( .C►nd photos af the disaster sites and the t���o location maps. T"he FHW�1 respectfully requests the favor of yaur response �vitliin 30 days of receipt ol�this letter. � . � lt'you have �ny questions, please contact Ms. Lisa Landers, Environmental I'rotection Specialist, at Lisa.Landers a,dot.�ov or (�71) 434-1 �92. ,Sincerely, � _,_,_...--- . Kevin S. Rose � Environmemal Compliance Specialist - - - - •Eilcloscires- , _ cc: Mr. Rodney J. Snedeker, f orest �et�eoloc;ist/TriUal I�iaison, USDA Forest Sei7�ice, Asheville, � N� ivir. Andretiv M. Tripleit, Archaeoloaist, USDA For•est Service, Murphy, NC Mr. Steverson Moffat, Planner, USDA Forest Service, Murphy; NC 0 �� , I . � �� . US Department of Transportation Federal Highway Administration CI;RTii'I1?D MAiL Mr. Russell To��rnsend Tribal Historic Preservation Officer Eastern Band of Cherokee Indians �ualla T3oundary Reservltion 1'.O. Do:c 4�� Cherokee, •NC 28719 Eastem Federai Lands 21400 Ridgetop Circle Highway Division Sterling, VA 20166-6511 f A�AY 1 2 �1� In Reply Refer to: HFPP-15 Subject: I'roject NC �RFO TSR 2013-1(2}, "I'uni Cap Road E2epair Nantahala National Forest Section IOG Consultation Dear Mr. To�vnsend: '111is tetter supersedes ihe letter dated Iv1ay 9, 2014, which incon•ectly identifed the proposed road repairs in the first para�;raph of thc letter. The Ectsteri3 Federal Lands High�vay Division, o{' the Pederal Hiah�vay Administration (FHWA), in cooperation with the U.S.D.A. Porest Service (Forest Service}, is preparing p(ans to. repair l8 disaster sites on Tuni Gap Road (Route 440) u�ithin the Nantahala National Forest. Heavy r�ins in early 2013 saturated the area, causin� slope failure. The �vork inctudes removal of'the slide material and stabilization of failed slape, road�vay reconsttvction, and drainage improvement in Clay and Macon Counties, North Carolina. 1'hrough coordination �vit�i the I�orest Service, we have identified a Cherokee Trail of Tears location near the intersection of Tuni Gap Road and Choba Road and one kno�m sensitive area to be avoided. The enclosed ]ocation map identifies the area of potential effect (APE) �vhich includes the disaster site repair locations and pcoposeci/potential staging arz�is. "I'he second map identifies the areas of concern that would not be distuebed during consiniction. The location of the Cherokee Trail of Tears and the one known sensitive area are not located at the disaster sites; therefore, they would not be impacted by this project. The p"roject plans and specifications would indicatc thaf these locations must not be ctistiirbcd during coristruction. t�(so; an � archaeolo�ical monitor �votild be onsite during all ground disturbinb activities. The PI-1WA has determined that there �could be no adverse eftects to cultural resources as a result o1'the proposed action. The Fl-I4t'A respectfiilly requests your review af the prapased project 'and concurrence �vith our determination. Cnclosed yau will find pfiotos of the disastcr sites and the two location maps. The FHWA respectfully requests the fa�%or of your response within 30 days of recei�t �f this letter. � II'yrou have any questions, ptease contact Ms. Li�s Landers, Cnvironmental Protection Specialist, at Lisa.Landers(a�dot•�ov or (�71) 434-1 �92. . � Si��cercly, . � � i Kevin S. Rose Environrnental Cnmpliance Specialist - - -- Enclosures -- - - - -- - - - - _ . . _ _ cc: � Mr. Rodney J. Snedekcr, f'orest Archeologist/Tribal Liaison,"USDA Forest Service, Asheville, NC - Mr. Andrerv M. "I"riplett, Arcl�acala�ist, USDA Forest Service, Murpliy, NC Mr. Steverson iVloffat, Alanner, USDA Forest Service, Murphy, NC m , 0 f , - ; - - --� --- - - - -- -- --- -- -- - - - - � - ---- -. _ - -- :- - - - -- -.. _- - � ---- ; � � E From: I i� laRue-Baker - UK8 THPO To: Landers. Lisa IFHWA) Cc: verna; Emestine Bem Subject: NC ERFO FSR 2013-1 (2), Tuni Gap Road Repair Date: Monday, May 19, 2�14 31:29:59 PM The United Keetoowah Band of Cherokee Indians in Okiahoma has reviewed your project under Section 106 of the NHPA, and at this time, have no comments or objections. However, should any human remains be inadvertently discovered, please cease all work and contact us immediately. Thank you, Lisa C. Baker Acti�g THPO United Keetoowah Band of Cherokee Indians in Oklahoma PO Box 746 Tahlequah, OK 74465 c 918.822.1952 ukbthpo-larue@yahoo.com This email and any files transmittecl caith it are confidential and intended solely for the use of tne individua_ or entity to whom they are addressed. If you ha�ae received this emaii in error please r.otify the system manager. T.�is messaq2 contains conficlentiai information and is intended only for tne i^dividual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sencier immediately by e-mail if you have received this e-mail by mistake and delete t:�is e-mail from your system. If you are r.ot the intended recipient you ar� nofiified that disclosing, copying, distribtating or takirg any ac�ion in r�liance on the cor.tents of this information is strictly prohibitec_1. ' � • • • � 1 • � • � • . • � :_ � '� : v: � � ±r � Gomplete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. o Print your name and address on the reverse so that 4ve can return the card to you. �,4ttach this card to the back of U�e mailpiece, or on the front if space permits. t. ArticleAddressedto: A. Signature X - i�vl,'�,, 6. Received by ( Printed Name) D. Is delivery address different If YES, enter delivery addr� ; m Complete items 1, 2, and 3. Aiso complete ❑ Agent , item 4 if Restricted Delivery is desired. • ❑ Addressee m Print your name and address on the reverse C. Date of Delivery so that �^�e can return the card to you. • � Attach this card to the back of ihe mailpiece. or on ihe front if space permits. �'.���.P t- ArtideAddressedto: .. I � L - � ' ....1v4� ^i `���. ilCili��� l`'ltll�� 1��iC. 11`�('i' �'jU�.�l£1 � . I�iale��ee "Tribal "l�o�vit i. �d���...- ;�`�� National Pa►�k Serv��e .,,., "--.�:ti,.;,::.=" � Natit»�a11"rails lntermountain P.e��. P.O. QO\ JJ_ 3. ServiceType � , �?�%elumka, OK 74SS� C�Certified Mail ❑ Express Mail ; P.O. 130� 728 �7 Registered ❑ ReturnReceiptforMerchandise S�ilt21 f'c'; ���1 �'�5d=� O Insured Mail ❑ C.O.D. �1. Resfricted Delivery? (Extra Fee) p Yes � A. Sign<ture'�' � '' X . \ , � — ❑ Agent � ❑ AdGre [3. Received by ( Printed me) G Date of Del . ;.. - � � �- c.. D. Is delivery.address different froin item 1? ❑ Yes � if Y6S, enter delivery address belov+: O IJo g,� ! � r� 3. Service Type� . ' • �Ce�tified Mail` ❑ Express PAail Registered �❑ Return Receipt for Merchandis ❑ Insured Maii ❑ C.O.D. 4. Restricted Delivery? (Exfra Fee) ❑ 1•es —' � 2. �itic��Number 7011� 20�0 0�02 27�1�8 b852 2. Article Number -� � 1� 2 � � � � � � 2 21, 2 6 � i� 1 � (rr�ns/er lrom se�vice 7abel) _ �---- -_ (fransfar from sen�ice labe� � _ —�- , __ '_ _ �— --._.�—. __—_ � ?S Form 3811, February 2004 Domestic Recurn Receipt �oz5es-e2�re��eao � PS Form 3811, February 2004 Domestic Return Receipt to2595•o2-n4-i,• ■ Complete items 1, 2, and 3. Also compiete - item � if Restricted Delivery is desired. s Print your name and address on the reverse so that �:ve can return the card to you. o Attach this card to the back of the rnailpiece, or on the front if space permits. i . Article Addressed to: ��is. Lis.i (..aRue United Keetoo���ah 13ancf ot Ci�crol:ee Indians P.U. 130� 746 'I'ahlequah, OK 74=�<� A. � nature � m Compiete items 1, 2, and 3. Also complete f���"�`�{"�� ��+,�i x� ❑ Agen� � item � if Restricted Delivery is desired. '��'• ��^b�, , j�:{,.�''.-,..;,..=�r�' ❑ Addressee � a Print your name and address on ihe reverse 8. Received by (Printed Name) C. Date of Deiivery so that w6 can return the card to you. _ � n Attach this card to the back of the mailpiece, ' or on the front if space permits. D. Is dUlivery add�ess dif(erent from item•1? ❑ Yes If YES, enter delivery address below: "`,O No ;�� Article ;;ddressecl to: ' �i �� .._�. � �� , 1'��ll'. �illlll�lll �}��lll] � -�;, ,i � Muscobce C►�eek N�tion � ' Cultur�l Preser�-ation Office 3. Service Type `�-,,. - � `�f ' � 6i'Certified Mail 0 Express Maii � ' P.�. HU\ J S� 'b Registered ❑ ReturnReceiptforMerchandise �Cllllll���C, �� %�'�=�7 O Inswed Mail ❑ C.O.D. ' 4. Restricted Delivery? (Extrz Fee) ❑ Yes A. B. ❑ Agent by ( Printed Name) � C. Dy�e of � /, ' = 7 J`Cn_ G /.L—�f � �_l /�,L Q. Is delivery address different froi4i dem 1? r7 �fe: If Y6S, enter delivery address belov✓: ❑ No 3. Service Type Certi(ied Mail Registered ❑ In,ured Mail ❑ Express Mai� ❑ Return Receipt for PAercliandis ❑ C.O.D. 4. Restricted Delivery? (Extra FeeJ ❑ Yes 2. Aiticfe Number 2. Article Number (fransferfromservice(abel) 7011 20�0 0002 21,26 8D04 70],1, 0470 Q0�0 �4�� 8550 __-- ---........__._ (I�ransfer l�om service labe!) PS Form 3811, February 2004 Domestic Return Receipt iG2�95-OZ-"�t-95a , PS Form 3811, February 2004 Domestic Return Receipt �02595•o2-M-is• c J i � Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. a Print your name and address on the reverse so that we can return the card to you. a Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Mr. l�ussell 'l�ownsend Eastern Band of Cherol:ee Indians .(�ualla Qoundary Reservation P.O. Bos 4�� Cherokee; NC 28719 A. Signature X � � ❑ Agent O Address2 8. Received by (Pnnted Name) C. Data of Defiver � �. D. Is delivery address different from item 1? ❑ Yes'� S if YES, enter delivery address belo�r�: ❑:Mo �� � � • . � 4 ,. . � 3. Seriice Type . . > � �'Certified Mail ❑�Ezpress Mail " ❑ Registered ❑ Return Feceipt far Merchandis� ❑ Insured Maii ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. ARicle�Jumber ?p],1 20�0 0002 2135 4875 (franster /rom service Iabe1J �; ; PS Form 3811, February 2004 Domestic Retum Receipt _ io2s`ss=oz-nit=ts�% 0 � N ERF 1 -1 ���� �����t � u �y ��, �01� �� ;i., r� � � � , �� �� �•��tti � �',�:, ,. < � ��� , -,,, ,� ''� � � ���� � r �; . �� `4..s „��. � !+' � , � ,� `. �, �� 4 . „�. - � ��, ?. �,� ��i'„�,� ����: �y�/�r� . * �_ �+ � ��� ��` �.�, ^}� :, �,y R+ �' �� � �� � �`,y++�~ �r r��\lK.� . 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"t�a; . � ..�� �. ti ; � ;�"► �1 � �.� �`� k ' �� � y� =_M � �t , i �. �'' _ '�4(� '� �'� ��j�l �'•~ ,� ��_� � S •w - �; � �� i.� . � �,� . . y -♦ ' . �" � �.•. 7'.: � _ � ' '�.+' '$! �j([�� , . . . ,L� i4. ♦ �7 � '1�.��I� �.� J. �� �. � =�_ ���, �..�;�►'�.; �f �..�� ,. - -��,�,,f 1. - �4�- `-� � ` �^ r �- .- 1 � ��►'`'- � ��-S �; ,`"f.;� i^'°_`��,J�3s ��, f. - � � '� � � 5�,� c. . �5 T j �1 �� -� � '� y ,z � . � '� � r� � �, . �,,;� ,� � ��, . � ��'. "'t� , - • ; ,y , �.. � � � � ,. '�. . ..+�� `, ,;t ��. a �3�: r � � �� . � v � .� S� , 0 W i _� a $ 0 � � . -, � NC ERFO FSR 2013-1(2) Virginia Q��y. �\a9e Green oro 1 6 � Ral h Charlotte 1 • 4 Jacksonville Q QO 12� o a SCALE IN MILES O�e c�` . P��a KEY MAP STATE OF NORTH CAROLINA .`L/ o�:o ���������� �� ��������\������ Jl ' JU JLI� JLi � 1'�1 JLa JL JL JL `�.� JL JL �!']1 � 1�]� J11� 1�'1l � d. �! �� JL JL� 1]1 JL �� 1�I � � � SHEET DESCRIPTION � NO A1 Title Sheet A2 Symbols And Abbreviations A3 Location and Traffic Control Map A4-A8 Survey Information B1-64 Typical Section C1-C4 Tabulation of Quantities/ Summaries D1-D32 Plans And Profiles K1-K14 Drainage Cross Sections M1 Erosion Control Narrative M2-M12 Erosion and Sediment Control Plans S1-S14 Standards And Details . Tl-T106 Roadwa Cross Sections INDEX TO SHEETS PLANS FOR PROPOSED PRO�ECT NC ERFO FSR 2013�1(2) DESCRIPTION OF'PRO]ECT IMPROVEMENT: Construction of inechanically stablized earth walls along Tuni Gap Road, aggregate surface, installation of culvert<. and other miscellaneous work. PRO7ECT LENGTH: Approximately 0.85 miles at 18 sites along Forest Service Route 440 LANE MILES: 0,85 miles ROAD: Tuni Gap Road (Forest Service Route 440) WIDTH TYPE SURFACE: 14' Aggregate BASE: Varies Existing ROADBED: Varies Existing NC ERFO FSR 2013-1(2) DESIGN DESIGNATION: ADT (2015) 150 ADT (2025) 180 DHV � N/A D 50/50 %Truck N/A V (MPH) 20 C/A None e(max) N/A SPECIFICATIONS: "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects", FP-14. RECONSTRUCTION OF 18 SITES ON TUNI GAP ROAD (FSR 440) NANTAHALA NATIONAL �FOREST CLAY AND MACON COUNTIES, NORTH CAROLINA . .. �, . • � . � i Know whaYs beloW. C1�� before you dig. �9 3% P LA IV S PL'ANS PREPARED BY U.S. Department of Transportation , Federal Highway � Administration EASTERN FEDERAL LANDS HIGHWAY DIVISION STERLING, VIRGINIA AUGUST, 2015 DISASTER NO. NC2013-2-FS Abutment Abut. Mainline M.�. . STATE PRO]ECT SNO T Material mati. EXISTING PROPOSED Aggregate � aggr. Maximum max. � NC NC ERFO FSR 2oi3-1(2) A2 Ahead AH Alternate alt. Mile[Kilometer7 post M.a[K.P.] RIGHT-OF-WAY LINE R��� R/W _......... . Average dally traffic ADT Minimum min. EXISTING PROPOSED Monument mon. or MON _�_ F�: �a R�r . eack BK Mechanically stabilized MSE RIGHT-OF-WAY LINE — e Balance point BP embankment with MONUMENT FENCE x-------------°-X XX XX Bearing br9. FOUND PROJECTED Original ground OG Beginning beg. GATE wlth FENCE —R�c;�X— —XXNXX— Bench mark gM Out to out o. to o. $�1 38 (� 31 , ______ outsidediameter OD SECTION CORNER �� CATTLEGUARD �"-- � Centerllne � On centers o, c. 1 B 1�l 6 ��-�� Center to center cc, rc or c. to c. 15 16 GUARDRAIL :z.. _.r.a... ._t;_ _= t. _.r.:_. _ Genters � �t� Normal crown NC or NCR Clear clr. North N �q SECTION CORNER '"O" �� MEDIAN & SIDE (CONCRETE) BARRIER C.... ......a .._.. _I._ -.. i.__ _I 22 22 Column � � col. Pavemen[ pvmt. • ' _ . Connection conn, phato monument PHT �16 SECTION • --�— pOST MOUNTED �" 3�s T '�r Constructlon jolnt Constr, jt. Plate pl. � SIGNS Cont�nuous cont. Pointofcompoundcurve PCC • No Symbol PORTABLE No Symbol 1T' Corrugated metal pipe CMP Pointof curve PC PROPERTY CORNER - Culvert culv. Point of curve to spiral PCS or CS wall face Curve central angie p� Pointof intersection pI PARCEL NUMBER No Symbol 4�0 RETAINING WALL ---�„�-°----�,�---- -,,,�--- (spiral curve transitions) Point of spiral to curve PSG or SC Curve total angle p Point of spiral to reverse sRS � P/E C/E (curve delta ordeflection) spiral EASEMENT (Permanent - Construction) , , OVERHEAD(POWER POLE) UTILITIES Point of spiral to tangenc PST or 5T P=Electricai for transmission line -�'- - I�- --- P • oesiyn hour�y voiume �HV Poine of tan enc Pr , - E=Electrical for distribution line Design speed V 9 ROUTE NUMBERS Q6 Q �g Diagonai diag. Point of tangen[ to spiral PS or TS T=TelephOne, E&T=Joint Electrical and Telephone Diameter D, dia., or Point on curve PoC INTERSTATE U.S. STATE FO=FIbre Optics Point on s iral POS Diaphragm diaph. point on tangent PoT SUPPORT POLE with ANCHOR �;.-=i Distance dist. • Drewing(s} dwg(s},ordnvg(s) Radius R ------_, - TB o� TP TBO�TP Drop Inlet DI Range R. TOP OF CUT ' "---- '�- �"' . TELEPHONE BOOTH or PEDESTAL ' Reinforcement(refnforced) reinf. SLOPESTAKE ���'���__ �"' � East E TOE OF FILL -- _���---'�- ` Edge of avement EP or EOP Required reqd. ' P Right Rt., rt.or RT TRANSITION -� " — �" - � _ �- ' �" " "� " �-- . � STREET LIGHT o {,� or � o---� OC � Elevation elev. Righ[-of-way R/W Elevatlon with number EI. 94.161 EOP .� -" -- �- `- UNDERGROUND UTILITIES [el. 9a.16] Roadway Rdwy. � . -_ .__ _... __ -- -` _ _ _ �"` . G= as, 0=oil, P=power, SA=sanitar sewer, - - - � �``' � - - - —� W � ROADWAY, EXISTIN6 EOG . ---' ��"" g Y Embankment emb. Route Rte. ___ - , SS=storm sewer, T=telephone, W=water End sedion es section Sec. '"' -' �- E=electrical, FO=fiber optics Equation EQ or eq. � South 5 SINGLE TRACK . �-- -� Excavation exc. Spacing, spaces or spaced spa. RAILROAD _ BRIDGE j__.. __. _.� � Expansion joint exp. jt. Spiral cen[rel angle s MULTIPLE TRACK , _. ___ __ scandard std. PIPE CULVERT (arrow shows Flow) - m- �� � ���� Finish fin. Station Sta. ' Flange flg. --_ PIPE CULVERT with END SECTION D-- ---- -- -- j�i��s������ Footing ftg. Stiffener stiff. TRAI L --" -- �----� �-� Strin er st r. ��������� Galvanized 9 9 PIPE CULVERT with HEADWALL I- ----- galv. Structure struc. Gage(gauge) 9a• SuDerelevationrate e INTERMITTENT DRAINAGE/ SMALL CREEK —._...— —`��— CULVERTwith DROPINLET ---- ��������� Geosynthetic Reinforced Soil GRS Symmetricai sym. - C Headwall hdwl. Tangent distance T SPRING _ ----- — tiexagon hex. ([angent len9th) _ ��� BOX CULVERT _ _ _ __ __ _ � _ High water � HW Tangent distance Ts � —'� — � —y� �- ..-- � � �� (spiralcurvetransition) LARGE CREEK/RIVER — ,J — — � —. — UNDERDRAIN . Inside dlameter ID "� � t- -- I oo t- ---i �� UD �--� Temporary benchmark TBM _ _ ....... _. � loint Jt• Tem ora constructlon TCE '���. �- � BUILDING P rv LAKE, POND or RESERVOIR; MARSHLAND / � ----- -, I Lamination lam. easement � � - _ Latitude lat. Thread thd. � � -� • �L�.�✓ Left It., Lt. or LT Township T. ,1 TREELINE; TREE �'�'�v `-� �-�."'Y•, r�- `�� Leng[h of curve(simple curve) L Typical typ. � � ti> Length of curve �c Vehicie per hour vph PAVEMENT REMOVAL/ROADWAY OBLITERATION -"�'�f (spirel curve transiUon) Vertical point of intersection VPI Length of spiral �5 wesc yy AREA PATTERN pR0)ECT SPECIFIC SYMBOLS AND ABBREVIATIONS:— Longitudinal(longitude) long. FULL DEPTH PAVEMENT Low water LW NATIONAL BOUNDARY —"—"—"�' MSE - Mechanically Stabilized Earth STATE BOUNDARY — - - — - - — - - — • SIDEWALK ASPHALT/CONCRETE RECP - Rolled Erosion Control Product CMP - Corrugated Metal Pipe COUNTY BOUNDARY —�—�---�— � MILL AND OVERLAY CITY BOUNDARY TOWNSHIP or RAN6E LINE � / / / / / / / / / SECTION LINE _ OVERLAY 5F i/4 SECTION LINE � - - - . �. �!16 SECTION LINE _ — SILT FENCE �--� NATIONAL PARK or DB F O R E S T B O U N D A R Y �������������������������� � � � �- P�� D I V E R S I O N B E R M —�-7--i—i PROPERTY LINE DIVERSION CHANNEL TRAVERSE POINT (Horizontal & Vertical) T-45 Top of Triangle Points North 2�59 CHECK DAM �'�. TRAVERSE POINT (Horizontal) T 3 � � U.S. DEPARTMENTOFTRANSPORTATION � RIPRAP/CULVERT RIPRAP FEDERALHIGHWAYADMINISTRATION BRASS. CAP ' EASTERN FEDERAL LANDS HIGHWAY DIVISION � STERLING, VIRGINIA BORING LOCATION _� g-1 STEEL PIN � NANTAHALA NATIONAL FOREST TEST PIT , ;�TP-1 HUB & TACK O " SY��O`S AND 99 9 NORTH ARROW x ABBREVIA'i'IOMS SPOT ELEVATION � X COORDINATE GRID TICK � MATERIAL SOURCE RJ� � j i� . � W � � � � � TO ANDREWS � (9 MILES) TO NANTAHALA LAKE > Install barricade type 3 �(Phase 1) (Phase 1) � C � � a� v A NANTAHALA LAKE O MP 5.247, SITE 17 � Existing Forest _ Service gate MP 5.404, SITE 18 � � - � - �'--- J •`' -" \ Macon Countj,� � � _ _ _ _ / - � � ' "MP 4,837, SITE 16 ��' �' /�Clay County '�_�� MP 4.383, SITE I S 0 MP 3.57, SITE 13 �0� ` MP 4.196, SITE 14 � � MP 3.509, SITE 12 „ � MP 2.490, SITE 10 MP 2.358, SITE 8 - MP 1.676, SITE 6 MP 1, 243, SITE 4 MP OJ88, SITE 3 � MP 0.0158, SITE 1 � Instal/ barricade type 3 ❑ �-- � TO HAYESVILLE (9 MILES) / �--�---- MP 2.541, 5 TE 11 - MP 2.437, SITE 9 MP 1.977, ITE 7 �- MP .476, SITE 5 MP,1J.37, SITE 2 .J�/ � ,. �l 1 Notes: 1. Construct in two phases. Begin with sites 17 and 18 as phase 1, and sites 1 through 16 as phase 2. 2. Mount "ROAD CLOSED" sign on barricade type 3. 3. Place warning signs and barricades to fit field conditions as directed by the CO. 4. Cover all signs in conf/ict with this signing plan. 1 ROAD ❑ CLOSED. MUTCD No. - R21-2 48" x 30" = 10 sqft Black on Whrte ROAD CLOSED � _ MILES AHEAD LOCAL TRAFFIC ONLY MUTCD No. - RI I -3 , 60" x 30" = 12.5 sqft , 8/ack on White o ,000 2000 SCALE IN FEET . L w � � � Note: m � Azimuth angle shown is based on ° North axis aY clockwise rotation. SIteS 1 & 2. Project Coordinate System Coordinate System: US State Plane 1983 Zone: North Carolina South (3200) Datum: NAD 1983 (conus) Geoid Model: Geoid 12A Site 3 Project Coordinate System Coordinate System: US State Plane 1983 Zone: North Carolina South (3200) Datum: NAD 1983 (conusj Geoid Model: Geoid 12A - �..=--`R -� � 9�,9,.t� �---- a- ~ ----~ �' -- - _ _ _ � 9 - , __�''-'0• _ _ _.._..._ n . . -... - P�-- . 3 -- � ------ / ✓ . -- --------- . . - �� o , .. ,- ' � - ' 97.1 ' ^--„",,,.. , .�..__._... _.. , ,..:._...__._..._-,- Az 93. - Tf3AR 410L N / / .,y � ` _ � _ _ ./'� •• °r '^.! �,,. _.. ..���� � �_� ./'--• ---- --- _ - 133.3;, o .. � Q%'�2`6 - - -�" � � � �Ay _ � From CP 4202 TE3AK 4201 N ' ' • • o TBAR ( i t�? 3 4?i7G �� ' ti titi3. ' , ''I° Pb ,;�,;'o �';e'�ti � ��l N �; �f e t-,�' �' � .+� � ; 9.•7 6� TEiAR , , ; , Py 2A9' - <�205 ,� 7.5' N 1,'� �tt � 225.3� � � ��;� „ 64.2' �'' Az 349J° /,' ; ;; , / � � 37.4' Az 163.8° iC3AR 4203 7Br1R 4202 N l/ � Y :;', f, {{{ � �-t��;;-'�� 1 J �Mn /� �` 0.8' ",.,...._.AZ 90.2° J ,�' / '��,�%, � ,�,`;�% � .l.,ii i ,� ;:� ° TBAR 4302 p f�/ ' %r%� F / /'', .%/,; �';��;f , �F // .%• � From CP 4302 � � � h', /,�r ; �� �, �y'��Y . ry�4 �P I j, ���, ' TBAR -��,' j 4301 No Scale - 0 � ,■ 1 Sites4&5 Project Coordinate System Coordinate System: US State Plane 1983 Zone: North Carolina South (3200) Datum: NAD 1983 (conus) Geoid Model: Geoid 12A Numbe Northin Eastin Elevation Code 4401 528010.902 595611.122 2489.944 TBAR 4402 528227.461 595700.424 2511.298 TBAR 4403 528366.906 595743.228 2526.181 TBAR 4501 529171.125 595935.792 2532.732 TBAR 4502 529253.57 595989.233 2529.046 TBAR 4503 529292.96 596152.53 2529.983 TBAR Sites 6 & 7 Project Coordinate System Coordinate System: US State Plane 19$3 Zone: North Carolina South (3200J Datum: NAD 1983 (conus) Geoid Model: Geoid 12A Numbe Northin Eastin Elevation Code 4600 530708.329 596313.493 2556.894 TBAR 4602 530067.938 595981.128 2532355 TBAR 4603 530203.587 596048343 2538.850 TBAR 4701 531346.125 596328.267 2578.596 TBAR 4702 531495.142 596341.661 2583.199 TBAR 4703 531631.986 596386.555 2588.315 TBAR 4704 531838.081 596517.042 2596.068 TBAR Note: Azimuth angle shown is based on North axis at clockwise rotation. � `� �`�, F 'E ' � ;�;, _ --�_:_;�2°6.5°� - -__�-' " N � i From CP 4702 i ; ;, � � �'r ; �; � ��� I i'O i�!� w� i �i� i ��Q l,+� . ;/ TBAR 4i01 x a TBAR a�'�'% 460Q ,�P� � TBAR 4503 - From Culvert � 18" CMP � N `�,� , � � J li , �.ei r N\�lT� t ��, O h w��:k.'+ �y0 'hti .� _ ' ��,�1 i,*.Q'ry � '� , , ¢ `�' _% ' � � � , TBAR 4ifl2 N TBAR 4602 � TBAR , �(��, , 44 (73 �`�- /�:r � /I � ;;, (,, !. i.'; � ', �'��� �9.8� ���qz 86.5` ' ��" �r`P ��y �' S � , , , TBAR !��, __ _ 4402 N I,' � �r l.� /�,,� �' ,"ri��b �,' . / /��ry�a,; � �;� , i' b% I / ' ,Y"� /Ob ` TBAR �jPti 4703 '° N - /, f,' � , / , , �'i�b . 3g ti�'� ��ti ; ����,'�� TBAR 4603 No Scale �"� :,^-�/� . :��/ � '„ ,J�';/ , ,,;,� From BH B-10 � %�� I, .�p�� � ij6�' � � ^ I r� ;1 ' a � TBAR '' 44t} 1 _ _ i N -�: , •i''�� � 6 � �� � i /��A. , , ,� ;; n � w if h � q ' ,P,�o •'�' , TBAR � 4704 Sites 8, 9, 10 & 11 � Project Coordinate System Coordinate System: US State Plane 1983 Zone: North Carolina South (3200) Datum: NAD 1983 (conus) Geoid Model: Geoid 12A Numbe Northin Eastin Elevation Code ! 1001 533661.940 597205.069 2665.369 TBAR ; 1101 533879.826 597348.283 2673.282 TBAR j 1102 534026.383 597381344 2679.988 TBAR ; 1103 534263.332 597343.885 2686.859 TBAR ! 4800 533564.294 597231.691 2663.358 TBAR ! 4801 532848.278 597220.612 2641.037 TBAR ' 4802 533075.674 597214.151 2648.085 TBAR 4901 533258.292 597170.180 2651.559 TBAR 4902 533365.695 597214.504 2657.497 TBAR I 9000 532958.527 597223.351 2644.201 NAIL j Sites 12 & 13 Project Coordinate System Coordinate System: US State Plane 1983 , Zone: North Carolina South (3200) Datum: NAD 1983 (conus) Geoid Model: Geoid 12A Numbe Northin Eastin Elevation Code 1201 538562.495 597654.336 2965.272 TBAR 1202 538667.406 597720.474 2968.577 TBAR 1300 539120.200. 597504.761 2985.907 TBAR 1301 538784.548 597721.969 2971.391 TBAR 1302 538941.163 597626.076 2977.449 TBAR 1303 539211.608 597379.348 2989.147 TBAR Note: Azimuth angle shown is based on North axis at clockwise rotation. NC N � j i- From CP 9000 � ;� ; N x '' i � / i , ' ' mIp �,'� � �i � � . N 1 1 \ � . '� �� a . ,� � , � � ; i 46.5' . � I i�¢ N w ' I!. � �� r: a_;-- _"".' ,'._.._.._��,•Az 85.4° � 48 __�r" CMP i i m �,� 6' �.- t, 24' w ',o � i � i �y ti1� � I I� �_` qz 257.6°` 1.... i� � i � P� i � � ,� ', , � TE3AR ; �! f9AIl. ;�i � TBAR TF3AR � asca , � �a000 ; � , asoz a�a�. ,��`, N � , ry� � ��� From CP 1101 i� � �� � � t; � T�r4ri '� aic,z �' ' N % ','P' '��,.., ,' �� ���� . ti From BH 8-24A '�, TD�1R , izoi ' � `�B� � ' ti , . � �` , a;`; �� ' . � � 33.5�_- ,' �. �,� '� 100. �I v �H� � ' �� , �a G N � Tr�aR � �° ` I 1302 `D, \. �. I � i � From CP 1102 I ��'� ��N �iW ...��o �T'8AR II ��� �.ao3 i;i� N � ' ', � � �, -�. ; � �'�Q , J$..c , M�- - - -�. _ �- ��� _-.. � r '`,. ` ' �.,_,. � �' �f"� , ' � . N � ��:'�° � - . . -,, �. : /��.�' "`" � T6AR ' ;�aH �2c,z -�. � x � � ' �; \ � ` ` ' �._ • ?agH', � , s'� \lg�� CMP 6�• 1�� A�2gI, �` �� � ` , ryq'� , � . e�. �'�':'� ..._/ T3AR 1300 � x l � �. .`\`,�,�,, , ;., ; ., ��,� �1� ' o� � � ', '' '9� . , � ,rti. ryj `�'� 7BAR �� �N i3Q1 � N , , \68, �,,��V�� �OR��\ \ 75,6^- ` _\� � � � . _...._...._.__-� - . 272.8° _-'`--..`>-$; -�.. . _ . TF3AR " _ 1303 No Scale . m Sites 14 & 15 Project Coordinate System Coordinate System: US State Plane 1983 Zone: North Carolina South (3200) Datum: NAD 1983 (conus) Geoid Model: Geoid 12A �Numbe Northin Eastin Elevation Code 1401 541253.571 596398.964 3121.792 TBAR 1402 541378.181 596336.248 3131.161 TBAR 1403 541453.008 596552.911 3153.497 TBAR 1500 541588.684 596737.189 3181.030 TBAR 1501 541903.523 597067.842 3216.650 TBAR 1502 542047.874 597006.335 3226.519 TBAR 1503 542232.885 596955.793 3250.803 TBAR 4102 541128.959 596461.682 3131.172 TBAR Site 16 . Project Coordinate System Coordinate System: US State Plane 1983 Zone: North Carolina South (3200) Datum: NAD 1983 (conus) Geoid Model: Geoid 12A Numbe Northin Eastin Elevation Code 1601 543816.097 596922.981 3485.945 TBAR 1602 544047.441 597164.446 3498.395 TBAR 1603 544249.147 597273.039 3505.672 TBAR Note: Azimuth angle shown is based on North axis at clockwise rotation. N � From CP 1401 .,` /- - �� N `W wW,,.� w ;,� . ' o` TBAR �ioz . , ,-q- N `� � � ��� ,W \ � �°`\ � \ ' � \�,„\ � I � � ' ,..��; TF3AR �•�ci li x �.� • I �;' �`I ♦ / t Y i,-�` . � � � � ,� ro . � �b .`a p Cj� I �Q � �C ' TBAR �5�1 i . � rr ,/,• , � , , FROM CP #1601 � '� _\.% a 33�`ti�� {� � P � . � TBAR ieoi N `', � I � ,$ � � ` ( � � , `� �` - , `` 1 r`-�, 18�'' ` .2 Zq9 3 1 <� � �� ..d, Pz CT� .r,aa� � ��� � TBP.R �`, � t502 �,.-, N, , i , � "a"�-' :i�' -,-� ,_� / '� I / �l J . / ' � • Y���� , / / . r� P�' // ' ;;.�'` ti;� C ' , v / �Opi a, il 'Je, ' ,, /,ti'r .ti /, ,; �, �CMA � � P TBr1k '� �" i6oz � /, �k6 _ �5 .n', � / P� � . � 'i � ' ,. , � ,. s3.a - �'-9s-�!-__'�izsa:i° TBAR iaa� x . . \� , ��� H � : �; , i;y �.� � �,,�. To CP 1502 �. 1' '� TBHR 1'•. l�' ' 1503 No Scale � i a ,. ` � Sites 17 & 18 Project Coordinate System Coordinate System: US State Plane 1983 Zone: North Carolina South (3200) Datum: NAD 1983 (conus) Geoid Model: Geoid 12A Numbe Northin Eastin Elevation Code 1701 545745.987 596911.141 3449.811 TBAR 1702 545611.149 596803.422 3435.451 TBAR 1703 545502.851 596626.335 3424.279 TBAR 1801 545873.539 596592.013 3401.590 TBAR 1802 546017.508 596520.249 3388.479 TBAR 1803 546230.988 596414.222 3375.908 TBAR Note: Azimuth angle shown is based on North axis at clockwise rotation. \ / N / To culvert � � //� � / �.^, Y,. 399�' '"�.�-`-'`.�.._ ,� � 3 � - - ., ,�'y5 152.2��:- .. ,% P -..Ay �3•4' ��� ..r To culvert ' iBAR I703 N \ `` �,�,�Q N,1Iv ��',0� - o � � � �, o; - , o;, ��'., � �s �`r�.r. \', �9� . e` 4�� 1'� r ', ', � TBAR 1 � I _ saoi i__ � � � / x � � -' ; " .� .. `,lX /^�� � ` i 69•5 ""o'� j, �y,� :PZ•2�9.2 •'; �, o ,� i. � o, W ,' .'/ y. ��, ' ' '� ti , 1� � E f�;/ Q� . ' .� , ' �'�'' - _ � . 7BAR --- 17Q2 N ` � \ ,` � '\ � •`4�w �, N ,l �r.,� � o\� . ,�o�-� 5' �� � TBAR � � ', � ', _ �'. '', ', 1802 _ --` �. ` ` � N �.. \ \',\`\ =�\ ' ; \ '�� \ ' �. ��.; t \ � N ��\ To culvert . , ��� �� . \ No,Yy` `\�'�\�o �,,��1, , "''�� TBAR ,,, � o �\�. � ',\803 No Sca/e � 0 � W 3 � � O h � � \ \ \ \ \ \ \ , � \ \ � Existing ground \ \ \ \ t � _� \ \ \ Embankment � \ \ � Limits of clearing and grub6ing (Varies) � , Pro�le Grade Line v•� Tuni Gap Road �4%— � NOTES: 1. Grade roadside ditches to drain (0.5 percent minimum slope). 2. Establish turf according to Sections 624 and 625 on all slopes. 6" Aggregate surface course � � ' —�i' jli. I I 14' Traveled way Lateral limits of construction NORMAL CROWN SECTION Site 1 Station 0+60 to Station 1+00 Station 3+00 to Station 3+40 Site 2 Station 1+25 to Station 1+75 Station 6+75 to Station 7+00 Site 3 Station 1+00 to Station 1+25 Station 5+75 to Station 6+00 Site 4 Station 1+00 to Station 1+25 Station 3+00 to Station 3+50 Site 5 Station 0+10 to Station 0+50 Station 2+35 to SYation 2+85 Site 6 Station 1+00 to Station 1+25 Station 2+50 to Station 3+00 Site 7 Station 1+75 to Station 2+25 Station 4+50 to Station 5+00 Site 8 • Station 3+75 to Station 6+00 Site 9 Station 7+50 to Station 7+75 "- ""- , , \ Limits of clearing � and grubbing � (Varies) \ \ � \ \ � � � e` ' � � .� � � � _ � � � Site 10 � � Station 7+75 to Station 8+50 �, Sfation 10+00 to Station 10+50 � Site 11 � Station 10+50 to Station 11 +00 � Station 12+25 to Station 12+70 � Site 12 � Station 1+00 to Station 1+25 � � Station 3+00 to Station 3+50 � Site 13 � Station 3+50 to StaYion 4+25 � Station 7+50 to Station 7+60 � Site 14 � Station 0+75 to Station 1+25 �` Station 3+00 to Station 3+50 � a. � Site 15 Station 1+00 to Station 1+50 Station 2+75 to Station 3+25 _ Site 16 Station 1+00 to Station 1+50 Station 3+25 to Station 3+50 Site 17 Station 0+50 to Station 1+00 Station 2+75 to Station 3+00 Slre I8 U.S. DEPARTMENT OF TRANSPORTAT[ON Station 2+50 to Station 2+75 FEDERAL HIGHWAY ADMINISTRATION Station 4+75 to Station 5+00 EASTERN FEDERAL LANDS HIGHWAY DIVISI( rrcoi�rnir_ �itor_in�rn NO SCALE � ) 0 � W x � 0 a � � � � a� m a a� s , � a� � �; � .` � Limits of clearing and grubbinA, and turf establishment Rolled erosion cont�ol product Type 2.D See Detail E629-01 Facing support, see note 1 � Width varies � �o varjel 14 ' Tra ve/ wa y Lateral limits of construction Profile Grade Line � ( _ 4°�� --� ��`�_� Limits of clearing and grubbing � and turt establishment r ' 6" Aggregate surface course .- , , ---�-�--- , � - �-t-� ropsoil --------------------• � / —�--- 5 � ��0 �-�—�--- ------------------- Ja � / Qe f ��o ----------------- . � —�- - — 18" itYP) � / . ,��e a t \� 5C. �eeQe t�' �o tiJ �ti � 4% �_�--- --------------------• �, t' �—�: -_ -- ------------------ � Width varies (See Sheet B4, Table A) = Turf establishment S'i�� —�--- -----------------�-- W � ' � Varies / -� --------------------• � —�--- _/ — �— — — — �----- -- —_--- -•— 2% min / — — — — — — — — — — — — — — A — — — — — — — — — — —� � � 1' embankment � (no pay) / / � 6" collector pipe /. . / � r � / 1' h��i 1�� 6 inch collecto� pipe Select granufar backfil! (57 stone) Separation-Sta6/ization Geotextile, class 2 type B Secrion A-A reinforcement (typ) SLIDE REPAIR SECTION (See Sheet B4 ) Site 3 Station 1+50 to Station 5+50 Site 4 Station 1+50 to Station 2+75 Site 1 7 _ Station 1+25 to Station 2+50 r�3 "' — ti /• / / / / / // / / / / Existing ground Roadway excavation Se/ect granular back�l! (57 stone) � . See notes 8 and 14 NOTES: 1. Adequately stabilize temporary slopes during excavation and backfilling. 2. Key new fil! into temporary slopes during backfilling. 3. P/ace coilector pipes at maximum 20 feet center to cente� spacing. 4. Cover the end of the collector pipe with screen according to Subsection 605.03. Hold the screen securely in place with standard coupling bands or as approved by the CO. 5. Furnish collector pipe and fittings to meet the requirements of Subsection 708. 04. 6. Mark the outlet of the collector pipe with a delineator post. 7. Provide 6 inches of select granular backfi!l (57 stone) below the wal! where col%ctor pipes are not used. . 8. Furnish select granular back�ll (57 stone) meeting the requirements of Subsection 704.08. 9. Construct MSE wall in accordance with Section 255. 10. Provide biaxial geogrid with minimum nominal long-term st�ength (Tal) of 2, 000 /b/ft. 11. Provide wire basket with support struts according to Detail E255-A. 12. Grade roadside ditches to drain (0.5 percent minimum slope). 13. Establish turf according to Sections 624 and 625 on all slopes. 14. Use lightweight aggregate backfill for Site 17. See Su6section 704.09. I5. See Sheet 84 for wal! heights and transition zones. NO SCALE 0 � W a p a � �i � \ . � \ \ \ \` \ . � \ � Existing ground � 14 ' Travel way Lateral limits of construction Limits of clearing and grubbing and turf establrshment � � 6" Aggregate surface course � ,_..-- � — — s� � -..- -' ' 1� '3 o , p� . Roadway excavation Select granu/ar backfill (57 stone) NOTES: 1. 2. 3. 4. 5. 6, 7. 8. 9. 10. 11. Z2. 13. 14. � Pro�le Grade Line � � Widih varies 4% 4% S/�'Oe �ar;es, � ___�� "— � Rolled erosion control product, Type 2.D � � See Detail E629-01 \� - •--- . — . ------------ ---T Topsoit \ ; � s 0 �-�—�'—��-----�—�"—�' ===T \ -� � Facingsupport,seenotell L � � - d . "�"��' �' ��__�"�" �"/ � �s i 1G, � i ��'S' 18"ltyP)%---------------- ---T o � ' � �� S�`��O .�. q� •----------------------- < , ~'s,� Width varies (See Sheet 84, Table A) � -� d6'�° ------------------- ---T _� � � --------------------- ---�_� ' � Geogrid reinforcement (typ) , •-------------- -----------J — — — — — — — — — — — — — �� — — — — — — — — — — � i Limits of clearing and grubbing, and turf establishment Adequately stabrlize temporary s/opes during excavation and backfilling. Key new fill into temporary slopes during backfilling. P/ace col%ctor pipes at maximum 20 feet center to center spacing. Cove� the end of the collector pipe with screen according to Subsection 605.03. Hold the screen securely in place with standard coupling bands or as approved by the CO. Furnish collector pipe and �ttings to meet Yhe requirements of Subsection 708. 04. Mark the outlet of the collector pipe with a delineator post. Provide 6 inches of select granular backfill (57 stone) below the wall where collector pipes a�e not used. Furnish select granu/ar backfill (57 stone) meeting the requirements of Subsection 704.08. Construct MSE wall in accordance with Section 255. Provide biaxial geogrid with minimum nominal long-term strength (Tal) of 2, 000 /b/ft. " _ Provide wire basket with support struts according to Detail E255-A. Grade roadside ditches to drain (0.5 percent minimum slope). Establish turf according to Sections 624 and 625 on all slopes. See Sheet 84 for wall heights and transition zones. \ Turf establishment Varies � \ m v N t � � � vi v , .` ro > o, 'v r � W � �1' embankment� `-- 6" collector pipe--- (no pay) � � � \ \ � , ` � SLYDE -REPAYR SECTIOIN (See Sheet 84 ) ` Site 1 Station 1+25 to Station 2+75 Site 2 Station 2+00 to Station 6+50 Site S Station 0+60 to Station 2+25 Site 6 Station 1+50 to Station 2+25 Site 7 Station 2+50 to Station 4+25 Site 8 Station 2+00 to Station 3+50 Site 9 Station 6+25 to Station 7+25 Site 1 D Station 8+75 to Station 9+75 Site I1 Station 11+25 to Station 12+00 Site 12 Station 1+50 to Station 2+75 Site 13 Station 4+50 to Station 7+25 Site 14 Station 1+50 to Station 2+75 Site .I S Station 1+75 to Station 2+50 Site 16 Station 1+75 to Station 3+00 Site 18 Station 3+00 to Station 4+50 � 1' F�-►�I 1'I , 1 6 inch coflector pipe Select granular backfill (57 stone} Separation-Stablization.Geotextile, class 2 type B Section A-A NO SCALE � ❑ « W i � • � � � � � \ G 9 SITE SLID.E SECTION TABLE A SITE SLIDE SECTION - MIN. WIDTH OF � '(FULL WALL HEIGHT) GEOGRID LAYERS GEOGRID (F7') _. _._ ......................................................._........._...__. _ _._ . _............_.__.._......_._....._ ................._. _........._....._......-- -------._.._....� SITE 1 SLIDE SECTION 6 18 (Sta 1 +25 to 2+75) SITE 2 SLIDE SECTION . � 19 (Sta 2+00 to 6+50} SITE 3 SLIDE SECTION : 9 Z� (Sta 1 +50 to 5+50) _ .................._....._............ ......................................._....................:.................................._........_............._.._�... ..............................................................._...._...; MSE WALL HEIGHT (FT) 9.5 10.5 14 SITE 4 SLIDE SECTION 11 19 17 (Sta 1 +50 to 2+75) � :............... ......................................................................................................................... _................................................................................._........................................:............................... . SITE 5 SLIDE SECTION ; 4 I S 6.5 _�Sta...0+60 to 2+25� ............. ._........................._......-------.... __...... _ ...... . . . . ... .............................. ,..... 12 ..... SITE 6 SLIDE SECTION i 18 18.5 ---..�Sta 1_�50 to..2�251............_:.----- ................._..-----.._..__._..__.....-----._......_..._.....---.._.�--------..._.............._._._ _. SITE 7 SLIDE SECTION 8 16 12.5 ---._..iSta 2+50_to_4�25�...._.....�_._..._..----- ' 6 ----._.._....._.......-I 9 -- --�..-------....9. 5 - -----.. SITE 8 SLIDE SECTION : (Sta 2+00 to 3+50) ' SITE 9 SLIDE SECTION - 5 15 8 Sta 6+25 to 7+25 SITE 10 SLIDE SECTION ; 1Z 20 Sta 8+75 to 9+75 SITE 11 SLIDE SECTION : 11 1 � Sta 11+25 to 12+00 SITE 12 SLIDE SECTION 5 16 Sta 1 +50 to 2.+75 18.5 17 ' , 8 SITE 13 SLIDE SECTION ; 9 Sta 4+50 to 7+25 20 14 SITE 14 SLIDE SECTIDN : 7 17 I1 ,_.._._...iSta_1+50 to 2+75) __. __. __.....__...- ---.........._ .................................._........._...---.._..._..__._.. _......... _ _... _................_.__ ........ .....; SITE 15 SLIDE SECTION . 1 p 18 ' I5.5 .............�Sta 1 +75 to 2+50�............ ........................... ........ ........_... ...... _.. _................................................................ SITE 16 SLIDE SECTION ; 11 21 1 � ' :.... ......CSta.. l_t. 75._to...3 � 00.? .............._;............. ........................................................... 10 _ .......................-20................_._.......,.............................i.5..5.......................... SITE 17 SLIDE SECTION ; ; (Sta 1 +25 to 2+50) ; _ _;..........------.._...._._ ..........................__ .............._._..__...._....__.._........_.....---i-........._.........................-..._..............._....._. SITE 18 SLIDE SECTION 11 20 17 ; :._....___�Sta 3+00 _to 4+50).....__..._ ..............._..----- --- ---- 3 � 0 i TRANSITIO�1 ZONES TABLE 6 SITE SECTION SITE 1 SITE 2 SITE 3 SITE 4 SITE 5 SITE 6 SITE 7 SITE 8 SITE 9 SITE 1 D SITE 11 SITE 12 SITE 13 SITE 14 SITE 15 SITE 16 SITE 17 SITE 18 TRANSITION ZONES (HEIGHT VARIES FROM 1.5-FT TO MSE WALL NEIGHT) Sta 1+00 to 1+25 and Sta 2+75 to 3+00 Sta 1+75 to 2+00 and Sta 6+50 to 6+75 Sta 1+25 to 1+50 and Sta 5+50 to 5+75 Sta 1+25 to 1+50 and Sta 2+75 to 3+00 Sta D+50 to 0+60 and Sta 2+25 Yo 2+35 Sta 1+25 to 1+50 and Sta 2+25 to Z+50 Sta 2+25 to 2+50 and Sta 4+25 to 4+50 Sta 1+75 to 2+00 and Sta 3+50 to 3+75 Sta 6+00 to 6+25 and Sta 7+25 to 7+50 Sta 8+50 to 8+75 and Sta 9+75 to 10+00 Sta 11+00 to 11+25 and Sta 12+00 to 12+25 Sta 1+25 to 1+50 and Sta 2+75 to 3+00 Sta 4+25 to 4+50 and Sta 7+25 to 7+50 Sta 1+25 to 1+50 and Sta 2+75 to 3+00 Sta 1+50 to 1+75 and Sta 2+50 to 2+75 Sta 1+50 to 1+75 and Sta 3+00 to 3+25 _ Sta 1+00 to 1+25 and Sta 2+SD to 2+75 Sta 2+75 to 3+00 and Sta 4+50 to 4+75 � 0 . � S . ? W .i ti � � � � i 0 � Line ftem Pay Item pay Item Description Unit g�� No. Number SCHEDULE A1000 15101-0000 MOBILIZATION LPSM ALL A1100 15201-0000 CONSTRUCTION SURVEYAND STAKING LPSM ALL A1200 15401-0000 CONTRACTOR TESTING LPSM ALL A1300 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL LNFT 250 A1400 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 6,500 A1500 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION EACH 17 A1600 20101-0000 CLEARINGANDGRUBBING. ACRE 2.5 A1700 20301-1400 REMOVAL OF INLET EACH 3 A1800 20302-2100 REMOVAL OF�PIPE CULVERT LNFT 900 A1900 20401-0000 ROADWAYEXCAVATION CUYD 46,000 A2000 20701-0700 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE B SQYD 9,000 A2100 20703-0000 GEOGRID SQYD 82,000 A2200 25102-0200 PLACED RIPRAP, METHOD A, CLASS 2 TON 70 A2300 25501-1000 MECHANICALLYSTABILIZED EARTH WALL, WELDED WIRE FACE SQFT 30,000 A2400 25510-0000 SELECT GRANULAR BACKFILL (LIGHTWEIGHT 57 STONE) CUYD 2,50Q A2500 25510-0000 SELECT GRANULAR BACKFILL (57 STONE) CUYD 40,000 A2700 30110-0000 AGGREGATE SURFACE COURSE TON 7,000 A2800 60201-0800 24-INCH PIPE CULVERT LNFT 710 A2900 60403-0900 INLET, FLH TYPE 46 EACH 16 A3000 60510-0700 6-INCH COLLECTOR PIPE . LNFT 4,000 A3100 61920-2000 REMOVE AND RESET GATE EACH 1 A3200 62403-0000 FURNISHINGAND PLACINGTOPSOIL CUYD 1,300 A3300 62501-0000 TURF ESTABLISHMENT ACRE 2.5 A3400 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D SQYD 10,500 A3500 63503-0300 TEMPORARYTRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 28 A3600 63504-1000 TEMPORARYTRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 45 A3700 63506-0500 TEMPORARYTRAFFIC CONTROL, FLAGGER HOUR 200 A3800 63701-0000 FIELD OFFICE EACH 1 � � 0 W a � a � � � DRAINAGE .SUMMARY Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item _ : .... _�.__ _.. _ .. . . ..... � � 20301-1400 20302-2100 25102-0200 60201-0800 60403-1400 60510-0700 W� .................�__..... ... ......�...�.� ..__.....v__ _. ....,.,��...��...�. .�..___-._..�. .._.. __.._��.. __.._. _.. .......__-_____..._�� �_.,.__......�__..._._ ...� = STATION � Removal Removal Placed Riprap 24" Pipe Inlet, FLH 6-inch �A� � N of Inlet of Pipe Method A, Culvert Type 46 Collector Culvert_ _ _Ciass 2 _. Pipe _ _ ,. _... __._._ .... _ .. . ..... _ .__ _--. . . �_ �..._..___ _ . ._._ ..,.� Each Lnft Ton Lnft Each Lnft RT DS 1+32 38 32 � 1 180 site 1 LT 1 RT D3 4+55 41 24 1 475 site 1 LT 2+90 1(RT) 31 26 1 D5 5+56 1(RT) 32 29 460 site ;i i RT 1 D7 2+19 41 3 34 171 site 4 � LT RT D9 0+47.0 S1 6 51 180 site 5 LT RT Dii 126 site 6 LT RT D13 3+01 41 3 36 1 216 site / LT RT D15 5+16 � � 41 6 47 190 site tS LT 128 - site y RT D 17 9+43 52 46 160 s ite 1 U LT � RT D17 11+67 40 3 37 140 site 11 � LT RT , D19 1+75 40 3 33 � 144 site 11 LT 1 RT D21 4+35 40 3 25 340 site 1:i LT 1 RT D21 7+14 60 3 32 site 1;� LT 1 RT D23 1+01 50 6 42 1 153 site 14 LT RT D23 3+22 44 6 31 site 14 LT 1 RT 1 D25 .1+72 40 3 34 126 site 'i5 LT RT D27 1+81 41 3 30 189 site 1ti LT 1 RT 1 D29 0+82.0 52 6 � 52 180 site 1 � LT RT D31 2+58 41 6 33 200 site 1tS LT 1 RT D31 4+82 41 6 33 site 1ts LT 1 Subtotal This Sheet 3 857 68 7p7 16 3758 Rounded Total 3 900 70 710 16 4000 . � � a � � � W i ti .� 4 � � � - . w. � 0 � • O U � ) ..._.. �._.�_._ _,........ ,,. 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Install 24 " x 51 ' CMP. 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Curve = SITE 16-1 PI 1+19.06 p= 9° 37' S4" (LT) R = 450.00' T = 37.91' L = 75.65' Curve = SITE 16-2 PI 2+40.23 �= 12° 13' 49" (RT) R = 200.00' T = .21.43' L = 42.69' Curve = SITE 16-3 PI 3+31.03 �= 26° 06' 01" (LT) R = 300.00' T = 69.54' L = 136.66' � � �' � � ' ' � ■ � �C�CL�7C��C��C�C�C��� �� �Q�C� QC��CC��CC��CCQ���D�m� � ��� � �� � � � �� �� � � � � �: � �� � � �� �� �� - � �� �. �� �� �� , � � : � � �. ' . �� _ ��� �(�1 <. � .. ��. 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F� i; ! � t i i i r � , , i . < . . . TUNI GAP R AD-RO 44 P 5.4 ITE 18 � � , � . . . : . . . . : : . . . . . i : : i � � � i I i I � I (..... . . _._i. ...I E � I i . , � � . : � : ..;_. �. ....; .. _ � � : � � . . . .. . .. . . . . , � � . ... . .... .... ...... . . .....:.... ...._... ... . . . .... ....._. � .. _:. ..... . : .....__............. ..__.._..__..... ._......_........_...__.... .. ...._.............._. _ ................ .....__.............. _ ... .. ......... ....................... i I . . . __.......... _ ............._ _._..... ....._.... » . ... ...................._... . .. .... ......_......__ ..._ ...........�. � � � 0 UTE 0 M 04 S il ( ) . . . . . . . . . � � .. 1 . , < 1 . _.. ...�... _' __:._ .. ..... .. ...... .... . ... . � ._....__.._' ._ ..... ... '..._...... ......:._... � .._: ...�._..i... .. _ . a � � ' ; � i � : '.: i � : : ; � � ' . f - . - , . . . : � � : � i i I 1 I � � ...'.. , ._. __... _ ... . . .... € °.. 2+58 48 TO 4+82.47 . . _ _ _ °..._ :..... ..... .. . . �;I� ! � � . _ . . . . . . . .... .. .. . ........ .... ..... .. ........ . . . . 1 . , � ... .... .. . . ...I.... � . i . f � ._i..... i I .... . ...._. . . . . . . . . I i � . . . . . . . . ...... ..... . � . . . . _ . . ...... . . . . . .. .... _... .... . : .. _._...�......... i ...'.. ._.._ .. ........ ... ......i . i ' _ ... . .. . .._. ..._�.. _:... � � . , , r � � � , : , � _� , f i f;II � t � ( ( I .. ............. _ ........ . ... ._. _ ..._. . .. __.. ._ . ;. � � i� i ;� ;i �.� i . . ... . . . . . . . . _, _...... _ ................._:..... . . . . .............. ..___................_.�.....�.. ...1.... C o . . _ ....._... ...... 3 � i. � _._. _. ............... __._ __ �..._......�.... ....�._� ..._..... . . N : � � i � � : .: I I I I! I i I� � I I t I : f I 1 I i:_' ...�... ,..._� _,.._._....i' � t i I I I I , _�.....� . W � s a � � � Project Description This project consists of the reconstruction of 1.02 miles within a 5.5 mi/e segment of Tuni Gap Road. This work includes the construction of eighteen mechanically stabilized earth walls, aggregate surface, insta/lation of sixteen culverts, and other miscel/aneous work. Soil disturbing activities include clearing and grubbing, roadway excavation, and GRS wall construction. The tota/ disturbed area for the project is approximately 2.50 acres. The receiving water is Little Tuni Creek for sites 17 and 18 and Big Tuni Creek for sites 1 through 16. . Prohibited Discharges The following discharges are prohibited: Wash-water from concrete, paint, curing compounds, and other construction materials Fuels; oils, equipment-related compounds Soaps, solvents used for v,ehicle washing Waste, garbage, sanitary wasre Inspect and maintain on a regu/ar basis, al/ mechanized equipment used in or near surface water to prevent contamination from fue/s, lubricants, hydraulic fluids, or other toxic materials. Solid waste generated from the project will consist of construction debris, garbage, and empty containers. Collect and store al/ waste in dumpsters, or in meta/ or plastic drums, as appropriate. Hazardous waste will not be generated from norma/ construction activities. Equipment fueling and maintenance could generate spills, leaks, and haza�dous wastes like motor oil, diesel, gaso/ine, and battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water. Store all hazardous waste materials in appropriate and c/early marked containers away from other non- waste materia/s. Do not dispose of hazardous water materials into the on-site dumpsters. Dispose of material according to Federal, State, and local regulations. Develop and implement a Spill Prevention Control.and Countermeasures (SPCC) p/an following the requirements under 40 CFR 112. Report spil/s large enough to discharge to surface waters to the National Response Center at 1-800-424-8802. General Guidelines The Erosion & Sediment Contro/ Narrative is meant as a guideline for preventing erosion and controlling sediment. The work consists of applying measures throughout the life of the project to contro/ erosion and to minimize the sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coasta/ waters. The measures consist of soil erosion contro/ measures which are also defined and outlined in the Standard Specifications for Construction of Roads and Bridges on Federa/ Highway Projects, FP-14, and the Special Contract Requirements. Do not modify the type, size, or location of any contro/ or practice without prior approva/ from the Contracting Officer (CO). " No construction access wil/ be permitted through a wetland or waterway. Do not allow construction vehicles to track sediment outside the project limits. Do not allow any construction equipment to operate on or access the down-s/ope side of the perimeter control measures. Direct storm water to vegetated buffer areas and do not discharge directly into surface waters. Sequence of Construction Phase I Establish Perimeter Controls Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment does not /eave the project site. Perimeter controls include fiber rol/ and other specified measures outside the construction limits. � Phase.Ii Intermediate Controls � N� I NL tKYV r�n Nls-l�c) �,. App/y intermediate controls during rough grading operations. Apply temporary turf establishment in disturbed areas that wil/ remain exposed for over 14 calendar days within 7 days. App/y permanent turf establishment to the finished slopes according to Section 624 and 625. At the end of each day's grading operations, shape earthwork to minimize and contro/ erosion from storm runoff. Instal/ inlet protection prior to diverting water through inlets. Upon comp/etion of culverts, ensure that culvert entrances, outlets, and outlet channels are at fina/ grade and are stabi/ized (with vegetation, riprap, or pavement) before routing drainage through completed cu/verts. Provide silt fence around al/ stockpiled excavated roadway material. App/y temporary turf establishment to stockpiles remaining in place longer than 14 days within 7 days of stockpiling. Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging areas. Phase III Final Construction / Sta6ilization After completion of roadway construction, do the following as directed by the CO: Finish grading, place riprap, and apply permanent turf establishment to any remaining disturbed areas. Where necessary, replace eroded topsoi/ and re-apply permanent turf establishment to disturbed areas where vegetation has not established. Inspect, c/ean, and repair al/ culvert outlet protection, riprap basins, and stabilized channels. Remove al/ devices used for dewatering. Remove silt fence only after all upslope areas are stabilized and vegetation is well established. Remove all other perimeter controls when directed by the CO. Maintenance and Inspection Procedures Unless stated otherwise, construct and maintain al/ vegetated and structural erosion contro/ practices according to Section 157, the details shown in the plans, and the individua/ permitting requirements. Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of 0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the end of the day. Inlet Protection - Inspect inlets at least weekJy and after each significant (0.5 inch or greater) rainfal/ event. Clean the in/et of any sediment, debris or other objects to provide adequate flow for subsequent rains. Clean and properly maintain unti/ the contributing drainage area has been permanently stabilized. Rol/ed Erosion Contro/ Product - Inspect matting after every significant rainfall �(0.5 inch or greater) for damage and erosion beneath the matting. Replacement of matting may be necessary if damaged by equipment. Check staples and stakes to make sure they are securely in the ground. Fiber rolls - Inspect to ensure that ro/ls remain firmly in place.and are not crushed or damaged. Repair or �eplace spilt, torn, unraveled or slumping berms. Inspect for buildup of excess sediment, undercutting, sags, and other failures. If the fabric becomes damaged, repair or rep/ace as necessary. Remove sediment from behind the roll when it becomes 0.5 feet deep. Record the inspection date and summary of findings within 24 hours of completing a site inspection. GROUND STABILIZATION Site Area Stabilization Stabilization Time Description Time Frame Frame Exceptions Perimeter dikes, swales, ditches and slopes � �Ys None High quality water 7 days None (HQW) zones Slopes steeper 7 days If slopes,aze 10' or less in length and are not than 1(V):3(H) steeper than 1(V):2(H) 14 days are allowed Slopes 1(V):3(H) 14 days 7-days for slopes greater or flatter than 50' in length Areas with slopes 14 days None (except for perimeters flatter than ](V):4(H) and HQW zones) STATE PROJECT SHEEr , NUMBE NC NC ERFO FSR 2013-1(2) M2 ' ��nt�- � ___ `°� �., �,.,, �-- �InstalN let pro� ctio � � O.� � � . , ,� _�,r .... . - As di�ected.by the�CO;Mfnsta[l REC pe 2.D� - �� ��°�� ��. ,, �..�, �.,,, � , `�� �z;� a�`�\�} �� . �\ `'��'� �: �� � .�,.w- -�,,, � . 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