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HomeMy WebLinkAbout20160575 Ver 1_Application_20160607Carpenter,Kristi From: Dagnino, Carla S Sent: Tuesday, June 07, 2016 1:07 PM To: Loretta Beckwith (Loretta.A.beckwith@usace.army.mil); Chapman, Amy Cc: AI-Ghandour, Majed N; Barnett, Kevin; Davis, Mark S; Green, Edward A; Koch, Thomas K; Carpenter,Kristi; Chambers, Marla J; Mellor, Colin; NCDOT Service Account - Roadway Design; Staley, Mark K; Wilkins, Ronald B; Andrew Henderson; Janet Duffey; RaSharon King (rmking@tva.gov); Qubain, Joseph; Fisher, Paul F; Calhoun, Douglas R; Subject: Turchy, Michael A Permit Application for B-5125, Macon County The Permit Application for B-5125 has been posted to the NCDOT website. The electronic copy can be viewed /downloaded at https://connect.ncdot.qov/resources/Environmental/ This email serves as NCDOT's permit application submittal to the NC Division of Water Resources and the US Army Corp of Engineers. Thank you. Carla Dagnino Western Region Environmental Program Supervisor II Natural Environment Section Project Development and Environmental Analysis NC Department of Transportation 919 707 6110 office cdaqnino(cDncdot.qov 1598 Mail Service Center Raleigh, NC 27699 -1598 1020 Birch Ridge Drive Raleigh, NC 27610 ,M II +M �� , Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. S \� %:.a� Transportation June 7, 2016 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Loretta Beckwith NCDOT Coordinator PAT McCRORY Governor NICHOLAS J. TENNYSON Secretnry Subject: Application for Section 404 Nationwide Permit 13, 23, 33, and 401 Water Quality Certification for the proposed replacement of Bridge No. 22 over Little Tennessee River/ Lake Emory on US 441 Business in Macon County, Federal Aid Project No. BRNHS- 0441(8), Division 14, TIP No. B-5125. Debit $240 from WBS 42271.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 22 over the Little Tennessee River/ Lake Emory on US 441 Business with a 250 foot 4-span bridge in the same location as the existing bridge. Traffic will be maintained on the existing southbound bridge during construction. There will be 0.07 acre of temporary stream impacts due to temporary causeways needed for the removal and construction of the interior bents and removal of the existing wing wall. No more than 50% of the river/lake will be blocked at any time during the removal/ construction of the project. There will also be 22 feet of bank stabilization due to the replacement of an existing pipe containing an unnamed tributary to Little Tennessee River/ Lake Emory. Please see enclosed copies of the Pre-Construction Notification (PCN), stormwater management plan, permit drawings and design plans for the above-referenced project. The Categorical Exclusion (CE) was completed in May 2014 and distributed shortly thereafter. Additional copies are available upon request. This project calls for a letting date of August 16, 2016 and a review date of June 28, 2016. �Nothing Compares��. State of North Carolina � Department of Transportation � PDEA-Natural Environment Section 1020 Birch Ridge Drive, 27610 I 1598 Mail Service Center � Raleigh, North Carolina 27699-1598 919-707-6000 T 919-2125785 F A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please contact Michael Turchy at maturchy@ncdot.gov or (919) 707-6157. Sincerely, �-- ����/_� I ,�� Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List Pre-Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 13, 23, 33 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1 d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: B-5125 Replacement of Bridge 22 over Little Tennessee River/ Lake Emory on US 441 Business 2b. County: Macon 2c. Nearest municipality / town: Franklin 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state g_5125 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: 919-707-6157 3g. Fax no.: 919-212-5785 3h. Email address: maturchy@ncdot.gov Page 1 of 11 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 11 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): n/a 1 b. Site coordinates (in decimal degrees): Latitude: 35.186131 Longitude: - 83.372060 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: Approximately 2.5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Little Tennessee River/ Lake Emory proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Little Tennessee 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The land use is urbanized/ maintained disturbed as the project is located in downtown Franklin. 3b. List the total estimated acreage of all existing wetlands on the property: There are no wetlands on the property. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Approximately 150 linear feet (Little Tennessee River) within construction easement boundaries. 3d. Explain the purpose of the proposed project: The purpose of the project is to replace a structurally deficient and functionally obsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 215-foot long 5 span structure with a 250-foot long 4 span structure at the same location. Traffic will be reduced to one lane in each direction and maintained on the existing southbound bridge. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? 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 � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 3 of 11 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction Page 4 of 11 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem ora T Site 1❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 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 Perennial Type of Average Impact length (linear number - (PER) or jurisdiction stream feet) Permanent (P) or intermittent (Corps - 404, width Temporary (T) (INT)? 10 (feet) DWQ — non- 404, other) Temporary Work Site 1❑ P� T Pad for Barge Little Tennessee � PER � Corps 150 74'* (0.05 acre) Access 8� Bent River ❑ INT ❑ DWQ Removal Temporary Dewatering Little Tennessee � PER � Corps Site 2❑ P� T (Cofferdam for 150 0.01 acre New Bent River ❑ INT ❑ DWQ Installation) Temporary Work Little Tennessee � PER � Corps Site 3❑ P� T Pad for Bent 150 < 0.01 acre Removal River ❑ INT ❑ DWQ Temporary Work Little Tennessee � PER � Corps Site 4❑ P� T Pad for Bent 150 < 0.01 acre Removal River ❑ INT ❑ DWQ Temporary Dewatering Little Tennessee � PER � Corps Site 5❑ P� T (Cofferdam for 150 0.01 acre New Bent River ❑ INT ❑ DWQ Installation) Temporary Work Pad for Old Little Tennessee � PER � Corps Site 6❑ P� T 150 66'* (<0.01 acre) Abutment River ❑ INT ❑ DWQ Removal Site 7� P❑ T Bank Stabilization Little Tennessee � PER � Corps 150 22' River ❑ INT ❑ DWQ Permanent = 22' bank stabilization 3h. Total stream and tributary impacts Temporary = 0.07 ac temp work pads* 3i. Comments: Site 2 8 5=<0.01 ac (58 square feet) of permanent surFace water impact due to 6 bridge piers. *Temporary impacts overlap, the actual total linear temporary stream impact is 96 feet. Page 5 of 11 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact Permanent (P) or (acres) Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 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. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Pond ID Proposed use or purpose of number pond Floo Filled Excavated Flooded Filled Excavated Floode ded d P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number— Reason Buffer Zone 1 impact (square Zone 2 impact Permanent (P) or for Stream name mitigation feet) (square feet) Tem ora T im act re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 6 of 11 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed replacement bridge will be on the same alignment as the existing bridge. The structure will be longer and will have only two bents in the water. Accommodations have been made for pedestrians to cross under the bridge which obviates the current at-grade pedestrian crosswalk. The bridge is designed so that storm water is collected in inlets immediately after the bridge, allowing for no direct discharge into the Little Tennessee River. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Design Standards for Sensitive Waters will be implemented for this project. Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to the receiving streams due to erosion and runoff. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) TyPe Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 11 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer ❑ Yes � No that requires 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) 3 (2 for Zone 1 Catawba ) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 8 of 11 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No Comments: 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? n/a % 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: see attached permit drawings ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? n/a ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: N/A 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No n/a 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No n/a 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No n/a Page 9 of 11 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) � Yes ❑ No Comments: - CE completed May 28, 2014. 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Not applicable. Page 10 of 11 5. Endangered 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 � Yes � No i m pacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field O�ce you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated 6ritical Habitat? USFWS website: Turquoise shiner/ spotfin chub (no habitat present*) *The project is located in an area included in the designated critical habitat for the turquoise shiner (spotfin chub), Erimonax monachus. No such habitat is found in the vicinity of this bridge replacement project as the project is located in a section of the Little Tennessee River that is impounded by the Lake Emory Dam. In addition, there are currently no records of the species above the Lake Emory dam. Construction of the project will not affect habitat utilized by the species. Virginia spiraea — No Effect, last survey 7/9/2015 No habitat exists for all other remaining listed protected species 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? approved NEPA documents � Philip S. Harris C.P.M., P.E. Q6 _ 0 � r�o�� ApplicanUAgent's Printed Name Applicant/Agent's Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is provided.) Page 11 of 11 E li.�;l�ti'� i'�' North Carolina Department of Transportation SIUt��1ii�V�1tPT. Highway Stormwater Program sr' .� STORMWATER MANAGEMENT PLAN ���`�'-�+ (Version 1.2; Released July 2012) FOR LINEAR ROADWAV PROJEC75 Project/TIP No.: B-5125 County ies : Macon Page 1 of 3 General Project Information Pro'ect No.: B-5125 Pro'ect T e: Brid e Replacement Date: 7/9/2015 NCDOT Contact: Marc. T. Shown, PE Contractor I Designer: Elizabeth (Liz) G. DiNatale Address: NCDOT Hydraulics Unit Address: Sepi Engineering and Conshuction, Inc 1020 Birch Ridge Road 1025 Wade Avenue Ralei h, NC 27610 Ralei h, NC 27605 Phone:(919)707-6751 Phone: 919-573-9949 Email: mshown ncdot. ov Email: Idinatale se ien ineerin .com CitylTown: Franklin County ies : Macon River Basin s: Little Tennessee CAMA Count ? No Primary Receiving Water: Little Tennessee NCDWQ Stream Index No.: 2-(1) NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C Supplemental: None Other Stream Classification: None 303(d) Impairments: None Buffer Rules in Effect N/A Project Description Project Len th (lin. Miles or feet : 0.137 miles Surrounding Land Use: urban Proposed Project Existing Site Pro'ect Built-U on Area (ac. 0.23 ac. 0.02 ac. Typical Cross Section Description: The typical cross section consists of 11 ft travel lanes, a 2 foot shoulder on the The existing downstream travel lane is approximately 11 feet wide and the upstream downstream side and a 7 ft 7 in. shoulder on the upstream side, separated from a 12 ft lane is approximately 11 ft wide. 5 in multi-use path by a 42 in. vertical concrete barrier rail. The structure is supered toward the upstream side at 0.03 slope. 1.5" of type S9.5B asphalt is proposed to cover the bridge deck. Average Daily Traffic (veh/hr/day): Design/Future: 17,000 Existing: 13,200 Generel Project Narrative: The NCDOT proposes to replace bridge #550022 on U.S. 441 Business over the Little Tennessee River in Macon County. The project will consist of grading, paving, drainage, signals and structures. The existing structure is 215 ft, while the proposed structure is 250 feet long. The new structure includes a multi-use path. The proposed bridge has a cored slab deck and concrete barrier between travel lanes and multi-use path with 2-bar metal rails on the outside of the structure. Proposed drainage will be similar to the existing with the addition of curb and gutter along the road passed the bridge. Catch basins will be used within the curb and gutter sections and various yard inlets will be utilized where needed. The bridge is super elevated to allow for deck drainage within the allowed spread section. The drainage from the bridge will be collected in inlets immediately after the bridge allowing for no dicharge directly into the Little Tennessee River. A 42" pipe is proposed to contain the live running stream that currently drains through the roadway drainage into the Little Tennessee River. References I li�;l l��'3 t�' North Carolina Department of Transportation !� I Ul'113i��"s1t�T - . . . , Highway Stormwater Program � �?���� STORMWATER MANAGEMENT PLAN �- -•'t (Version 1.2; Released July 2012) FOR LINEAR ROADWAV PROJEC7S Project/TIP No.: B-5125 County(ies): Macon Page 2 of 3 Project Environmental Summary Surface Waterlmpacts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed No. (From / To Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM 4 13+11 -L- Stream Perennial Little Tennessee River N/A 2-(1) C None Fiil N/A N/A 13+21 -L- 4 13+32 -L- Stream Perennial Little Tennessee River N/A 2-(1) C None Excavation N/A N/A 13+42 -L- 4 13+75-L- Stream Perennial LittleTennesseeRiver N/A 2-(1) C None Excavation N/A N/A 13+80 -L- 4 13+80-L- Stream Perennial LittleTennesseeRiver N/A 2-(1) C None Fill N/A N/A 13+g1 -L- 4 14+11 -L- Stream Perennial Little Tennessee River N/A 2-(1) C None Stabilization N/A N/A 14+18 -L- 4 13+g8 -L- Stream Perennial Little Tennessee River N/A 2-(1) C None Stabilization N/A N/A 14+15 -L- 4 12+70 -L- Stream Perennial Little Tennessee River N/A 2-(1) C None Fill N/A N/A 13+05 -L- ' List all stream and surtace water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Description of Minimization of Impacts or Miti ation References F li�;la�,��i�. 41(li"1SSS4'.11�T. North Carolina Department of Transportation �'.� STORMWATER MANAGEMENT PLAN ^- •-' FOR LINEAR ROADWAY PROJEC75 (Version 1.2; Released July 2012) 8-5125 County(ies): Macon Page 3 of 3 Preformed Scour Holes and Ener Dissi ators Pipe/Structure Sheet Energy Dissipator Dreinage Area Dimensions Q10 V10 No. Station T pe Ri rap T pe ac Conve ance Structure in) (cfs f s 4 14+17 -L- Riprep Apmn / Pad Class II 84.30 Pipe 48 104.1 section consists of 11 ft travel lanes, a 2 foot shoWder on the downstream side and a 7 ft 7 in. shoulder on the upstream side, ❑ ves � No Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA HEC- 14 (July 2006), been met and verified, as applicable7 If No, provide further explanantion of why design criteria was not met. Additional Comments This system outlet is designed to match the existing system. The outlet pad is of sufficient size to minimize outlet velocities. ' Refer to the NCDOT Best Management Practices Toolbox, Version 1(March 2008), NCDOT Standard Details, the Federai Highway Administretion (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Editioq Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � � ., � V � � O V See Sl�et 1A For Index of Sheets DETOUR ROUTE \ T� D ��'NTowN BEGIN TIP PROJECT B-5125 -L- STA. 10 + 50.00 �TO DOWNTOWN FRANKLI GRAPHIC SCALES DESIGN DATA 50 25 0 50 100 ADT 2013 = 13,200 ADT 2035 = 17,000 PLANS K = 11 % D = 100 % 50 25 0 5o too T= 6% * V = 45 MPH PROFILE (HORIZONTAL) * TTST =1% DUAL 5% 10 5 0 l0 20 FUNC. CLASS =COLLECTOR PR(1FI1 F lVFRTI('AI 1 REGIONAL TIER ����� �� ����� �������� �������� �� �������� PERMIT DRAWING SHEET 1 OF b MA C01� C4 U1�TY LOCATION: REPLACEMENT OF BRIDGE No.22 OVER LITTLE TE1V11lESSEE RIVER ON US 441 BUSINESS TYPE OF WORK GRADIIVG, PAVING, DRAINAGE, SIG11lALS F� STRUCTURES. WETLAN D AN D STREAM IMPACTS � Q I � � yEASl � � '" s> � 1. sire ei ' sire �, s�E .�n� US 441 BUS. NORTH �EAST MAIN Si.� BEGIN BRIDGE w � a � � � � � n 3 END BRIDGE —L— STA. 14+5220 � � � ol � g � O�—� . �SITE a) �5 US 441 BUS. (EAST MAIN ST s sr�n'nnomcr wmnca era �• B-5125 n.n .�,.� ....m,.� 42271.1.1 BRNHS-0441( END TIP PROJECT B-5125 -L- STA. 17 + 2 5.00 US 447 BYPA55 � � �� P.E. & UTILITIES ISTRUCTION � � � I 1025 Wade Avenue Raleigh, NC 27605 C Tel 919-789-9977 E N G I N E E R I N G g, Fax:919-789-9591 CONSTRUCTION License:C-2197 THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF FRANKLIN. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO LIMITS ESTABLISHED BY METHOD II. PROJECT LENGTH LEeVGTH ROADWAY TIP PROJECT No. 8-5125 = 0.080 Miles LEeVGTH STRUCTURE TIP PROJECT No. B-5125 = 0.048 Miles. TOTAL LEIVGTH TIP PROJECT No. B-5125 = O.128 Miles. 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER , , , , , , , , , , , . . , , . . , , , . , , , . . . . , , , , , , , , , , , , , , , , , , , , . , , , , , , , , , , , , , , , , , , , . , , , . , , , . , , , , , , , , , , , , , , . , , , , , , , �----------�� drew �R,4oE [FFr � - --�--- --- -_ - - -_. __ � - ------- ------ ------ ------ ----- - � orrcw r�Ao� �r, --- ------ ---- � . . �;-------- -------- ------- ------ -------� I , , , , , , , , , , , , . , . . . , , , , , , , . . -------- -------- ------ ------ ------ ------ ------ ------- ------- --------�-------- ------ ------- -- g {' sr�.a.ss.as;--------�------- ------ ------- ------ -------- -------- -------- -------- ------- ------ ------- ------ ------- -------- , � a.P: � za+:o� , I � sPiws. i a �a. � Pl � llf50A0 2 a r�.2� �cs; i• �: xr �ccs EL -�Ai1350' � so� s�r. v omP, caw , , , -------- -------- -------- -------- -------- ---------------------------------------�- + �--------------- -------- --- I -- -------- -------- -------- -------- -------- -------- ----------------------------------------------------- ------ ------ ------ ------- K�� � Pl - lSfOl3A� Pl � A6t8p,Op - -- V s 50 �►pl► � EL � i2�Q►456' EG � P�QIIP6'+,.f' � VC � �2�i' VC; � l!0' --------�--------�--------�--------�------- ------ ------ ------- ------- ------- ------ ------ ------ -- - ------ ------ - - - - ---- - - ------ ------ ------- ------ ------ ------ ------ ------ ------ ------- ' _K_s_64_ _K!�_/2_ -�- - �- - �- -�- -�- -�-- - - - - - -- - - - - - - - -- - - - � � � ; , ; V� 4Lri II�OIh' V i� Il�i" BElsYIV STANDAMiO BASE �Qrl'CH � BLrtG/N LI�'W QITCH —L— � � -t- �sra��o�oo �r. � 2,020-� ------- ------ ------ ------ ------ ------- ------- ------- - Et�BE -- ------ ------ ---!-- E�.�375:---- - ------ ------ ------ ------ ------ ------- ------- -------- ------- ------ - ------ - ------ ------ � 2,02_Q_ , , , , , , , , , , . , , , , , , , , , , , , , , , . , � , , , , , , , , , , , , , , , , , , , , , , , , , , , , � Ec �Fr� , , , T�Ec F�a►r t .HOOiG� 'h10J003X; � X' fy.Y -2���-Q- -------- ------ ------ ------ ------ ------ �`..r- - �-- -------- ------- ------�, —�� ----- - --- �--------�----f=�� � — -- -------- -------- ------- -------- -------- ------ - ------- -2,OlQ _ EXCAVAT/ON — ""1 I I j END N T0� ELEV.20d3' � � � r L�3.60 _z,OQo-� ------- ------ ------ ------ ------ ------- ------- ------- -------- ------- ----�a--� --�� - -s�- --i- - --f ��� - ------ ------ ------ ------ ------- -------- ------- -------- ------- ------ ; ------ ; ------ -------; z,0o_o_ � � ��� I ' /- � I EXCAVATION ; _1,9 9 Q- ------- ------ ------ ------ ------ ------- ------- END A/rCH ------ - ------�,- - �� -� -�---- Tq El.Ev.2opi6'------ ------ ------ -------- ------- -------- -------- ------- --------------- - ------ - ------ -1,9 9A _ EL�.0033 �l � , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , . , , , . , , , , , , , , , . , , , , , , , , , , , , , , , , , , , , , , , , , . . . � , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , �- ------- -------- ------ ------ ------ ------ ------- -------- ------- -------- ------- ------ - ------- ------ - ------- -------- ------- -------- -------- ------ -------- ------- -------- -------- ------- ------- ------- ------ ------ ------- � � � � � � � " ------ ------ ------ ------ ------ ------ ------ ------ ------- ------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------- ------- ------ ------- -------- -------- -------- -------- � - - - - - - - - - - - - - - - - � , , , � , , , � , , , , , , , , , , , , , , , , � , , , � � , , , , , , , , , , , , , , , , , , , , , , , , , � , , , , , , , , , , , , , , , , , , , , , , � , , Z , , , , , , , , , , , , , , , . , , , , , , , , , � , , , , , , , , , , , . , , , , , , , , , , , , , � , , , � , , , � , , , , , , , , , , , , , , , , , , , , , � , , , , , , , , , , , , , , , , , , , , , , , , , , , , � I� -------- -------- ---- – - ------ - – – - --------- --- – ----------- – ----------------- – – ------- ---------- – ---- – ------- -------- -------- ------ – – – ---- ----- – – – – --- --- – --- ------- – – ---- --------- ----- – ---- – ---- ----- – ------ -------- -------- � � � . , SEE :SHEET 4 PL4N VIEW ; 10 11 12 13 14 15 16 17 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 @ 12+70 -L- TEMPORARY PLATFORM 0.05 74 2 @ 13+16 -L- PROP. INTERIOR BENT #2 0.01 * Cofferdams - Temp Dewatering 3 @ 13+37 -L- EXISTING INTERIOR BENT #3 < 0.01 4 @ 13+80 -L- EXISTING INTERIOR BENT #4 < 0.01 5 @ 13+86 -L- PROP.INTERIOR BENT #3 0.01 * Cofferdams - Temp Dewatering 6 @ 14+11 -L- REMOVAL OF EX. WINGWALL < 0.01 66 7 13+99 TO 14+14 -L- RT BANK STABILIZATION < 0.01 22 TOTALS*: < 0.01 0.07 22 140*� 0 NOTES: *Permanent stream impacts due to two bents with three drilled piers each are estimated at 58 square feet. ** Temporary impacts overlap, the actual total temporary linear stream impact is 96'. 2013 10 24 • � � •, See Sheet � A For I ndex of Sheets , � 1442 1�, � �. i ' , 28' 1489 � �� Tennes�e• `'�`% ..-- '�:�. 1662 J �� 1659 1659 �� 44 � � Ellijay 1705 ��� I�03 � 64 V lCINIT Y MAP DETOUR ROUTE 172 �� � /� �: � 1324 . ' � �� � m /• ��' � '1724 ���I "` � , °' S, a �, > d �o Easf Franklin 441 �� �� � � �.�� � � ��� �� ��� � � ���� �� LOCATION LOCA TI01�: REPLA CEMEI�T OF BRIDGE 1�0. 22 O VER LITTLE TE1�I�ESSEE RIT�ER 01�1 US 441 B USII�ESS ro ��w�T�w � F�NKI/ N BEGIN TIP PROJECT 6-5125 —L— STA. 10 + 50.00 BEGIN CONSTRUCTION -DRWY- STA. 10 + 49.63 TO DOWNTOWN FRANKLIN TYPE OF WORI�: GRADI11tG, PA T�I1�G, DRAII�AGE, SIGI�ALS £� STR UCTURES. BEGIN CONSTRUCTION -Yl- STA. 30 + 00.00 ��� �� A�' �� ' V \\ \ C � �� N�y, � � �� 2 �� �� \ � �\ �� � ��oRr RTh � ��, '�, �� � Fqsr S 44� '�aiN ST �s So � � �Th � � � �W �m N � m US 441 BUS. N� (EAST MAIN ST.) � J BEGIN BRIDGE -L- STA. 11 + 99.58 � W � W � 2 W � J � _ � � W W � � N � � Q END BRIDGE 3 -L- STA. 14 + 52.20 j0 l �. % �� j - �� ) �v�' j `��' / e�' ��� �5 ��� � / � EI�D CONSTRUCTION - RWY- STA. 13 + 93.73 US 441 BUSINESS (EAST MAIN ST. .� �-------------- � i � � / �I NZ � ��=/I � = I � �_ % � �� -- ��T ST� T % m % � � � / / / � � J� � ,`O / THIS PROJECT IS WITHII� THE M U11lICIPAL BO U1�DARIES OF THE TO W1� OF FRAI�KLI1�. TO US 441 BYPASS CLEARII�G 01� THIS PROJECT SHALL BE PERFORMED TO LIMITS ESTABLISHED BY METHOD II. END TIP PROJECT B-5125 —L— STA. 17 + 2 0. 00 GRAPHIC SCALES DESIGI� DATA PROJECT LE11tGTH Prepored In the Offlce of: HYDRAULICS E1VGI11lEER ADT 2 Ol 3= 13,2 0o DI VISI01� OF HIGHWA YS 50 25 0 50 100 LEI�GTH ROADWAY TIP PROJECT 1110. B-5125 = 0.079 Miles. 1000 Birch Ridge Dr., Raleigh NC, 27610 a�a� ADT 2035 = 17,000 LE11lGTH STRUCTURE TIP PROJECT 11to. B-5125 = 0.048 Miles. �� �� ���� K = � � % 2012 STANDARD SPECIFICATIONS �@ po PLANS � D= 1 OO O�o P.E. � � TOTAL LE11lGTH TIP PROJECT 11to. B-5125 = 0.127 Miles. SIGNATURE: � � 50 25 0 50 100 T— 6��o * RIGHT OF WAY DATE: KEVIN E. MOORE, PE � o V= 45 MPH JANUARY 16, 2015 PROJECT ENGIII�EER ROADWAY DESIGI� ° E111G7111EER �`� �Q PROFILE (HORIZONTAL) * TTST =1% DUAL 5% o° Q LETTIIIIG DATE: STEVEN D. KENDALL PE ��� p�p���o � O rJ O � O 2 0 F U N C. C LAS S= C O L L E CTO R PROJECT DESIGN ENGINEER AUGUST 16, 2016 PROFILE (VERTICAL) REGIONAL TIER I'•E• DOCUMENT NOT CONSIDERED FINAL SIGNATURE: UNLESS ALL SIGNATURES COMPLETED 1 �ote: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line ------ County Line --- Township Line --- City Line -- Reservation Line - - Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line -X 0 E�P � a 123 x x— Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -W�B— — — — Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Known Soil Contamination: Area or Site �' Potential Soil Contamination: Area or Site � BUILDINGS AND OTHER CULTURE.• WLB EAB EPB .,. ? Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine �' Foundation � Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream BufFer Zone 1 BufFer Zone 2 F I ow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump �----� �----� JS BZ 1 BZ 2 . .. :"I'.,��'I'I�:' (�)I��' �(�)'�'III ��'.,��I'�(�)I:;I:�.��. I�I)� I � ' I : � I (�)J \ (�) I �� ° I I I � �� I I ��' . �� � " � � � � � � i � RAILROADS: Standard Gauge RR Signal Milepost $WltCil RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 � SWITCH ���� O 0 Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — . W i� 0 � W �^� � '. _. �� — �c �, f--, �A, E E TDE PDE DUE PUE TUE AUE � Proposed Slope Stakes Cut --- C--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal T�EGETATION.• Single Tree Single Shrub � � Hedge Woods Line � � � � � � � � � Orchard Vi neya rd EXISTING STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: � � � � Vineyord CONC � CONC WW � � CONC HW �--------� � CB �• P - - - -P- - - - Existing Telephone Pole -♦ Proposed Telephone Pole -O- Telephone Manhole O Telephone Booth � Telephone Pedestal � Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*j- - - - -T�- - - - Recorded U/G Fiber Optics Cable T FO Designated U/G Fiber Optics Cable (S.U.E.''�- - - - -T Fo- - - . WATER: Water Manhole O Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line W Designated U/G Water Line (S.U.E.* - - - -W- - - - Above Ground Water Line A�c water TV: TV Satellite Dish C TV Pedestal ❑� TV Towe r � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - - Recorded U/G Fiber Optic Cable T� F° Designated U/G Fiber Optic Cable (S.U.E.*� ----TV FO- -- GAS : Gas Valve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line — — — —G— — — - A/G Gas SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout 0 U/G Sanitary Sewer Line SS Above Ground Sanitary Sewer A/G Sanitory Sewer Recorded SS Forced Main Line F55 Designated SS Forced Main Line (S.U.E.*) — - - - -F55- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • a 0 Os - 7UTL - 0 �ST 0 � 0 AATU R E.O.I. � PROPERTY OWNERS � �, � � � � � ��, Z N� � o O "' �„ "'- _' o �o 0 � THE LAND TRUST FOR THE � o ����� � o O LITTLE TENNESSEE RIVER. INC. O QBDU p g �w q�� P GY 1 6 3T� UX. 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"'P -DRWY- PCC Sto. 33.24 FERK PRo�E�T P� � o,�ti� �AKE EMORY & ^� DB H-32 PG 287 � \ TENNESSEETRIVER � ' -Y - T Sto. 36 +84.39 � 'E r� � � �n a� ��! END � P�v ^ M R =101 � + � 2'-b" C&G -- . `' � o �� � `��-_ , . . � - -. - : _- �=..^, -- - - - - , �� • � 1 [:.7�� � � � • 1 �� �• ' ' . "����i _ 1 �F�►b'�'JIII� ' ��� i � ��� ��1 35' 40' D ETAI L "A" %�� ci � a REMOV �I REPLACE JB i�I o �jtEr,4fL - � IMOVf ^ r I � � 4'- `" � � RETAIN EX.�TEMSII US 44/ BUS. EAST MAIN ST. 60' BST _ BST o RETAIN �� RETAIN �,,A _ �� � � �� SIG POLE CO C CURB --= - � I � �C` - � ------ - -�� ---' --------- / � � CONC � �- Le 40 - - - -- � �\Cp -� I � � -//- � - - - - - 4 PL, � - - - � c - P - -- � � ��^ 42 � P� � Q �/ I /�• �V / CONC CURB ExiSTwG Riw o, EMOVE9-S� NS P���„ �, ,A� � e�,, � S��o�oN� � 48 II � XIST. RC 0 `�, `- � � � / �//,, BOX � % �' �, � � T E TL +44 0� � l/�� I I � l/z� � I5' SIGN / �� � � � I � ��1 � II' �� �� � GRA POIN EXTER S� �� � � 2SBKBUS M" 250' AP R RET IN � ' I� �� � / DB D-13 PG 94 � �i °� � esr��� SET PK + ��� � l I I � I� ,���� DB Y-9 PG 3 /� � � +05 SET PK, I J�� o��� ,o / 0�S /i,�c,�e � w � ��"�� , SET PK °�� % I I / I � ; / � s o� �S� ��-� � ` -�o � ' 3a �Q 47 + 75 °� ��/ I � I, / Q ii �`' � i � � � SgKBUs 45' � l � I; � ��// �� 30„ i � � � / , � , �p � 34.35' � / / / �/� /ti// �\�� i � � / \ / � M -- C'���q„p� / /� \�\ /� `�% 8S TERR � �%� �b � � �� � ' � ��� � � , � q C�TT � � �'/ / �� � � ,� � � / 9 q i ;i/ � �� i� � � / JAMES . PARRISH. ET. U . � / / / / 1 � /� iSB�KW�Feus � SET PK, DB L-14 PG 119 / / �� �� � s��S� is SET PK � �\ � � / / //oe / \� _ xisrN� � WT A�� MT �g�S + 93 � • �j / � //� / \ � I 51' � � l l /������C _ _ D� �I ��� �� 37.10' PK NAIL ��� / / � � \ � � � / / �� � � � � ��_ �� C� ��Rg � , \ / v, � � D1-�-'� =� g" P�C Qg �� � - \ Q � / / � \/ � I 8„OIPC= 1� = ANDONEDI � � � \ P � 7 � DIP � �J a _ � / qR�qe� / /// � EX�STiN� Riw _ w � � T� � � � �= � e� ��'/ F R�ry/ �-�� ��RST C�N� �� RB / ��� y / - S�2�T � � / / / � /��� /��' / / _ � ��,� �� -BY4 16 �� ��/ �/ -BYS- � /�C' / / �'� � �/ -BY4-17 TOWN OF FRANKLIN � �/� �/ / DB 5-28 PG 1982 -DRWY - -L - -y/ - - B Y 5 - I 8 Pl Sto 11+45.69 Pl Sto 12+78.22 Pl Sto 13+78.64 Pl Sta 11+30.70 Pl Sto 35 +56.33 � DE NOTES SI DEWALK p= 73° 05' 15.3" �LT J 0= 20° 33' 4/.9" �LT J �= 84° 28' 37.9" �LT J �= 3° 04' 14.9" lRT 1 p= 20° 03' 28.0" lLT J D= 88° 08' S0.5" D= l8° 28' S7.0" D= ll4° 35' 29.6" D= 2° 5/' S3.2" D=% 45' 00.0" L= 82.92' L= ll1.25' L= 73.72' L= 107.19' L= 258.8/' T= 48.17' T= 56.23' T= 45.40' T= 53.6/' T= 130.74' R= 65.00' R= 3/0.00' R= 50.00' R= 2,000.00' R= 739.30'