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Home My WebLink About20140591 Ver 1_Application_20140611 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY June 11, 2014 Washington Regulatory Field Office US Army Corps of Engineers 2407 West 5th St. Washington, North Carolina 27889 ATTN: Mr. Tom Steffens NCDOT Coordinator Dear Sir: Subject: Application for a Section 10 and a Section 404 Nationwide Permit No. 23, Section 401 Water Quality Certification and Neuse River Riparian Buffer Authorization for the proposed replacement of Bridges 42 & 43 over Neuse River and Bridges 26 and 28 over Neuse River Overflow, Lenoir County. TIP No. B-4565; Federal Aid Project No. BRSTP-70B(5); Debit $240 from WBS No. 33773.1.1 The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge Nos. 42 and 43, a pair of 426-foot, 4-span bridges with 485-foot, 4-span bridges and Bridge Nos. 26 and 28, 211-foot, a pair of 3-span bridges with 261-foot 3-span bridges on the existing alignment. These bridges will be replaced on the existing alignment while traffic will be shifted to an off- site detour. Permanent impacts to riparian wetlands include 0.19 acre of fill. Please see enclosed copies of the Pre-Construction Notification (PCN), Crescent Road Mitigation Site debit ledger, permit drawings, stormwater management plan, utility drawings, and design plans for the above referenced project. The Programmatic Categorical Exclusion (PCE) was completed in October 2013 and distributed shortly thereafter. This project calls for a letting date of January 20, 2014 and a review date of December 2, 2014. The project schedule may be advanced if funding becomes available. Regulatory Approvals Section 404 Permit: All aspects of this project are being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT requests that the project be authorized by NW 23 for bridge construction. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH NC 27699-1548 TELEPHONE: 919-707-6000 FAX: 919-250-4224 WEBSITE: WWW.NCDOT.GOV/DOH/PRECONSTRUCT/PE/ LOCATION: CENTURY CENTER, BUILDING A 1000 BIRCH RIDGE DRIVE RALEIGH NC 27610 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 23 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Replacement of Bridges 42, 43, 26 and 28 over the Neuse River and Overflow US 70/258 Business 2b. County: Lenoir 2c. Nearest municipality / town: Kinston 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4565 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6140 3g. Fax no.: (919) 250-4224 3h. Email address: jsmerritt@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 1 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 2 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 35.246519 Longitude: - 77.582978 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 20 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Neuse River 2b. Water Quality Classification of nearest receiving water: C;NSW 2c. River basin: Neuse 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: Existing conditions at the site include maintained/disturbed roadside shoulder and forested areas. Land use in the project vicinity is predominantly commercial. 3b. List the total estimated acreage of all existing wetlands on the property: 4.77 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 200 3d. Explain the purpose of the proposed project: To replace bridges 42, 43, 26 and 28 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing bridges 42, 43, 26, and 28 on the existing alignment. Traffic will follow an offsite detour during construction. 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 / project (including all prior phases) in the past? Comments: Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Chris Underwood Agency/Consultant Company: NCDOT Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. May 8, 2006 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 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. 3 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 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Excavation/ mechanized clearing Riverine Yes No Corps DWQ 0.02 Site 2 P T Fill/mechanized clearing Riverine Yes No Corps DWQ 0.12 Site 2 P T Temp. fill Riverine Yes No Corps DWQ 0.02 Site 3 P T Fill/mechanized clearing Riverine Yes No Corps DWQ 0.04 Site 4* P T Power Pole Riverine Yes No Corps DWQ <0.01 Site 6* P T Power Pole Riverine Yes No Corps DWQ <0.01 2g. Total wetland impacts 0.19 Permanent 0.02 Temporary 2h. Comments: - *Utility impacts; Impacts due to overflow bent pile <0.01 acre. There will also be 1.52 acres of hand clearing due to utility relocations. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T PER INT Corps DWQ Site 2 P T PER INT Corps DWQ Site 3 P T PER INT Corps DWQ Site 4 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 0 Perm 0 Temp 3i. Comments: Impact due to interior bent pile is < 0.01 acre 4 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. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O1 P T O2 P T O3 P T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated Flooded 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: 5 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1* P T Phone line Neuse Yes No 5,928 B2* P T Phone line Neuse Yes No 3,783 B1 P T Roadway Neuse Yes No 10 624 B1 P T Bridge Neuse Yes No 4,359 1,459 B2 P T Bridge Neuse Yes No 3,365 969 6h. Total buffer impacts 13,662 6,835 6i. Comments: *Utility impacts 6 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 bridges No. 42 & 43 are 59 feet longer and bridges No. 26 & 28 are 50 feet longer than the existing bridges. The existing causeway is utilized to minimize jurisdictional impacts. A moratorium on in-water construction will be in place from February 15 to June 15 of any given year for anadromous fish. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Construction will be top-down. Best Management Practices for the Protection of Surface Waters, as well as, Best Management Practices for Construction and Maintenance Activities will be implemented. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank 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: 0.36 acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: The Crescent Road Mitigation Site will be debited. 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. See attached Crescent Road Mitigation Site debit ledger 7 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (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: 8 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If not, explain why. Comments: Yes No 2. Stormwater Management 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 and stormwater management plan. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 9 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 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.) Comments: Yes No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 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 additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable 10 (Version 1.2; Released September 2011) B-4565 County(ies):Lenoir Page 1 of 2 Project Type:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Design/Future:Existing: Supplemental: Nutrient Sensitive Waters (NSW) Primary: Neuse River Neuse beanderson@ncdot.gov TWO 12'-14' TRAVEL LANES IN EACH DIRECTION WITH A 6' OUTSIDE SHOULDER. TOTAL PAVEMNET WIDTH IS 66.9'. DUAL BRIDGES EACH HAVING APPROXIMATE PAVEMENT WIDTH OF 28' Neuse Buffer Rules apply through out the entire project NCDWQ Stream Index No.: Project/TIP No.: NCDOT Contact: Project No.:B-4565 Contractor / Designer: patkinson@ncdot.gov General Project Information Address: 1/24/2014 North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS Paul Atkinson, PE Bridge Replacement ac. General Project Narrative:REPLACEMENT OF DUAL BRIDGES 42 AND 43 WITH ONE BRIDGE OVER THE NEUSE RIVER. THE RECOMMENDED STRUCTURE IS 1@ 115', 2@ 125', 1@ 120' WITH 72" MODIFIED BULB TEE. IN ADDITION, REPLACEMENT OF DUAL OVERFLOW BRIDGES 26 AND 28 WITH ONE BRIDGE OVER THE OVERFLOW ON US 70/28 BUISNESS (SOUTH QUEEN STREET). THE RECOMMENDED OVERFLOW STRUCTURE IS 1@ 90', 1@ 80', 1@ 90' WITH 54" PRESTRESSED CONCRETE GIRDER. THIS PROJECT HAS STORM DRAINAGE SYSTEMS COLLECTING BRIDGE/ROAD DISCHARGE WHICH WILL BE DISSIPATED BY RIP RAP PADS. THIS PROJECT ALSO HAS A STORM DRAINAGE SYSTEM COLLECTING BRIDGE/ROAD DISCHARGE WHICH IS TREATED IN A GRASS LINED SWALE BEFORE DISCHARGING IN THE NEUSE RIVER. Typical Cross Section Description: References 21600 (ADT 2015)Average Daily Traffic (veh/hr/day): ac. Other Stream Classification: Brook Anderson, PE City/Town: (919)707-6706 Address: Kinston (919)707-6707 Lenoir No NCDWQ Surface Water Classification for Primary Receiving Water 303(d) Impairments: River Basin(s): Primary Receiving Water: Class C Buffer Rules in Effect Project Description Surrounding Land Use: 0.443 miles 44000 (ADT 2035) Project Built-Upon Area (ac.) Proposed Project Existing Site Project Length (lin. Miles or feet): (Version 1.2; Released September 2011) B-4565 County(ies):Lenoir Page 2 of 2 Sheet No. Station (From / To) Stream Crossing Station Base Width (ft) Front Slope (H:V) Back Slope (H:V) Drainage Area (ac) Recommended Treatment Length (ft) Actual Length (ft) Longitudinal Slope (%) Q2 (cfs) V2 (fps) Q10 (cfs) V10 (fps) Rock Checks Used 15+30 17+60 0 0 0 No1.50.98 98 0 0 4.5 5.6 North Carolina Department of Transportation Swales 0.0 3 3 105 0 4 Project/TIP No.: 1.4 Highway Stormwater Program 0.30% 0 0 0 0 0 0 0 0 0 0 0 0 0 Additional Comments Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), been met and verified? If No, provide further explanantion of why design criteria was not met. STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS NO YES W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T EN G L I S H S H E E T 1 O F 8 P E R M I T D R A W I N G VICINITY MAPDENOTES OFFSITE DETOUR BRIDGES #42 & #43 BRIDGES #26 & #28OVERFLOW S I T E 1 S I T E 2 S I T E 3 B R I D G E T E M P . W O R K B R I D G E O V E R F L O W N EU S E R IVE R N EU SE R IVE R B E G I N B R I D G E E N D B R I D G E KINSTONSkinner’s By-Pass 1354136413531356King135713571348135013581351Rd.OldAsphaltRd.BectonSt.1stSt.E.Bern S.Queen St.EarlTyndallRd.New%258 %BUS70258%BYP70258 (1155(58d PinkHillSt.NEUSERIVERVICINITY MAPDENOTES OFFSITE DETOUR 4 PROJECTSITE%70U S 258 - L - U S 7 0 / 2 5 8 ( S . Q U E E N S T.) 5 L E N O I R C O U N T Y 2550100502550100505 1020 10 DTV ======40 %%MPH ADTADT% * D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S FUNC CLASS=URBAN ARTERIAL NOTE: CLEARING ON THIS PROJECT SHALL BE PERFORMED NOTE: THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIE S O F K I N S T O N . LE N G T H O F R O A D W A Y T I P P R O J E C T B - 4 5 6 5 TO T A L L E N G T H O F T I P P R O J E C T B - 4 5 6 5 === See Sheet 1-B For Conventional SymbolsSee Sheet 1-C For Survey Control Sheet A N D O V E R F L O W O N U S 7 0 / 2 5 8 B U S I N E S S B E G I N B R I D G E E N D B R I D G E 0 . 3 0 2 M I L E S 0 . 1 4 1 M I L E S 0 . 4 4 3 M I L E S A P R I L 1 8 , 2 0 1 4 - L - S T A . 1 7 + 7 5 . 0 0 - L - S T A . 2 2 + 6 0 . 0 0 - L - S T A . 3 0 + 8 7 . 5 8 - L - S T A . 2 8 + 2 6 . 4 2 G A R Y L O V E R I N G , P E 2015203521,60044,0009657 B R I D G E S 4 2 , 4 3 , 2 6 A N D 2 8 O V E R T H E N E U S E R I V E R ( S O U T H Q U E E N S T R E E T ) 000PROFILE (HORIZONTAL) 3 3 7 7 3 . 1 . 1 P . E . 3 3 7 7 3 . 2 . 1 R / W B R S T P - 7 0 B ( 5 ) B R S T P - 7 0 B ( 5 ) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A P . E . S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : T Y P E O F W O R K : 09/08/99 B - 4 5 6 5 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 000 See Sheet 1-A For Index of Sheets$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CON TRACT:TIP PROJECT:B-4565 S T A T E H I G H W A Y D E S I G N E N G I N E E R DEPARTMENT O F T R A N S P OR T A T IO N S T ATE O F N O R T H C AROLINA *S.U.E. = Subsurface Utility EngineeringNote: Not to Scale S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S CO N V E N T I O N A L P L A N S H E E T S Y M B O L S W . N EW BER N R D . U S 70 / 258 BYPASS E. N EW BER N R D . U S 70 / N C 58 N C 11/55 S T A . 3 4 + 5 0 . 0 0 - L - E N D T I P P R O J E C T B - 4 5 6 5 - Y 1 - S T A . 1 5 + 0 0 . 0 0 E N D C O N S T R U C T I O N BEGIN TIP PROJECT B- 4 5 6 5 STA. -L- 11+09.00 * TTST 4%DUAL 3%* DESIGN EXCEPTION REQUIRED FOR SUPERELEVATION BRIDGES #42 & #43 BRIDGES #26 & #28OVERFLOW C H R I S T O P H E R H . L E E C I T Y L I M I T K I N S T O N K J A N U A R Y 2 0 , 2 0 1 5 LE N G T H O F S T R U C T U R E S T I P P R O J E C T B - 4 5 6 5 TO R IC H L A N D S Richlands - D R I V E - -Y1A- G R A D I N G , D R A I N A G E , P A V I N G , S T R U C T U R E S , A N D S I G N A L S TO THE LIMITS ESTABLISHED BY METHOD III. N A D 83 EN G L I S H G R A P H I C S C A L E 0 ’ 1 0 0 ’ 1 0 0 ’ B R I D G E T E M P . W O R K W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T S H E E T 2 O F 8 P E R M I T D R A W I N G B R I D G E N E U S E R I V E R DTGCB CBCBw/MH TB JB CB DICBCBDI D I D I C B D I C B 15" R C P- V 15" RCP-III 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-III 15 " RC P- V 18" RCP-V 15" RCP-III R I P R A P C L B C B D I D I C B D I CB CB CB CB CB2GI 15 " RC P-V 15" RCP-V 15" RCP-V 18" RCP-V 18" RCP-V SYSTEM RETAIN EXISTINGSYSTEMRETAIN EXISTINGSYSTEMRETAIN EXISTING EXIST CB REMOVEEXIST 2GI REMOVEEXIST 18’ RCP REMOVE EXIST 18" RCP REMOVE 17’ OF 15" RCP-V C L B R I P R A P 18 " RC P-III T O E L E V = 3 6 . 1 C L A S S I I R I P R A P 2 E L B O W S 1 5 " C S P W / C B R I P R A P C L B T O E L E V = 3 6 . 1 C L A S S I I R I P R A P 18" RCP-III 15 " RC P- IV 15 " RC P- IV 1 5 " R C P - I V N A T U R A L G R O U N D E X C A V A T E T O E S T . 9 . 3 S Y F I L T R A T I O N G E O T E X T I L E E S T . 4 . 2 T O N S C L . I R I P R A P 15" RCP-V 15" RCP-V 18" RCP-V 1 8 " R C P - I V 1 5 " R C P - I V D 1 0 = 0 . 8 ’ D 1 0 = 1 . 1 ’ V 1 0 = 3 . 5 f p s V 1 0 = 1 . 5 f p s Q 1 0 = 6 . 6 c f s Q 1 0 = 5 . 6 c f s D 2 = 0 . 4 ’ D 2 = 1 . 0 ’ V 2 = 1 . 4 f p s V 2 = 3 . 3 f p s Q 2 = 5 . 1 c f s Q 2 = 4 . 5 c f s S L O P E = 0 . 0 4 S L O P E = 0 . 0 0 3 F R O M S T A . 1 5 + 3 0 T O 1 7 + 6 0 L P R O . = 1 0 5 f t L R E Q . = 9 8 f t D A = 0 . 9 8 a c G R A S S S W A L E D A T A G R A S S E D S W A L E ( N o t t o S c a l e ) D Flatter 3:1 or Flatter 3:1 or b 1 " / F t . - L - S T A . 1 7 + 0 0 T O S T A . 1 7 + 6 0 R T b = 5 F t . M i n . D = V a r . D E T A I L B G r o u n d N a t u r a l S l o p e F i l l Flatter 3:1 or D Flatter 3:1 or ( N o t t o S c a l e ) G R A S S E D S W A L E - L - S T A . 1 5 + 3 0 T O S T A . 1 6 + + 1 1 R T D E T A I L C M i n . D = 1 . 5 F t . G r o u n d N a t u r a l S l o p e D i t c h F r o n t S E E D E T A I L C G R A S S E D S W A L E S E E D E T A I L B G R A S S E D S W A L E W C R W C R 1 5 10 15 20 G R A U 3 5 0 T L- 3 A T - 1 1515REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 4 B - 4 5 6 5 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 M ATCH LIN E SHEET N O . 5 -L- STA. 24+00.00 N A D 83 11/18/13 DESIGN REVISION (TLS) - ENLARGED PORK CHOP ISLAND AT US 70/US 70B TO ACCOMODATE A MAST ARM SIGNAL POLE. 367 KENNELS G R P A D O C K L O A D B O N P IL IN G S 1S F D 35 S E C M E C M WD D E CK 72" CHL & 3SBW 4 8 " C H L 72" CHL S G R P A 3 6 " W D R A I L I N F O S I G N N C C I V I L W A R T R A I L S C E M E T E R Y GR PALEN14 B R I D G E S 4 2 & 4 3 72" WD 150.00’ S B L B R I D G E C E N T E R G I R D E R S A R E S T E E L I B E A M S N O T E : B R I D G E S H A V E C O N C D E C K S , B E N T S , H W , W W , G I R D E R S , P I L I N G S & G U A R D R A I L S 18" RCP NEU S E R IVER N EU SE R IVER S CB B U S 1 S F B U S 1S MT L BUS 1SBLK B U S 1 S B K & C H A I N W D P O S T S D I E X I S T I N G R / W E X I S T I N G R / W COMPANY, INC.TURNERS TRACTOR AND IMPLEMENTWILLIAM E. BREWER, J R . , e t a l H O W C O R P , L . L . C . 5 5 5 5 5 5 , I N C . R A Y R A N D A L L W I L L I A M G . R A N D O L P H U N K N O W N LUCILE W. PA R K E R 15" RCPCBDIDI12" RCP END NOT FOUND END NOT FOUND C H A S E J E R R Y L . 1 2 3 4 5 6 8 7 1 2 4 ’ + 7 3 13 C C C C C C C C C EN G L I S H G R A P H I C S C A L E 0 ’ 1 0 0 ’ 1 0 0 ’ B R I D G E T E M P . W O R K W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T S H E E T 3 O F 8 P E R M I T D R A W I N G B R I D G E N E U S E R I V E R DTGCB CBCBw/MH TB JB CB DICBCBDI D I D I C B D I C B 15" R C P- V 15" RCP-III 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-III 15 " RC P- V 18" RCP-V 15" RCP-III R I P R A P C L B C B D I D I C B D I CB CB CB CB CB2GI 15 " RC P-V 15" RCP-V 15" RCP-V 18" RCP-V 18" RCP-V SYSTEM RETAIN EXISTINGSYSTEMRETAIN EXISTINGSYSTEMRETAIN EXISTING EXIST CB REMOVEEXIST 2GI REMOVEEXIST 18’ RCP REMOVE EXIST 18" RCP REMOVE 17’ OF 15" RCP-V C L B R I P R A P 18 " RC P-III T O E L E V = 3 6 . 1 C L A S S I I R I P R A P 2 E L B O W S 1 5 " C S P W / C B R I P R A P C L B T O E L E V = 3 6 . 1 C L A S S I I R I P R A P 18" RCP-III 15 " RC P- IV 15 " RC P- IV 1 5 " R C P - I V N A T U R A L G R O U N D E X C A V A T E T O E S T . 9 . 3 S Y F I L T R A T I O N G E O T E X T I L E E S T . 4 . 2 T O N S C L . I R I P R A P 15" RCP-V 15" RCP-V 18" RCP-V 1 8 " R C P - I V 1 5 " R C P - I V D 1 0 = 0 . 8 ’ D 1 0 = 1 . 1 ’ V 1 0 = 3 . 5 f p s V 1 0 = 1 . 5 f p s Q 1 0 = 6 . 6 c f s Q 1 0 = 5 . 6 c f s D 2 = 0 . 4 ’ D 2 = 1 . 0 ’ V 2 = 1 . 4 f p s V 2 = 3 . 3 f p s Q 2 = 5 . 1 c f s Q 2 = 4 . 5 c f s S L O P E = 0 . 0 4 S L O P E = 0 . 0 0 3 F R O M S T A . 1 5 + 3 0 T O 1 7 + 6 0 L P R O . = 1 0 5 f t L R E Q . = 9 8 f t D A = 0 . 9 8 a c G R A S S S W A L E D A T A G R A S S E D S W A L E ( N o t t o S c a l e ) D Flatter 3:1 or Flatter 3:1 or b 1 " / F t . - L - S T A . 1 7 + 0 0 T O S T A . 1 7 + 6 0 R T b = 5 F t . M i n . D = V a r . D E T A I L B G r o u n d N a t u r a l S l o p e F i l l Flatter 3:1 or D Flatter 3:1 or ( N o t t o S c a l e ) G R A S S E D S W A L E - L - S T A . 1 5 + 3 0 T O S T A . 1 6 + + 1 1 R T D E T A I L C M i n . D = 1 . 5 F t . G r o u n d N a t u r a l S l o p e D i t c h F r o n t S E E D E T A I L C G R A S S E D S W A L E S E E D E T A I L B G R A S S E D S W A L E W C R W C R 1 5 10 15 20 G R A U 3 5 0 T L- 3 A T - 1 1515REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 4 B - 4 5 6 5 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 M ATCH LIN E SHEET N O . 5 -L- STA. 24+00.00 N A D 83 11/18/13 DESIGN REVISION (TLS) - ENLARGED PORK CHOP ISLAND AT US 70/US 70B TO ACCOMODATE A MAST ARM SIGNAL POLE. 367 KENNELS G R P A D O C K L O A D B O N P IL IN G S 1S F D 35 S E C M E C M WD D E CK 72" CHL & 3SBW 4 8 " C H L 72" CHL S G R P A 3 6 " W D R A I L I N F O S I G N N C C I V I L W A R T R A I L S C E M E T E R Y GR PALEN14 B R I D G E S 4 2 & 4 3 72" WD 150.00’ S B L B R I D G E C E N T E R G I R D E R S A R E S T E E L I B E A M S N O T E : B R I D G E S H A V E C O N C D E C K S , B E N T S , H W , W W , G I R D E R S , P I L I N G S & G U A R D R A I L S 18" RCP NEU S E R IVER N EU SE R IVER S CB B U S 1 S F B U S 1S MT L BUS 1SBLK B U S 1 S B K & C H A I N W D P O S T S D I E X I S T I N G R / W E X I S T I N G R / W COMPANY, INC.TURNERS TRACTOR AND IMPLEMENTWILLIAM E. BREWER, J R . , e t a l H O W C O R P , L . L . C . 5 5 5 5 5 5 , I N C . R A Y R A N D A L L W I L L I A M G . R A N D O L P H U N K N O W N LUCILE W. PA R K E R 15" RCPCBDIDI12" RCP END NOT FOUND END NOT FOUND C H A S E J E R R Y L . 1 2 3 4 5 6 8 7 1 2 4 ’ + 7 3 13 7 7 8 8 8 9 9 9 9 9 9 10 10 10 10 1 0 10 10 1 0 10 10 10 10 10 10 10 10 10 10 11 11 11 11 11 1 1 11 11 11 12 12 12 12 12 12 13 13 13 13 13 14 14 14 14 14 15 15 15 15 15 15 15 15 15 1 5 16 16 16 16 17 17 17 17 18 18 18 18 19 19 19 19 19 2 0 20 20 20 202 0 20 20 20 2 0 2 0 2 1 21 21 21 21 2 2 22 2 2 22 22 23 2 3 23 23 2 3 2 4 24 24 24 2 4 2 4 24 24 2 4 24 24 25 2 5 2 5 25 25 25 25 2 5 25 25 2 5 2 5 2 5 2 5 2 5 25 25 25 2 5 25 2 5 2 5 25 2 5 25 25 26 26 2 6 26 26 2 6 26 26 2 6 26 26 26 27 2 7 27 27 2 7 2 7 27 27 27 2 7 2 8 28 28 28 28 28 2 8 28 28 28 2 8 29 2 9 29 29 29 29 29 2 9 29 29 2 9 29 30 3 0 3 0 3 0 30 30 30 30 30 30 3 0 30 3 0 30 3 0 3 0 3 0 30 3 0 30 30 30 31 31 31 31 31 3 1 31 31 31 31 31 32 32 32 3 2 32 32 3 2 32 3 2 32 33 33 3 3 3 3 33 3 3 33 33 3 3 33 3 3 33 3333333434343434343434 34 3 4 34 34 34 3 4 3 4 34 3 4 34 34 3 4 34 34 34 34 34 35353535353535353535 3 5 35 35 3 5 3 5 35 3 5 3 5 35 35 3 5 35 35 35 3 5 35 3 5 35 3 5 3 5 35 3535353535 35 35 3 5 35 3 5 3 5 3 5 3 5 35353535353535 3 5 35 35 35 36 36 36 36 3 6 36 36 3 6 36363636363636363636363636 3 6 36 36 36 3636 36 3636 3 6 36 36363636 37 37 3 7 3 7 3 7 37 37373737373737 37 37 37 37 3737 3 8 38 3 8 3 8 38 383838 3 8 3 8 3838 38 38 3 8 38 39 3 9 3 9 3 9 39 3 9 3 9 39 39 4 0 4 0 4 0 4 0 40 4 0 40 4 0 4 0 4 0 40 4 0 4 0 40 4 0 4 0 40 4 0 4 0 4 0 40 41 41 7 7 8 8 8 9 9 9 9 9 9 10 10 10 10 1 0 10 10 1 0 10 10 10 10 10 10 10 10 10 10 11 11 11 11 11 1 1 11 11 11 12 12 12 12 12 12 13 13 13 13 13 14 14 14 14 14 15 15 15 15 15 15 15 15 15 1 5 16 16 16 16 17 17 17 17 18 18 18 18 19 19 19 19 19 2 0 20 20 20 202 0 20 20 20 2 0 2 0 2 1 21 21 21 21 2 2 22 2 2 22 22 23 2 3 23 23 2 3 2 4 24 24 24 2 4 2 4 24 24 2 4 24 24 25 2 5 2 5 25 25 25 25 2 5 25 25 2 5 2 5 2 5 2 5 2 5 25 25 25 2 5 25 2 5 2 5 25 2 5 25 25 26 26 2 6 26 26 2 6 26 26 2 6 26 26 26 27 2 7 27 27 2 7 2 7 27 27 27 2 7 2 8 28 28 28 28 28 2 8 28 28 28 2 8 29 2 9 29 29 29 29 29 2 9 29 29 2 9 29 30 3 0 3 0 3 0 30 30 30 30 30 30 3 0 30 3 0 30 3 0 3 0 3 0 30 3 0 30 30 30 31 31 31 31 31 3 1 31 31 31 31 31 32 32 32 3 2 32 32 3 2 32 3 2 32 33 33 3 3 3 3 33 3 3 33 33 3 3 33 3 3 33 3333333434343434343434 34 3 4 34 34 34 3 4 3 4 34 3 4 34 34 3 4 34 34 34 34 34 35353535353535353535 3 5 35 35 3 5 3 5 35 3 5 3 5 35 35 3 5 35 35 35 3 5 35 3 5 35 3 5 3 5 35 3535353535 35 35 3 5 35 3 5 3 5 3 5 3 5 35353535353535 3 5 35 35 35 36 36 36 36 3 6 36 36 3 6 36363636363636363636363636 3 6 36 36 36 3636 36 3636 3 6 36 36363636 37 37 3 7 3 7 3 7 37 37373737373737 37 37 37 37 3737 3 8 38 3 8 3 8 38 383838 3 8 3 8 3838 38 38 3 8 38 39 3 9 3 9 3 9 39 3 9 3 9 39 39 4 0 4 0 4 0 4 0 40 4 0 40 4 0 4 0 4 0 40 4 0 4 0 40 4 0 4 0 40 4 0 4 0 4 0 40 41 41 C C C C C C C C C S H E E T 4 O F 8 P E R M I T D R A W I N G W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T H C H C C L E A R I N G D E N O T E S H A N D W E T L A N D D E N O T E S F I L L I N F F C L E A R I N G D E N O T E S M E C H A N I Z E D * * * ** * ** * ** E E I N W E T L A N D D E N O T E S E X C A V A T I O N ENGLISHGRAPHIC SCALE 0’100’100’ V 1 0 = 0 . 4 1 f p s Q 1 0 = 1 . 4 c f s V10=0.16fp s Q10=2.6cf s B R I D G E O V E R F L O W F I L L I N W E T L A N D S WE T L A N D EX C A V A T I O N I N M E C H A N I Z E D C L E A R I N G S I T E 3 F I L L I N W E T L A N D S 15 " C M P 15" CMP C B 6 " C U R B 12 " C U R B ( 2 X ) E N L A R G E M E N T ( 5 X ) E N L A R G E M E N T M E C H A N I Z E D C L E A R I N G F I L L I N W E T L A N D S S I T E 1 S I T E 2 M E C H A N I Z E D C L E A R I N G I N W E T L A N D S T E M P O R A R Y F I L L I N W E T L A N D S T E M P O R A R Y F I L L RIP RAP CL B CL B RIP RAP C B 15" RCP-V D I 15" RCP-V C B 15" RCP- V 15" RCP-IV 15" RCP-V 15" RCP-V 15" RCP-V CBDI R I P R A P C L B C L B R I P R A P C L B R I P R A P C L B R I P R A P 15" RCP-V 1 5 " R C P - V 15" RCP-V 15" RCP-V 15" CSP W/ 2 E L B O W S 1 5 " C S P W / 2 E L B O W S 15" CSP W/ 2 ELBOWS15" CSP W/ 2 E L B O W S DI CBCBDICBDI D I C B D I D I C B C B C B N A T U R A L G R O U N D E X C A V A T E T O T O E L E V . 3 6 . 1 ’ C L A S S I I R I P R A P T O E L E V . 3 6 . 1 ’ C L A S S I I R I P R A P W / 2 E L B O W S 1 5 " C S P W / 2 E L B O W S 1 5 " C S P A N A D 8 3 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99MATCH LINE SHEET NO . 4 -L- STA. 24+00.00 B - 4 5 6 5 5 12" HDPE12" HDPE 15 " C M P BST PA60" CONC WALK 6 0 " CON C WALK 60" CONC WA LK 15" CMP 15" CMP DI D I S C B C B 6 " C U R B 6 " C U R B 12 " C U R B S C O N CC O N C C I T Y O F K I N S T O N GR PA H O W A R D D E V E L O P E M E N T , I N C . RAY RANDALL C I T Y O F K I N S T O N WILLIAM G. RANDOLPH 18" CMP 18" CMP C B C B C B C B 2 4 " C & G2 4 " C & G TSB ’42 LBN .TS NEEUQ 85 CN .SUB 852 SU .SUB 07 SU US70BUS.US258BUS.NC58QUEENST.SBL24’BST U S 7 0 B U S. U S 2 5 8 B U S. N C 5 8 Q U E E N S T. 6 8 ’ B S T P E R R Y E L Y J R . D A N & W A R R E N & L A N I E R , L I N D A J . 10 1 1 7 9 1 2 1 5 1 4 C C C C C C C C C C F F F F F F FFFFF F F F F F F F F F S H E E T 5 O F 8 P E R M I T D R A W I N G W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T H C H C C L E A R I N G D E N O T E S H A N D W E T L A N D D E N O T E S F I L L I N F F C L E A R I N G D E N O T E S M E C H A N I Z E D * * * ** * ** * ** E E I N W E T L A N D D E N O T E S E X C A V A T I O N ENGLISHGRAPHIC SCALE 0’100’100’ V 1 0 = 0 . 4 1 f p s Q 1 0 = 1 . 4 c f s V10=0.16fp s Q10=2.6cf s B R I D G E O V E R F L O W F I L L I N W E T L A N D S WE T L A N D EX C A V A T I O N I N M E C H A N I Z E D C L E A R I N G S I T E 3 F I L L I N W E T L A N D S 15 " C M P 15" CMP C B 6 " C U R B 12 " C U R B ( 2 X ) E N L A R G E M E N T ( 5 X ) E N L A R G E M E N T M E C H A N I Z E D C L E A R I N G F I L L I N W E T L A N D S S I T E 1 S I T E 2 M E C H A N I Z E D C L E A R I N G I N W E T L A N D S T E M P O R A R Y F I L L I N W E T L A N D S T E M P O R A R Y F I L L RIP RAP CL B CL B RIP RAP C B 15" RCP-V D I 15" RCP-V C B 15" RCP- V 15" RCP-IV 15" RCP-V 15" RCP-V 15" RCP-V CBDI R I P R A P C L B C L B R I P R A P C L B R I P R A P C L B R I P R A P 15" RCP-V 1 5 " R C P - V 15" RCP-V 15" RCP-V 15" CSP W/ 2 E L B O W S 1 5 " C S P W / 2 E L B O W S 15" CSP W/ 2 ELBOWS15" CSP W/ 2 E L B O W S DI CBCBDICBDI D I C B D I D I C B C B C B N A T U R A L G R O U N D E X C A V A T E T O T O E L E V . 3 6 . 1 ’ C L A S S I I R I P R A P T O E L E V . 3 6 . 1 ’ C L A S S I I R I P R A P W / 2 E L B O W S 1 5 " C S P W / 2 E L B O W S 1 5 " C S P 14 15 16 181818 191919191919 1919202020 20 2020 2020 20 212121 21 21 2222 22 22 2 2 22 2222 2 2 22 2 2 22 22 22 22 2 2 22 22 22 22 22 2323 23 23 23 23 23 2 3 232 3 23 2 3 23 23 2323 23 2 3 2 3 23 2 3 23 2 3 23 2 4 2 4 2 4 2 4 24 24 24 24 2 4 2 4 24 24 24 242424 2 4 2 4 24 2 4 24242424 2 4 242424 24 2 4 2 4 24 24 2 4 24 24 2 4 2 4 24 24 2 4 2 4 24 2 4 2 4 24 24 25 25 2 5 25 25 25 25 25 25 25 2 5 2 5 2 5 25 2 5 25 2525 25 25 2 5 25 25 25 2 5 25 2 5 25 25 2 5 2 5 2 5 25 25 2 5 25 25 25 25 25252525 2 5 2 5 2 5 25 2 5 25 25 25 25 25 25 2 5 252525 2525 25 25 2 5 25 25 25 2 5 2 5 26 26 26 26 26 26 2 6 2 6 26 2 6 262626 26 2 6 26 26 2 6 26 2 6 26 2 6 26 2 6 26 26 26 26 27 27 2 7 27 2 7 27 27 27 2 7 2 7 2 7 2 7 2 7 27 272727 27 27 2 7 2 7 27 27 27 27 28 28 2 8 2 8 2 8 28 28 2 8 28 28 2 8 28 28 2 8 2 8 2 8 28 282828 28 2 8 28 2 8 28 2 8 2 8 28 28 28 28 29 29 29 2 9 2 9 2 9 29 29 2 9 2 9 2 9 2 9 2 9 2 9 29 292929 29 29 2 9 2 9 30 30 30 3 0 30 30 3 0 3 0 3 0 30 30 3 0 30 3 0 30 3 0 3 0 3 0 3 0 3 0 3 0 3 0 30 3 0 30 3 0 30 30 30 30 3030303030 30 30 3 1 31 31 3 1 3 1 31 3 1 3 1 3 1 3 1 3 1 3 1 3 1 31 313131 31 3 2 3 2 3 2 32 3 2 32 3 2 32 32 32 32 32 3 2 32 3232 3 3 3 3 3 3 3 3 33 33 3 3 3 3 3 3 33 33 33 3 3 3 3 33 33 3 4 3 4 3 4 34 34 3 4 34 3 4 34 34 34 3 4 34 34 34 34 3 5 3 5 3 5 3 5 3 5 3 5 3 5 35 35 35 35 3 5 3 5 3 5 35 35 35 3 5 3 5 35 35 3535 3 5 35 3 5 35 35 35 35 3535 3 6 3 6 3 6 36 36 3 6 36 36 36 3 6 36 36 3 6 36 36 36 3 7 3 7 3 7 3 7 37 37 37 37 3 7 3 7 37 37 37 3 7 3737 37 37 3 7 3 7 3 7 3 7 3 7 3 8 3 8 3 8 3 8 38 3 8 38 3 8 3 8 3 8 38 3838 3 8 3 8 38 38 3 8 38 38 3 8 3 8 38 38 38 38 38 3 9 3 9 39 3 9 3 9 39 3939 39 39 39 3 9 39 39 3 9 4040 40 40 40 4 0 40 A N A D 8 3 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99MATCH LINE SHEET NO . 4 -L- STA. 24+00.00 B - 4 5 6 5 5 12" HDPE12" HDPE 15 " C M P BST PA60" CONC WALK 6 0 " CON C WALK 60" CONC WA LK 15" CMP 15" CMP DI D I S C B C B 6 " C U R B 6 " C U R B 12 " C U R B S C O N CC O N C C I T Y O F K I N S T O N GR PA H O W A R D D E V E L O P E M E N T , I N C . RAY RANDALL C I T Y O F K I N S T O N WILLIAM G. RANDOLPH 18" CMP 18" CMP C B C B C B C B 2 4 " C & G2 4 " C & G TSB ’42 LBN .TS NEEUQ 85 CN .SUB 852 SU .SUB 07 SU US70BUS.US258BUS.NC58QUEENST.SBL24’BST U S 7 0 B U S. U S 2 5 8 B U S. N C 5 8 Q U E E N S T. 6 8 ’ B S T P E R R Y E L Y J R . D A N & W A R R E N & L A N I E R , L I N D A J . 10 1 1 7 9 1 2 1 5 1 4 C C C C C C C C C C F F F F F F FFFFF F F F F F F F F F T E M P . W O R K B R I D G E M I N . L O W C H O R D - 2 . 0 ’ A B O V E N . W . S . B Y C O N T R A C T O R . F I N A L W O R K B R I D G E G R A D E T O B E S E T W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T S H E E T 6 O F 8 P E R M I T D R A W I N G P U R P O S E S . U N D E R B R I D G E F O R I N S P E C T I O N P R O V I D E M I N . 4 ’ C L E A R A N C E E X C A V A T E T O N A T U R A L G R O U N D P U R P O S E S . U N D E R B R I D G E F O R I N S P E C T I O N P R O V I D E M I N . 4 ’ C L E A R A N C E E X C A V A T E T O N A T U R A L G R O U N D P R O P . L O W C H O R D E X I S T . L O W C H O R D C L A S S I I R I P R A P ( T Y P . ) P R O P . L O W C H O R D E X I S T . L O W C H O R D B R I D G E F O R I N S P E C T I O N P U R P O S E S P R O V I D E M I N . 4 ’ C L E A R A N C E U N D E R E X C A V A T E T O N A T U R A L G R O U N D ( T Y P . ) C L A S S I I R I P R A P W I T H I N P R O P . B R I D G E O P E N I N G R E M O V E E X I S T . B R I D G E F I L L ( T O B E R E M O V E D ) E X I S T . B R I D G E @ L E X I S T . S B L T E M P . W O R K B R I D G E MINIMUM RESURFACINGFROM -L- STA. 11+40.00TO STA. 13+50.00 EL. 37 . 2 5 ’ -L- ST A . 1 3 + 5 0 . 0 0 BEGIN G R A D E B E G I N B R I D G E - L - S T A . 1 7 + 7 5 . 0 0 E N D B R I D G E - L - S T A . 2 2 + 6 0 . 0 0 E N D B R I D G E - L - S T A . 3 0 + 8 7 . 5 8 E L . 3 7 . 7 8 ’ - L - S T A . 3 4 + 5 0 . 0 0 E N D G R A D E BEGIN BRIDGE -L- STA. 28+26 . 4 2 P I = 1 4 + 1 0 . 0 0 E L = 3 7 . 8 0 ’ P I = 2 0 + 1 5 . 0 0 E L = 4 9 . 1 0 ’ 42.25 42.25 PI = 26+40.00EL = 37.98’ P I = 2 9 + 6 0 . 0 0 E L = 4 3 . 9 0 ’ P I = 3 3 + 5 0 . 0 0 E L = 3 7 . 3 9 ’ MINIMUM RESURFACINGFROM -L- STA. 11+40.00TO STA. 13+50.00 EL. 37 . 2 5 ’ -L- ST A . 1 3 + 5 0 . 0 0 BEGIN G R A D E B E G I N B R I D G E - L - S T A . 1 7 + 6 0 + / - E N D B R I D G E - L - S T A . 2 2 + 6 5 + / - E N D B R I D G E - L - S T A . 3 0 + 9 5 + / - E L . 3 7 . 7 8 ’ - L - S T A . 3 4 + 5 0 . 0 0 E N D G R A D E BEGIN BRIDGE -L- STA. 28+15 + / - P I = 1 4 + 1 0 . 0 0 E L = 3 7 . 8 0 ’ P I = 2 0 + 1 5 . 0 0 E L = 4 9 . 1 0 ’ 42.25 42.25 PI = 26+40.00EL = 37.98’ P I = 2 9 + 6 0 . 0 0 E L = 4 3 . 9 0 ’ P I = 3 3 + 5 0 . 0 0 E L = 3 7 . 3 9 ’ 5/28/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 6 B - 4 5 6 5 $$$$$$SYSTIM E$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$ - L - - L - 10111213 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 0 10 20 30 40 5024252627 2 8 2 9 3 0 3 1 3 2 3 3 3 4 3 5 3 6 3 7 0 10 20 30 40 50 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 2 001 0 3 0 4 0 5 0 2 001 0 3 0 4 0 5 0 (+)0 . 9 1 6 7 % ( + ) 1 . 8 6 7 8 % V C = 1 2 0 ’ K = 1 2 6 ( + ) 1 . 8 6 7 8 % (- )1.7 7 9 2 % V C = 4 8 0 ’ K = 1 3 2 (-)1.7792%(+)1.8500%VC = 450’K = 124 ( + ) 1 . 8 5 0 0 % (- )1.6 6 9 2 % V C = 1 9 0 ’ K = 5 4 (- )1.6 6 9 2 % ( + ) 0 . 3 9 4 7 % V C = 2 0 0 ’ D S = 5 7 . 6 M P H D S = 5 7 . 4 M P H DS = 57.1 MPH D S = 4 2 . 9 M P H D S = 5 0 . 3 M P H K = 9 7 F O R P L A N V I E W , S E E S H E E T 4 F O R P L A N V I E W , S E E S H E E T 5 ELEVAT I O N 3 2 . 2 5 ’ -L- STA. 1 7 + 1 9 . 0 0 2 6 7 ’ R I G H T BM # 1 R R S P I K E S E T I N B S T P A R I G H T D I T C H -L- STA. 15+30 ELEV=33.47’ BEGIN DITCH RT (- ) 0 .3 0 8 6 % -L- STA. 16+11 ELEV=33.22’ EN D DITCH RT -L- STA. 17+00 ELEV=32.68’ BEGIN DITCH RT END DITCH RT -L- STA. 17+60 ELEV=30.28’ (- ) 4 .0 0 0 0 % ( 6 / 2 0 / 2 0 1 3 ) N . W . S . E L = 2 1 . 1 1 .5 :1 1.5:1 1.5:1 1. 5 : 1 00 00 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 5 0 5 0 5 0 5 0 6 0 60 6 0 60 7 0 70 7 0 70 8 0 80 8 0 80 9 0 90 9 0 90 1 0 0 100 1 0 0 100 1 1 0 110 1 1 0 110 1 2 0 120 1 2 0 120 1 3 0 130 1 3 0 130 1 4 0 140 1 4 0 140 1 5 0 150 1 5 0 150$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 30 3 0 40 4 0 50 5 0 30 3 0 40 4 0 50 5 0 3 0 + 8 7 . 0 2 30 3 0 40 4 0 50 5 0 3 1 + 5 0 . 0 0 30 3 0 40 4 0 50 5 0 3 2 + 0 0 . 0 0 30 3 0 40 4 0 50 5 0 3 2 + 5 0 . 0 0 X - 7 B - 4 5 6 5 - L - 5 1 0 E N D B R I D G E - L - S T A . 3 0 + 8 7 . 5 8 WETLAND AND SURFACE WATER IMPACTS PERMIT S H E E T 7 O F 8 P E R M I T D R A W I N G W L B L I M I T S C L E A R I N G W L B L I M I T S C L E A R I N G LIMITS CLEARING WLBWLB W L B WLB LIMITS CLEARING LIMITS CLEARING 3 9 . 0 7 0 . 0 2 0 0 . 0 2 0 3 9 . 0 7 3 :1 3:1 0 . 0 2 0 0 . 0 2 0 3 9 . 0 8 3 :1 3:1 0 . 0 2 0 0 . 0 2 0 41.27 39.87 3 8 . 9 3 3 :1 3:1 0 . 0 2 0 0 . 0 2 0 40.44 39.05 3 8 . 8 8 3 :1 3:1 0 . 0 1 8 0 . 0 2 0 39.58 38.24 CAMA 404 Hand Existing Existing Permanent Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 1 -L- STA 28+17 TO BRIDGE <0.01 0.02 -L- STA 28+72 2 -L- STA 30+55 TO BRIDGE 0.06 0.02 0.06 -L- STA 31+81 3 -L- STA 31+71 RT TO ROADWAY 0.02 0.02 -L- STA 32+66 RT *TOTALS:0.00 0.09 0.02 <0.01 0.10 0.00 0.00 0.00 0 0 0 NOTES: * Totals may not match sum of individual impacts due to rounding. Additional Impact Notes: Neuse River Bridge: Permanent impacts due to bents in water or wetlands: 170 sf (<0.01 acres). Overflow Bridge: Permanent impacts due to bents in water or wetlands: 57 sf <0.01 acres. SHEET 8 OF 8 (06/06/2014) WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS N.C.D.O.T. DIVISION OF HIGHWAYS WBS: 33773.1.1 (B-4565) LENOIR COUNTY EN G L I S H VICINITY MAPDENOTES OFFSITE DETOUR PROJECTSITEBRIDGES #42 & #43 BRIDGES #26 & #28OVERFLOW S I T E 1 S I T E 2 B U F F E R I M P A C T S P E R M I T B R I D G E T E M P . W O R K S H E E T 1 O F 3 B U F F E R D R A W I N G N EU SE R IVE R N EU SE R IVER B E G I N B R I D G E E N D B R I D G E KINSTONSkinner’s By-Pass 1354136413531356King135713571348135013581351Rd.OldAsphaltRd.BectonSt.1stSt.E.Bern S.Queen St.EarlTyndallRd.New%258 %BUS70258%BYP70258 (1155(58d PinkHillSt.NEUSERIVERVICINITY MAPDENOTES OFFSITE DETOUR 4 PROJECTSITE%70U S 258 - L - U S 7 0 / 2 5 8 ( S . Q U E E N S T.) 5 L E N O I R C O U N T Y 2550100502550100505 1020 10 DTV ======40 %%MPH ADTADT% * D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S FUNC CLASS=URBAN ARTERIAL NOTE: CLEARING ON THIS PROJECT SHALL BE PERFORMED NOTE: THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIE S O F K I N S T O N . LE N G T H O F R O A D W A Y T I P P R O J E C T B - 4 5 6 5 TO T A L L E N G T H O F T I P P R O J E C T B - 4 5 6 5 === See Sheet 1-B For Conventional SymbolsSee Sheet 1-C For Survey Control Sheet A N D O V E R F L O W O N U S 7 0 / 2 5 8 B U S I N E S S B E G I N B R I D G E E N D B R I D G E 0 . 3 0 2 M I L E S 0 . 1 4 1 M I L E S 0 . 4 4 3 M I L E S A P R I L 1 8 , 2 0 1 4 - L - S T A . 1 7 + 7 5 . 0 0 - L - S T A . 2 2 + 6 0 . 0 0 - L - S T A . 3 0 + 8 7 . 5 8 - L - S T A . 2 8 + 2 6 . 4 2 G A R Y L O V E R I N G , P E 2015203521,60044,0009657 B R I D G E S 4 2 , 4 3 , 2 6 A N D 2 8 O V E R T H E N E U S E R I V E R ( S O U T H Q U E E N S T R E E T ) 000PROFILE (HORIZONTAL) 3 3 7 7 3 . 1 . 1 P . E . 3 3 7 7 3 . 2 . 1 R / W B R S T P - 7 0 B ( 5 ) B R S T P - 7 0 B ( 5 ) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A P . E . S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : T Y P E O F W O R K : 09/08/99 B - 4 5 6 5 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 000 See Sheet 1-A For Index of Sheets$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CON TRACT:TIP PROJECT:B-4565 S T A T E H I G H W A Y D E S I G N E N G I N E E R DEPARTMENT O F T R A N S P OR T A T ION S TATE O F N O R T H C AROLINA *S.U.E. = Subsurface Utility EngineeringNote: Not to Scale S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S CO N V E N T I O N A L P L A N S H E E T S Y M B O L S W . N EW BER N RD . U S 70 / 258 BYPASS E. N EW BER N R D . U S 70 / N C 58 N C 11/55 S T A . 3 4 + 5 0 . 0 0 - L - E N D T I P P R O J E C T B - 4 5 6 5 - Y 1 - S T A . 1 5 + 0 0 . 0 0 E N D C O N S T R U C T I O N BEGIN TIP PROJECT B- 4 5 6 5 STA. -L- 11+09.00 * TTST 4%DUAL 3%* DESIGN EXCEPTION REQUIRED FOR SUPERELEVATION BRIDGES #42 & #43 BRIDGES #26 & #28OVERFLOW C H R I S T O P H E R H . L E E C I T Y LI M I T K I N S T O N K J A N U A R Y 2 0 , 2 0 1 5 LE N G T H O F S T R U C T U R E S T I P P R O J E C T B - 4 5 6 5 TO R IC H L A N D S Richlands - D R I V E - -Y1A- G R A D I N G , D R A I N A G E , P A V I N G , S T R U C T U R E S , A N D S I G N A L S TO THE LIMITS ESTABLISHED BY METHOD III. N A D 83 A L L O W A B L E I M P A C T S Z O N E 2 A L L O W A B L E I M P A C T S Z O N E 1 A L L O W A B L E Z O N E 1 A L L O W A B L E Z O N E 2 A L L O W A B L E Z O N E 2 A L L O W A B L E Z O N E 2 EN G L I S H B U F F E R I M P A C T S P E R M I T G R A P H I C S C A L E 0 ’ 1 0 0 ’ 1 0 0 ’ A L L O W A B L E Z O N E 1 S I T E 1 S I T E 2 S H E E T 2 O F 3 B U F F E R D R A W I N G B R I D G E T E M P . W O R K A L L O W A B L E Z O N E 2 DTGCB CBCBw/MH TB JB CB DICBCBDI D I D I C B D I C B 15" R C P- V 15" RCP-III 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-III 15 " RC P- V 18" RCP-V 15" RCP-III R I P R A P C L B C B D I D I C B D I CB CB CB CB CB2GI 15 " RC P-V 15" RCP-V 15" RCP-V 18" RCP-V 18" RCP-V SYSTEM RETAIN EXISTINGSYSTEMRETAIN EXISTINGSYSTEMRETAIN EXISTING EXIST CB REMOVEEXIST 2GI REMOVEEXIST 18’ RCP REMOVE EXIST 18" RCP REMOVE 17’ OF 15" RCP-V C L B R I P R A P 18 " RC P-III T O E L E V = 3 6 . 1 C L A S S I I R I P R A P 2 E L B O W S 1 5 " C S P W / C B R I P R A P C L B T O E L E V = 3 6 . 1 C L A S S I I R I P R A P 18" RCP-III 15 " RC P- IV 15 " RC P- IV 1 5 " R C P - I V N A T U R A L G R O U N D E X C A V A T E T O E S T . 9 . 3 S Y F I L T R A T I O N G E O T E X T I L E E S T . 4 . 2 T O N S C L . I R I P R A P 15" RCP-V 15" RCP-V 18" RCP-V 1 8 " R C P - I V 1 5 " R C P - I V D 1 0 = 0 . 8 ’ D 1 0 = 1 . 1 ’ V 1 0 = 3 . 5 f p s V 1 0 = 1 . 5 f p s Q 1 0 = 6 . 6 c f s Q 1 0 = 5 . 6 c f s D 2 = 0 . 4 ’ D 2 = 1 . 0 ’ V 2 = 1 . 4 f p s V 2 = 3 . 3 f p s Q 2 = 5 . 1 c f s Q 2 = 4 . 5 c f s S L O P E = 0 . 0 4 S L O P E = 0 . 0 0 3 F R O M S T A . 1 5 + 3 0 T O 1 7 + 6 0 L P R O . = 1 0 5 f t L R E Q . = 9 8 f t D A = 0 . 9 8 a c G R A S S S W A L E D A T A Flatter 3:1 or D Flatter 3:1 or ( N o t t o S c a l e ) G R A S S E D S W A L E - L - S T A . 1 5 + 3 0 T O S T A . 1 6 + + 1 1 R T D E T A I L C M i n . D = 1 . 5 F t . G r o u n d N a t u r a l S l o p e D i t c h F r o n t G R A S S E D S W A L E ( N o t t o S c a l e ) D Flatter 3:1 or Flatter 3:1 or b 1 " / F t . - L - S T A . 1 7 + 0 0 T O S T A . 1 7 + 6 0 R T b = 5 F t . M i n . D = V a r . D E T A I L B G r o u n d N a t u r a l S l o p e F i l l S E E D E T A I L B G R A S S E D S W A L E S E E D E T A I L C G R A S S E D S W A L E W C R W C R 1 5 10 15 20 1515REVISIONS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 4 B - 4 5 6 5 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 M ATCH LIN E SHEET N O . 5 -L- STA. 24+00.00 N A D 83 11/18/13 DESIGN REVISION (TLS) - ENLARGED PORK CHOP ISLAND AT US 70/US 70B TO ACCOMODATE A MAST ARM SIGNAL POLE. 1450 32.25 367 KENNELS G R P A D O C K L O A D B O N P IL IN G S 1S F D 35 S E C M E C M WD D E CK 72" CHL & 3SBW 4 8 " C H L 72" CHL S G R P A 3 6 " W D R A I L I N F O S I G N N C C I V I L W A R T R A I L S C E M E T E R Y GR PALEN14 B R I D G E S 4 2 & 4 3 72" WD 150.00’ S B L B R I D G E C E N T E R G I R D E R S A R E S T E E L I B E A M S N O T E : B R I D G E S H A V E C O N C D E C K S , B E N T S , H W , W W , G I R D E R S , P I L I N G S & G U A R D R A I L S 18" RCP NEU S E R IVER N EU SE R IVER S CB B U S 1 S F B U S 1S MT L BUS 1SBLK B U S 1 S B K & C H A I N W D P O S T S D I E X I S T I N G R / W E X I S T I N G R / W COMPANY, INC.TURNERS TRACTOR AND IMPLEMENTWILLIAM E. BREWER, J R . , e t a l H O W C O R P , L . L . C . 5 5 5 5 5 5 , I N C . R A Y R A N D A L L W I L L I A M G . R A N D O L P H U N K N O W N LUCILE W. PA R K E R 15" RCPCBDIDI12" RCP END NOT FOUND END NOT FOUND C H A S E J E R R Y L . 1 2 3 4 5 6 8 7 1 2 4 ’ + 7 3 13 C C C C C C C C C ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) 1 ROADWAY -L- STA. 17+06 TO X 10 624 634 -L- STA. 17+39 1 BRIDGE -L- STA. 17+17 TO X 4359 1459 5818 -L- STA. 18+44 2 BRIDGE -L- STA. 21+58 TO X 3365 969 4334 -L- STA. 22+71 TOTAL:7734 3052 10786 0 0 0 NOTE:THERE ARE NO BUFFER IMPACTS IN WETLANDS. SHEET 3 OF 3 03/07/143/20/2014 WBS: 33773.11 (B-4565) N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS LENOIR COUNTY IMPACT BUFFER IMPACTS SUMMARY TYPE SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) ALLOWABLE MITIGABLE BUFFER REPLACEMENT Rev. May 2006 Utility Utility Drawing Utility