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HomeMy WebLinkAbout20190214 Ver 1_I-5986_USACE_Phased_IP_Application_SIGNED_20190207_20190219f d 4TA7E�hRG, �y�,����.,, ����� F ,�� � �; :,yy���if'`Me T�2�_= ..,'\.�„� � STATE OF NORTH CAROLINA DEPARTN�NT OF TRANSPORTATION ROY COOPER GOVERNOR February 7th , 2019 US Army Corps of Engineers Regulatory Field Ofiice 69 Darlington Avenue Wilmington, NC 28403 Attention: Liz Hair Regulatory Project Manager Subject: Application for a Phased Section 404 Individual Permit, Section 401 Water Quality Certification, and Neuse Riparian Bufler Authorization for the widening of I-95 to eight lanes from I-95 Business Route (Exit 56) to I-40 (Exit 81), in Cumberland, Harnett, and Johnston Counties, STIP No. I-5986. WBS 47532.1.2 and 47532.1.3 Dear Ms. Hair: The North Carolina Department of Transportation (NCDOT) proposes to widen existing I-95 to an eight-lane median divided facility on e�sting location from Business Route 95 (E�t 56) in Cumberland County north to Interstate 40 (E�t 81) in Johnston County. The project is approximately 26 miles in length. This is an application for a phased project. Enclosed, you will fmd a project phasing map (Attachment A) for locations of all sections in this phased application. The purpose of this letter is to request approval far a Section 404 Individual Permit and a Section 401 Water Quality Certif'ication. In addition to this cover letter, the application package includes the following: ENG Form 4345, a State Stormwater Management Plan (SMP), permit drawings, roadway plans, Division of Mitigation Services (DMS) mitigation acceptance letter, minutes from the 30% Hydraulic Design Review Meeting and the Permit Drawings Review Meeting. 1.0 Purpose and Need .TAMES H. TROGDON, III SECRETARY The portion of I-95 included in the I-5986 project is an important part of the local, regional, state, and national transportation system. Mailing Address: NC DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION 6 P.O. BOX 1550 FAYETTEVILLE, NC 28302 Telephone: (910) 364-0603 Fax: (910) 486-1959 Customer Service. 1-877-368-4968 Location: 558 GILLESPIE ST. FAYETTEVILLE, NC 28301 Website: wwwncdot.gov • At a local level, I-95 functions as a major arterial that provides access to work and school, parks and other recreational facilities, shopping venues, medical facilities, and other destmations. • Regionally, I-95 serves as an important route for commuters by connecting highways that carry traffic into the Raleigh-Durham and Fayetteville metropolitan areas. • I-95 serves as a transportation facility with statewide significance and has been designated as a Strategic Highway Corridor (SHC) by NCDOT. Additionally, it is a vital hurricane evacuation route and intersects with two hurricane evacuation routes (US 421, I-40) within the I-5986 study area. • Nationally, the I-95 corridor is designated as part of the National Highway Systems (NHS) Strategic Highway Netwark (STRAHNET). STRAHNET sets to establish a system of public highways providing access, continuity, and emergency transportation of personnel and equipment in times of peace and war. The I-95 corridor links Fort Bragg, located just off the corridar in the Fayetteville area, and the many other military facilities located along the nation's east coast. The portion of I-95 between Exits 56 and 81 has the highest average annual daily traffic (AADT) along the facility with 2016 vohunes reaching almost 60,000 vehicles a day in southern Johnston County. The I-95 Planning and Finance Study Environmental Assessment (2012) forecast the 2040 Level of Service (LOS) along the I-5986 portion at I-95 at LOS F without widening to eight lanes. Since construction of I-95 began in the 1950s, American Association of State Highway and Transportation Officials (AASHTO) interstate roadway design standards have changed. The I-95 Planning and Finance Study - Study Area Needs Assessment (2010) reviewed the I-95 corridor in the I-5986 study area and identif'ied places where decision sight distances, ramp designs, vertical bridge clearances, and overall bridge conditions do not meet current standards. The I-5986 project ensures that I-95 would remain a vital part of the transportation system. The proposed project will widen I-95 to eight lanes, increasing capacity and achieving a LOS D or better along the corridor. The project will also improve interchanges to meet current AASHTO standards. 2.0 Project Description The NCDOT is proposing to widen an approximate 26-mile portion of existing Interstate 95 to an eight-lane median-divided facility on existing location through Cumberland, Harnett and Johnston Counties, North Carolina. The proposed project begins approximately a half-mile south of SR 1832/Murphy Road (Exit 55) where 4-lane I-95 will taper to 8-lanes at Business Route 95 (Exit 56) near Fayetteville in Cumberland County and extends north through Harnett County and into Johnston County to the Interstate 40 interchange (Exit 81), north of the City of Benson. The proposed project is listed 'm the approved 2018-2027 State Transportation Improvement Program (STIP) as Project Number I-5986 and is federally-funded. I-95 mterchange improvements in Harnett County associated with this project are proposed as NCDOT STIP projects I-5877, I- 5878, and I-5883. 2 3.0 Summary of Impacts Waters of the U.S.: Basedupon Final Permit Drawings for the Proposed impacts to jurisdictional areas for the I-5986B - Section 1(I-5877) project combined with Preliminary Permit drawings that calculate impacts based on preliminary slope stakes plus 25 feet for the remaining phases, there will be 16.579 aces of permanent wetland impacts and 5,697 linear feet of permanent stream impacts. Table 1. Summary of Water Resources Impacted Section Design Stage I-5986B - Section 1 I-5877 Final I-5986B - Section 2 I-5878 Preliminar * I-5986B - Section 3 I-5883 Preliminar * I-5986B - Section 4 Johnston Count Preliminar * I-5986A (Cumberland Countvl Preliminarv* *Preliminary impacts were determined by measuring 25' o ** Features may be impacted atmore than one Permit Site Table 2. Summary of Wetland Section i-�7ovD- x��ivu i�i-�o i i � I-5986B - Section 2 (I-5878) I-5986B - Section 3 (I-5883) I-5986B - Section 4 (Johnston I-5986A (Cumberland Countv Proposed Total # of L� Wetlands Im acted** FY 2019 6 FY 2021 3 FY 2021 8 FY 2019 Totals Design Stage 34 57 Total # of Buffer Rule Streams Impacts m acted** Y/N 8 No 4 No 9 No 12 No 39 TotalWetland ImpactsRequiring mnactArea (ac) MitiEation (acl Preliminar * 1.811 1.8ll Preliminar * 0.915 0.915 Preliminar * 2.444 2.444 Preliminarv* 10.058 10.058 *Preliminary impacts were determined by measuring 25' outside ofpreliminary slope stake limits. Table 3. Suininai of Stream Section I-5986B - Section 1 I-5877 I-5986B - Section 2 I-5878 I-5986B - Section 3 I-5883 I-5986B - Section 4 Johnston Count I-5986A fCumberland Countvl Design Stage Final Preliminary* Preliminary* Preliminary* Preliminarv* Total Stream 1,465 641 923 L 129 � Totals � *Preliminary impacts were determined by measuring 25' outside ofpreliminary slope stake limits. **Mitigation determination requirements are detailed below for each section. 4.0 Summary of Mitigation Impacts Requiring Mitigation (lf)** 1,208 606 859 808 4,914 NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible. The proposed construction of I-5986 will result m unavoidable impacts to 16.579 acres of wetlands (3.741 acres of non-riparian wetlands; 12.838 acres of riparian wetlands) and 4,914 linear feet of jurisdictional stream (4,207 linear feet of perennial stream and 707 linear feet of intermittent stream) that will require mitigation. The Department has acquired the compensatory mitigation for these unavoidable impacts from the North Carolina Department of Environmental Quality (NCDEQ) Division of Mitigation Services (DMS). c3 5.0 Project Schedule The STIP I-5986 project has been combined with and will include proposed activities from three additional separate interchange improvement projects. The entire 26-mile project corridor will be broken down into five phased sections, with the corridor widening activities being combined with the interchange improvements. The phases of the I-5986 project along with approximate section limits, length and proposed construction letting are summarized in Table 4. Permit modif'ication requests will be submitted as the final design is completed for each of the remaining sections according to the phasing dates provided below. Table 4. I-5986 Section I-5986B - Section 1 (I- I-5986B - Section 2 (I- 5878) I-5986B - Section 3 (I- 5883) I-5986B - Section 4 (TohnsYon County) I-5986A (Cumberland t Phas Approximate Section Limits South of SR 1180 (Bud Hawkins Road — Exit 70) to North of SR 1002(LongBranchRoad—Exit71) South of SR 1793 (Spring Branch Road — Exit 72) to North of IIg 421 �Cnmbarland gtreat — Exit 73) South of SR 1808 (Jonesboro Road — Exit 75) to North of SR 1709 (Hodges Chapel Road— Exit 77) North of SR 1709 (Hodges Chapel Road — Exit 77)) to I-40 (FixiY 8 L) I-95 Business Route (Exit 56) to South of SR 1811 (Bud Hawkins Road— Exit 701 6.0 NEPA Status Approxi m ate Len�th (mi) 3.3 1.8 3.6 4 14.1 C on s truction May 2019 July 2020 July 2020 July 2020 May 2019 NCDOT approved the Categorical Exclusion (CE) for STIP I-5878 on February 7, 2018 and the CEs for STIPs I-5877 and I-5883 were approved on February 15, 2018. The CE for the I-5986 project was approved by NCDOT on January 31, 2019. NCDOT has conducted multiple Public Meetings listed 'm Table 5. NCDOT has held multiple 30% Hydraulic Design Review Meetings, also listed 'm Table 5. NCDOT held the Initial Permit Drawings Review Meetmg on December 4, 2018. Table 5. Milestone Dates bv P Section I-5986B - Section 1 (I-5877) I-5986B - Section 2 (I-5878) I-5986B - Section 3 (I-5883) I-5986B - Section 4 CESigned STIP I-5877 STIP I-5878 bruary 7, 2018 STIP I-5883 �ruary 15, 2018 Public Meeting Dates October 24, 2017 October 18, 2018 November 8, 2018 Johnston Count STIP I-5896 I-5986A January 2019 October 18, 2018 (Cumberland November 8, 2018 Count 7.0 Logical Termini and Independent Utility 30% Hydraulic Design Review April 17, 2018 January 15, 2019 August 7, 2018 T BD TBD PermitDrawin�s Review December 4, 2018 TBD TBD TBD TBD The subject project is in compliance with 23 CFR Part 771. l ll(� which lists the Federal Highway Admu�istration (FHWA) characteristics of independent utility of a project: 0 1) The project connects logical termini and is of sufficient length to address environmental matters on a broad scope; 2) The project is usable and a reasonable expenditure, even if no additional transportation improvements are made in the area; 3) The project does not restrict consideration of alternatives for other reasonable foreseeable transportation improvements. 8.0 Resource Status The southern portion of the project through Cumberland and Harnett Counties is located in the Cape Fear River Basin and lies within Hydrologic Unit Codes (HUCs) 03030004 (Subbasin Upper Cape Fear) and 03030006 (Subbasin Black River). The northern portion of the project through Johnston County is located 'm the Neuse River Basin and lies within HUC 03020201 (Subbasin Upper Neuse). This project is located within the Middle Atlantic Coastal Plain eco- region. The project crosses Baker Swamp, Black River, Stony Run, Mingo Swamp, Hannah Creek, and Driving Branch as well as several unnamed tributaries to waters of the US, and multiple wetlands. Based on field reviews of the delineation of Waters of the US (WOUS), including wetlands, the USACE issued Preliminary Jurisdictional Determinations (PJD) (Table 6). In addition, on October 11 and 12, 2018, the NCDWR issued an On-Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0506[h]) and On-Site Determination for Applicability to the Neuse Buifer Ru1es (15A NCAC 2B .0233). Table 6. A licable Jurisdictional Determinations Issued b the USACE STIP Count Action Id. Date Issued U.S.G.S. uad I-5877 Harnett SAW-2016-00682 10/4/2018 Erwin I-5878 Harnett SAW-2016-00688 10/4/2018 Dunn Cumberland I-5986 Harnett SAW-2018-02276 Pending Vander, Sedman, Slocomb, Johnston Wade, Erwin, Dunn, Benson 8.1 Wetland Delineations River Basin Cape Fear Cane Fear Cape Fear Neuse Wetland delineations were initially conducted for three interchange projects (STIP I-5877, I- 5878 & I-5883) in Harnett County. Field work for these delineations were carried out in Apri� June and July of 2016. Findings for these projects are suinmarized 'm the respective July 2017 Natural Resources Technical Reports (NRTR). Additionally, wetland delineations were conducted for the I-95 Widening Project (STIP I-5986) remaining corridar areas in Cumberland, Harnett and Johnston Counties. Field work for this delineation was carried out in September and October of 2017. Findings for this project is suminarized in the July 2018 NRTR. The wetlands within the project study areas were delineated based on the 1987 USACE Wetland Delineation Manual and a preliminary design was prepared to avoid and ininiinize wetlands to the maxirYum extent possible. � 8.2 StreamDelineations The stream channels within the project study areas were identified, evaluated, and classif'ied using the NCDWR stream identif'ication form. Water quality information for the streams within the project study area was derived from available sources provided through NCDEQ. 8.3 Characterization ofJurisdictional Sites 8.3.1 Wetlands Ninety-five jurisdictional wetland sites were identif'ied within the project corridor. After design revisions (avoidance/minimization and expansion of the corridor right-of-way), there are 54 jurisdictional wetlands sites that will be permanently impacted by the proposed project. Wetland systems throughout the study area vary m vegetative composition depending on hydrological regime and site-specif'ic disturbances. The project area contains the followmg North Carolina Wetland Assessment Method (NCWAM) wetland types: Non-tidal Freshwater Marsh, Pine Flat, Riverine Swamp Forest, Hardwood Flat, Headwater Forest, Basin Wetland, and Bottomland Hardwood Forest. 8.3.2 Streams Streams within the project footprint with surface water classif'ications include Baker Swamp, Black River, Stony Run, Mingo Swamp, Hannah Creek, and Driving Branch. Unnamed tributaries to waters listed above were also identified within the project corridor. Surface water classif'ications for streams canbe found in Table 7. Additional information for the jurisdictional streams within the project area are provided in the NRTRs. There are no waters within the project vicinity classified as High-Quality Waters (HQW). Neither Water Supplies (WS-I: undeveloped watersheds or WS-II: predominately undeveloped watersheds), nor Outstanding Resource Waters (ORW) occur within 1.0 mile of the project area. Streams within the project area are not designated as North Carolina Natural or Scenic Rivers, or as National Wild and Scenic Rivers. One stream within the project footprint (Hannah Creek) is listed on the 2016 303(d) list of impaired waters due to exceeding criteria for dissolved oxygen. Table 7. Water Resources within the Project Corridor StreamName StreamIndex BestUsageClass Description Number Ca eFearRiverBasin—SubbasinU erCa eFear Baker S�am 18-28-2-2 C From source to Reece Creek Ca eFearRiverBasin—SubbasinBlackRiver Black River Little Black River 18-68-12-1 C: S�v From source to South River Son Run Hannas Pond 18-68-12-2-2 C: S�v From source to Min o S�vam Min o S�am 18-68-12-2 C: S�v From source to South River NeuseRiverBasin—SubbasinU erNeuse Hannah Creek 27-52-6 C; NSW From source to Mill Creek Drivin Branch 27-52-6-1 C; NSW From source to Hannah Ceek � 8.4 Impacts to Jurisdictional Resources Tables 8, 9, and 10 suinmarize the impacts to jurisdictional water resources based on the final design of I-5986B - Section 1(I-5877 Section). Tables 11 and 12 suminarize the impacts to jurisdictional water resources for the preliminary design (slope stakes + 25') of I-5986B - Section 2(I-5878 Section). Tables 13 and 14 summarize the impacts to jurisdictional water resources for the preliminary design (slope stakes + 25') of I-5986B - Section 3(I-5883 Section). Tables 15 and 16 suminarize the impacts to jurisdictional water resources and Table 17 suinmarizes the impacts to riparian buffers for the preliminary design (slope stakes + 25') of I- 5986B - Section 4(Johnston County Section). Table 18 summarizes Wetlands found within these riparian buffer zones. Tables 19 and 20 suminarize the impacts to jurisdictional water resources for the preliminary design (slope stakes + 25') of I-5986A (Cumberland County Section). Site numbers for each table correspond with each section of the set of permit drawings included within this application in Attachment D. The stream and wetland labels correspond to the NRTRs as noted in each table. A brief description far each proposed fmal impact site for the I- 5986B Section 1 follows Table 9. I-5986B - Section 1(I-5877 Section) Table 8. I-5986B - Section 1 Wetland Impacts Permit NRTR Structure Permanent Temporary Mitigation Drawing Site Z Type Impacts 4 Number i Label Size/Tj�pe a� 3 Impacts (ac.) Required? s I-5986B - Section 1 I-5877 Section HUC 03030006 2 WD Non-Ri arian Roadwa Fill 0.162 - Yes 4 WE Non-Ri arian Roadwa Fill 0.094 - Yes 11 WF Ri arian 1 at 9' x 8' RCBC 0.012 - Yes 12 WF Ri arian Roadwa Fill 0.916 - Yes 14 WB Riparian Roadwa Fill 0.028 - Yes Utilit - 0.026 No 16 WC Riparian Roadwa Fill 0.008 - Yes Utilit - 0.018 No 20 WA Ri arian 72" Pi e 0.131 - Yes Total Ri arian: 1.095 0.044 Total Non-Ri arian: 0.256 - Grand Total: 1.351 0.044 N otes: 1. PermitDrawingSiteNumbersrefertoSitenumberspresentedinthel-5986BWetlandandSurfaceWaterlmpactsPermitDrawingsSectionl (Tanuary8, 2079) included in Atbchrrent D. 2. Waterbody labelsfromSTTP I-5877NRTR/JD (SAW-2 01 6-00 682) 3. Pern�anent Impacts include Pem�anent Fill, Excavatioq and Mechanized Clearing in weflands. 4. Temporary impacts include handclearing. 5. MitigationrequiredforstreazrnandweHandspermanentlyixr�pactedMitigalionnotrequiredfiiropenwaterfeatures. % Table 9. I-5986B - Section 1 Stream Im acts re►�►�t Drawing NRTR ClassificaHon Permanent Temporary Permanent Temporary Mitigation Site Structure SialType Label� (from NRTR) (ac) (ac) pf) pt) Required? 3 Number' I-5986B - Section 1 I-5877 Section HUC 03030006 1 Draina e Ditch SC Perennial - 0.007 - 44 Yes 3 42"Pi e SI Perennial 0.008 0.002 121 19 Yes 5 54"Pi e SA Intermittent 0.001 0.001 8 10 No Outlet Channel SA Intermittent 0.004 - 23 - No SA Roadwa Fill SA Intermittent 0.002 - 24 - No 6 Bank Stabilization SC Perennial 0.001 - 10 - No 7 Draina e Ditch SB Intermittent 0.003 0.003 18 18 Yes 7A 60" Pi e SB Intermittent 0.005 - 44 Yes Inlet Bank Sabilization SB Intermittent 0.002 0.001 20 10 No Outlet Channel SB Intermittent 0.002 0.001 36 17 Yes 7B Roadwa Fill SB Intermittent OA10 0.001 113 11 Yes 8 Pi eRemoval SD Intermittent - 0.003 - 33 No 8A Pi e RemovaUDitch SD Intermittent - 0.001 - 9 No Outlet Channel SD Intermittent 0.003 - 22 - No 8B Pi e Removal / Ditch SD Intermittent 0.001 0.001 18 16 No ChannelReali ment SD Intermittent 0.001 - 14 - No 9 1 at 9'x8' RCBC SC Perennial 0.016 0.007 98 44 Yes Inlet Channel SC Perennial 0.007 0.003 56 19 Yes Outlet Channel SC Perennial 0.003 0.004 185 25 Yes 10 60"Pi e SE Perennial OA13 0.006 105 47 Yes Inlet Channel SE Perennial 0.006 - 41 - Yes Outlet Channel SE Perennial 0.003 0.010 34 13 Yes l0A 36"Pi e SE Perennial 0.006 - 47 Yes Outlet Channel SE Perennial 0.003 0.003 20 20 Yes Utilit SE Perennial - 0.008 - 59 No lOB Roadwa Fill SE Perennial - 0.002 - 40 No ChannelReali ment SE Perennial 0.002 - 15 - Yes 11 1 at 9'x8' RCBC SF Perennial 0.006 - 39 - Yes Inlet Channel SF Perennial 0.004 0.003 38 29 Yes Outlet Channel SF Perennial 0.005 0.002 29 10 Yes 11 A 1 at 8' x 7' RCBC SF P erennial 0.001 - 8 - Yes Inlet Channel SF Perennial 0.005 0.002 40 17 Yes Outlet Channel SF Perennial 0.009 0.002 42 10 Yes Utilit SF Perennial - 0.002 - 22 No 11B 60"Pi e SF Perennial 0.013 - 34 - Yes Inlet Channel SF Perennial 0.002 0.001 20 13 Yes Outlet Channel SF Perennial 0.003 0.002 25 12 Yes 20 72" Pi e SH Intermittent 0.008 - 72 - No Bank Stabilization SH Intermittent 0.002 0.001 21 11 No Outlet Channe] SH Intermittent 0.003 0.001 25 13 No Total Stream Im act : 0.163 0.080 1465 591 Total Perennial Stream Im act : 0.116 0.066 1007 443 Totals Total Intermittent Stream Im act : 0.047 0.014 458 148 TotalPerennialMiti atable: 0.115 0 997 0 TotalIntermittentMiti atable: 0.02 0 2ll 0 Total Miti atable4 : 0.135 0 1208 0 N otes: 1. PermitDrawingSiteNumbersrefertoSitenumberspresentedinthel-5986BWetlandandSurfaceWaterlmpactsPermitDrawingsSectionl (Tanuary8, 2019) included in Attachment D. 2. Waterbody labelsfromSTTP I-5877NRTR/JD (SAW 2016-00682) 3. Mitigationrequiredforfaturespermanentlyimpacted.Nomitigationrequiredforpermanemintermittentstreamimpactslessthan150Gnearfeet. 4. Total Mitigatable includes permanentimpacts to Perennial sffeairn and Internrittent Streana with an ixr�pact total ofra>re than 150 linear feet. Table 10. I-5986B — Section 1 O en Water Im acts re►�►�t Drawing NRTR ClassificaHon Permanent Temporary Permanent Temporary Mitigation Site Structure SialType Label� (from NRTR) (ac) (ac) pf) pt) Required? 3 Number' I-5986B — Section 1 I-5877 Section HUC 03030006 SA Pond PA O en Water 0.182 - - - No lOC 30"Pi e OWD O en Water - 0.003 - - No 48"Pi e OWD O enWater 0.003 - - - No Outlet Channel OWD O en Water 0.001 - - - No 12 Roadwa Fill OW O en Water 0.006 0.001 53 10 No Bank Stabilization OW O en Water 0.001 - 12 - No 13 Outlet Channel OW O en Water 0.002 0.001 20 10 No 15 Outlet Channel OWA O en Water 0.006 0.002 31 12 No 17 Roadwa Fill OWB O en Water 0.101 - - - No 18 Roadwa Fill OWB O en Water 0.003 0.001 - - No Utilit OWB O en Water - 0.001 - - No 19 66"Pi e OWE O enWater 0.010 0.002 16 No Bank Stabilization OWE O en Water 0.004 - - - No ChannelReali ment OWE O enWater 0.051 - - - No Total O en Water4: 0.370 O.011 116 48 No N otes: 1. Permit Drawing Site Numbersrefar to Site numberspresented in the I-5986B Wedand and Surface Water ImpactsPermuDrawingsSection 1(January8, 2019) included in Attaclm�ent D. 2. Waterbody labelsfromSTIP I-5877NRTR/JD (SAW 2 01 6-00 682) 3. No nritigation required for impacts to surface waters verified as open water (ponds or jurisdicrional ditches). 4. Total Open Water includes ixripacts only to sur&ce waters verified as openwater (ponds or jurisdicfional ditches) Impact Descriptions bvPernutSite Below are brief descriptions of impacts to wetlands and surfaces waters based on fmal designs that will result from the I-5986 B Section I phase of the I-5986 project. Details mentioned 'm each Permit Site description refer to the details found on Permit Drawing Sheet 2 of 70 in the I- 59868 Wetland and Surface Waterlmpacts PermitDrawings Section 1(January 8, 2019) included in Attachment D. Permit Site 1(Sheet 3): The widening of I-95 will cause 44 LF of temporary impacts to Stream SC. The temporary impacts will occur during the installation of a standard 4 ft base ditch (see Detail 10). Pernut Site 2(Sheet 3): The widening of I-95 will result m 0.162 acres of permanent fill to Wetland WD. The proposed roadway fill of Wetland WD will also include the installation of a median `V' ditch (see Detail 2) and a standard `V' ditch (see Detail 4) to maintain flow of water away from the roadway. Permit Site 3(Sheet 3): The widening of I-95 will result in the removal of an e�sting culvert and the installation of a new culvert. An existing 24" RCP culvert that currently provides passage for Stream SI will be filled with flowable fi1L The flow of Stream SI will be maintained through a proposed 42" welded steel pipe that will be constructed using trenchless installation. The culvert inlet will be mstalled on the west side of I-95 m the approximate location of Stream SI. The proposed culvert will outlet into a proposed 4 ft special lateral base ditch (see Detail 9) that will flow south along I-95 into a Standard 4' base ditch (see Detail 10) that will be constructed at the current location of Stream SI, on the east side of I-95. Class I rip rap embankment (see Detail 0 24) will be installed at the beginning of the standard 4 ft base ditch. An existing 18" HDPE culvert will also be removed from Stream SI. The installation of the culvert and associated ditches will result in 121 LF of permanent impact to Stream SL There will also be 19 LF of temporary construction impact resultmg from mstallation activities. Permit Site 4(Sheet 9): The widening of I-95 will result in 0.094 acres of permanent fill to Wetland WE. The proposed roadway fill of Wetland WE results from the widening of the eastern shoulder I-95. Pe rmit Site 5(She e t 9): The widening of I-95 will result in the removal of an e�sting culvert and the installation of a new culvert. An existing 24" RCP culvert that currently provides flow from an existing farm pond into Stream SA will be filled with flowable fill. A new 54" welded steel pipe culvert will be installed using trenchless methods, the outlet of which will be installed m the existing channel of stream SA. Construction activities will also include the installation of an estimated 50 tons of class `I' rip rap far outlet bank and scour hole stabilization (see Detail 31). Construction activities at this location will result in 31 LF of permanent stream impact and 10 LF of temporary impacts. Pernut Site 5A (Sheet 9): The widening of I-95 will result in the realignment of Glen Eagle Road on the west side of I-95. The realignment will result in draining of a farm pond and permanent fill into a portion of stream SA. Additionally, a special lateral 4' base ditch (see Detail 29) will be installed to facilitate the flow of water away from the road. Proposed activities will result in the permanent impacts to 24 LF of stream SA and 0.182 acres of open water PA during the draining of the pond. Permit Site 6(Sheet 9): The widening of I-95 will result in the installation of a new 30" RCP-III pipe culvert. The outfall will flow into stream SC. Installation will involve bank stabilization using an estimated 6 tons of class `I' rip rap (see Detai124) that will result in 10 LF of permanent channel impacts. Permit Site 7(Sheet 9): The widening of I-95 will result in the removal of an e�sting culvert located in stream SB. The existing 30" RCP culvert currently provides access to a field. The culvert will be removed and a special lateral4' base channel (see Detail9) will be installed. The proposed culvert removal and channel construction will result in 18 LF of permanent impact and an additional 18 LF of temporary construction impact. Permit Site 7A (Sheet 9): The widening of I-95 will result in the replacement of an existing culvert beneath Bud Hawkins Road. An existing 30" RCP culvert that currently provides passage of flow for stream SB beneath Bud Hawkins Road, will be replaced with a 60' RCP -III culvert. Additionally, an estimated 30 tons of class "I" rip rap will be utilized for inlet bank stabilization (see Detail 19) and outlet channel stabilization (see Detail 20). The replacement of the culvert, combined with inlet bank stabilization and outlet channel mstallation will result in 100 LF of permanent channel impacts and 27 LF of temporary construction impacts. Permit Site 7B (Sheet 17): The widening of I-95 will result in the installation of a special lateral 5' base ditch (see Detail 5) over the e�sting top of Stream SB. The proposed ditch is needed to 10 convey flow from the replacement of an existing 30" RCP culvert with a proposed 54" RCP culvert that will convey flow from west to east under I-95. The proposed ditch will result in 113 LF of permanent fill and an additional 11 LF of temporary construction impact. Pernut Site 8(Sheet 20): The widening of I-95 will result in the removal of portions and the back filling with flowable fill of an existing 18" RCP culvert located beneath I-95. Additionally, a 15" RCP culvert will be removed resulting in 33 LF of temparary impacts to stream SD. Permit Site 8A (Sheet 20): The widening of I-95 will result in the replacement of an existing culvert beneath I-95. An existing 18" RCP culvert will be replaced with a 48" welded steel culvert that will be installed with class `P rip rap outlet channel stabilization (see Detail 17) in stream SD. The proposed outlet channel will result in 22 LF of permanent channel impacts and the associated pipe removal will result in 9 LF of temporary impacts. Permit Site 8B (Sheet 20): The widening of I-95 will result in the removal of portions and the back filling with flowable iill of an existing 18" RCP culvert located beneath I-95. A portion of Stream SD located upstream of the existing culvert on the west side of I-95 will be realigned with an estimated 21 tons of class `I' rip rap embankment (see Detail 24) and tied an existing base ditch along the west side of I-95. The proposed channel realignment and pipe removal will result in 32 LF of permanent impact and an additional 16 LF of temporary construction impact. Permit Site 9(Sheet 25): The widening of I-95 will result in the replacement of an existing culvert beneath the interstate. An existing 8' x 7' RCB Culvert will be removed and replaced with a proposed 9' x 8' RCBC. A Standard 6' base channel, approximately 72 LF, will be constructed with an estimated 110 tons with class `P rip rap (see Detail 16) at the inlet on the west side of I-95 to facilitate flow of water from stream SC into the proposed replacement culvert. Additionally, a Standard 6' base channel, approximately 180 LF, will be constructed with an estimated 360 tons of class `I' rip rap (see Detail 16) at the outlet of the proposed box culvert to facilitate the flow of water out of the culvert into the existing channel of stream SC on the east side of I-95. The proposed box culvert replacement, along with channel construction will result in 339 LF of permanent impacts to Stream SC. Additionally, construction activities associated with the installation of the proposed replacement box culvert will result m 88 LF of temporary impacts. Pernut Site 10 (Sheet 31): The widening of I-95 will result m the replacement of an e�sting culvert beneath the interstate. An e�sting 30" RCP culvert that conveys stream SE from the east side of I-95 beneath the mterstate to the west side of I-95 will be filled with flowable fill. Stream SE will be realigned through the installation of a Special Lateral `V' Ditch with Class `B' rip rap (see Detai126) that will facilitate flow mto a proposed 60" RCP IV to convey flow beneath the mterstate to the west side of I-95. Additionally, a rip rap channel will be mstalled at the outlet to facilitate flow from the culvert into the existing channel of stream SE. The mstallation of the proposed 60" RCP culvert combmed with the inlet and outlet channel protection will result in 180 LF of permanent stream impact and 60 LF of temporary impact to Stream SE. Permit Site l0A (Sheet 31): The widening of I-95 will result in the replacement of an existing culvert beneath the southbound I-95 entrance from Spring Branch Road. An existing 24" RCP 11 culvert will be replaced with a proposed 36" RCP IV culvert. Additionally, an outlet channel will be constructed to facilitate flow into the existing channel of stream SE. The proposed culvert replacement along with the outlet channel will result in 67 LF of permanent stream impacts. Additional construction activities will result in 20 LF of temporary impacts. Also, there will be 59 LF of temporary impacts at Permit Site l0A that will result from Utility relocations. Permit Site lOB (Sheet 31): The widening of I-95 will result in the required channel realignment of stream SE resulting from the construction of a proposed access road on the west side of the interstate. The proposed channel realignment will result in 15 LF of permanent stream impacts and associated construction activities will require 40 LF of temporary impacts. Permit Site lOC (Sheet 65): The widening of I-95 will result in the construction of a road on new location to maintain access to parcels located on the east side of I-95. The proposed road construction will result m impacts to open water OWD. A 48" RCP-V culvert will be mstalled along with class B rip rap outlet channel stabilization (see Detai140). There will be 0.004 acres of permanent open water impacts and 0.003 acres of temporary open water impacts associated with the proposed construction activities. Pernut Site 11 (Sheet 31): The widening of I-95 will result m the installation of a 10' x 6' RCB culvert on stream SF resulting from the construction of a proposed access road on new location located on the west side of the interstate. Activities associated with the installation of the proposed box culvert will result in 106 LF of permanent stream impacts, 0.012 acres of impact to wetland WF and 39 LF of temporary stream impact. Permit Site 11A (Sheet 54): The widening of I-95 will result in improvements to Long Branch Road. Proposed improvements include the replacement of an existing 36" RCP culvert with a 8' x T RCB culvert on stream SF in order to maintain flow under Long Branch Road. The replacement of the culvert will also involve the installation of class `I' rip rap bank stabilization (see Detai143) at the inlet (estimated 76 tons) and outlet (estimated 95 tons) (see Detai144) in order to facilitate flow through the culvert. There will be 90 LF of permanent impact and 27 LF of temporary impact to stream SF resulting from these construction activities as well as an additional 22 LF of temporary impact resultmg from utilities installation. Permit Site 11B (Sheet 41): The widening of I-95 will result in the replacement of an existing culvert that runs beneath the interstate. An existing 24" HDPE pipe culvert that currently conveys stream SF, will be filled with flowable iill and a new 60" welded steel pipe culvert will be installed. The proposed replacement culvert will be installed with an estimated 15 tons of class `I' rip rap bank stabilization installed at the inlet (see Detail 19) and an estimated 35 tons of class `I' rip rap bank and scour hole stabilization installed at the outlet (see Detail 31) to facilitate flow through the culvert. Proposed construction activities will result in 79 LF of permanent stream impacts and 25 LF of temporary impact. Permit Site 12 (Sheets 31 and 54): The widening of I-95 will result in the construction of a proposed access road on new location on the west side of the interstate. The proposed access road will result in 0.916 acres of permanent impact to wetland WF. Additionally, the proposed access road crosses an open water ditch and will require the installation of a 36" RCP IV pipe 12 culvert with an associated special lateral4' base ditch with class `B' rip rap (see Deta� 42). The proposed culvert will result in 0.007 acres of permanent open water impact with an additional 0.001 acres of temporary impact. Pernut Site 13 (Sheet 31): The widening of I-95 will result m improvements along Sprmg Branch Road. A culvert will be installed with class `I' rip rap outlet protection (see Detail 20) that will result in 0.002 of permanent open water impacts and 0.001 acres of temporary impacts. Permit Site 14 (Sheet 46): The widening of I-95 will result m 0.028 acres of permanent fill to Wetland WB. The proposed roadway fill of Wetland WB results from the shoulder for the proposed realignment of Elm St. Activities will also include the installation of a special lateral `V' ditch (see Detail 36) to maintain flow of water away from the roadway. Additionally, utilities installation will result in 0.026 acres of temporary impacts to wetland WB. Permit Site 15 (Sheet 46): The widening of I-95 will result in the replacement of an existing culvert beneath that runs beneath I-95. An existing 30" RCP culvert will be filled with flowable fill and replaced with a proposed 42" RCP IV culvert. The outlet of the proposed culvert will be reinforced with class `I' rip rap outlet bank and scour hole stabilization (se Detail 31). The outlet stabilization activities will result m 0.006 acres of permanent and 0.002 acres of temporary open water impacts to ditch OWA Permit Site 16 (Sheet 46): The widening of I-95 will result in 0.008 acres of permanent fill to Wetland WC. The proposed roadway fill of Wetland WC results from the widening of the shoulder of Bud Hawkins Road. Additionally, utilities installation will result in 0.018 acres of temporary impacts to wetland WC. Permit Site 17 (Sheet 46): The widening of I-95 will result in 0.101 acres of permanent fill to Jurisdictional Ditch OWB. The proposed roadway fill to OWB results from the widening of the shoulder Bud Hawkins Road. Permit Site 18 (Sheet 46, 52): The widening of I-95 will result in 0.003 acres of permanent fill to Jurisdictional Ditch OWB. The proposed roadway fill to OWB results from the widening of the shoulder Bud Hawkins Road. Construction activities will also result in 0.001 acres of temporary impact to OWB. Additionally, utilities installation will also result in 0.001 acres of temporary impacts to OWB. Permit Site 19 (Sheet 54): The widening of I-95 will result in the realignment of Ehn Street along with improvements along Long Branch Road. These activities will result in impacts to open water OWE along the north side of Long Branch Road. Construction activities include the mstallation of a 66" CAAP culvert with class `I' rip rap bank stabilization at the inlet (see Detail 19). Class `P rip rap will be embedded into the channel atthe outlet to facilitate flow into a proposed lateral 4' base ditch (see Detail 33) that will be constructed over the e�sting location of OWE. Proposed construction activities will result in a total of 0.065 acres of permanent open water impacts and 0.002 acres of temporary impacts. 13 Permit Site 20 (Sheet 59): The widening of I-95 will result in the realignment of Elm Street on new location on the west side of I-95. The new alignment will result in crossings of stream SH and wetland WA. The proposed crossmg will include the installation of a 72" CAAP culvert into stream SH with class `I' rip rap bank stabilization installed at the inlet (estimated 20 tons) (see Detail 19) and outlet (estimated 40 tons)(see Detail 20) to facilitate flow through the culvert. Additionally, the proposed road construction will result in permanent roadway fill to wetland WA. Proposed construction activities at this crossing will result in 0.131 acres ofpermanent wetland impact, 118 LF of permanent stream impacts and an additional 24 LF of temporary construction impacts. I-5986B — Section 2 (I-5878 Section) Table 11. I-5986B — Section 2 Wetland Permit Drawing Site Number 1 NRTR I Label Type Structure Permanent Size/1�pe �Pac�ts (ac.) I-5986B — Section 2 (I-5878 Section) HUC 03030006 Roadwa Fill 0.564 Roadwa Fill 0.749 Roadway Fill 0.498 Total Ri arian: 1.811 Total Non-Ri arian: 0.000 Grand Total: 1.811 Temporary Mitigation Impacts (ac.) Required? 3 - Yes - Yes - Yes arian arian arian Totalsb Notes: 1. Permit Drawing Site Numbers refer to Site numbers presented in the I-5986B Wetland and Surface Water ImpactsPermitDrawings Section 2(Tanuary8, 2019) included in Atbchment D. 2. Pern�anent Impacts include Permanent Fill, Excavation, and Mechanized Clearing in wetlands 3. Mitigationrequiredforfeaturespermanentlyi�acted. 4. Waterbody labelsfromST'IP I-5986NRTR/JD (SAW 2 01 8-02 276) 5. Waterbody labelsfromSTTP I-5878NRTR/JD (SAW 2016-00682) 6. Impacts determinedbasedonpreGminarydesign(slope stakes+25'). Table 12. I-5986B — Section 2 Stream Impacts rerm�t DYawiRg StYUCtuYC NRTR Classification Permanent Temporary Permanent Temporary Mitigation Site Size/Type Label (from NRTR) (ac) (ac) (lf) (IF) Required? � Numberi I-5986B — S e ction 2 I-5878 S ection HUC 03030006 1 Roadwa Fill SB3 Perennial 0.024 - 140 - Yes lA Roadwa Fill SB3 Perennial OA20 - 157 - Yes 1B Roadwa Fill SA3 Intermittent 0.003 - 35 - No 2 Roadwa Fill SD3 Perennial OA28 - 101 - Yes 5 Roadwa Fill Son Run4 Perennial 0.289 - 208 - Yes Total Stream Im act : 0.364 0 641 0 Total Perennial5treamIm act: 0.361 0 606 0 Totals s Total Intermittent Stream Im act : 0.003 0 35 0 TotalPerennialMiti atable: 0.361 0 606 0 TotalIntermittentMiti atable: 0 0 0 0 Total Miti atable 6: 0.361 0 606 0 N otes: 1. PernritDrawingSiteNumbersrefertoSitenumberspresentedinthel-5986BWetlandcmdSurfaceWaterlmpactsPermitDrawingsSeckon2(Jarruary8, 2019) included in Attachment D. 2. Mitigationrequiredforfeaturespermanentlyimpacted.Nomitigationrequiredforpermanentinterrxrittentstreamimpactslessthan150linearfeet. 3. Waterbody labe]sfromSTIP I-5878NRTR/JD (SAW 2016-00682) 4. Waterbody labelsfromSTIP I-5986NRTR/JD (SAW 2018-02276) 5. Impacts determined based on prelintinary desigu (slope stakes + 25'). 6. Total Mitigatable includes permanentimpacts to Peremval streairn and Intermittent Stre�rn with an impact tohal ofmore than 150 linear feet. 14 I-5986B — Section 3 (I-5883 Section) Table 13. I-5986B — Section 3 Wetland Im acts Permit NR'IR Structure Permanent Temporary Mitigation Drawing Site 2 Type Impacts � q Numberi Label Size/Tj�pe a� 3 Impacts(ac.) Required. I-5986B — S e ction 3 I-5883 S ection HUC 03030006 1 WB Ri arian Roadwa Fill 0.045 - Yes 4 WA Ri arian Roadwa Fill 0.017 - Yes 8 WK Ri arian Roadwa Fill 0.223 - Yes 9 WG Ri arian Roadwa Fill 0.263 - Yes 11 WE Non-Ri arian Roadwa Fill 0.087 - Yes 12 WI Ri arian Roadwa Fill 0.094 - Yes 14 WK Ri arian Roadwa Fill 0.051 - Yes 15 WJ Ri arian Roadwa Fill 0.126 - Yes 16 WD Non-Ri arian Roadwa Fill 0.009 - Yes Total Ri arian: 0.819 0.00 Totalss TotalNon-Ri arian: 0.096 0.00 GrandTotal: 0.915 0.00 N otes: 1. Permit Drawing Site Numbers refer to Site numbers preseffied in the I-5986B Wetland and Surface Water ImpactsPermitDrawings Section 3(Tanuary8, 2019) included in Attachment D. 2. Waterbody labelsfromSTIP I-5883NRTR/JD (SAW 2 01 6-00 689) 3. Perrr�nentlmpactsincludePerrranentFill,Excavation,andMechanizedClearinginwetlands 4. Mitigationrequiredforfeaturespermanentlyimpacted. 5. Impacts determined based on preGminary design (slope stakes+ 29). Table 14. I-5986B — Section 3 Stream Im acts Permit Drawin� StYUCtuYC NR�IR Classification Permanent Temporary Permanent Temporary �ti�atiOR Site Size/Type Label� (fromNRTR) (ac) (ac) pf) pf� Requ3red? Nu mbe r i I-5986B — S e ction 3 I-5883 S ection HUC 03030006 1 Roadwa Fill SB Perennial 0.005 - 65 - Yes 2 Roadwa Fill SC Intermittent 0.046 - 329 - Yes 3 Roadwa Fill SA Perennial 0.057 - 582 - Yes 5 Roadwa Fill SG Perennial 0.002 - 12 - Yes 6 Roadwa Fill SG Perennial 0.008 - 111 - Yes 7 Roadwa Fill SH Perennial 0.003 - 29 - Yes 8 Roadwa Fill SK Perennial 0.006 - 38 - Yes 10 Roadwa Fill SI Intermittent 0.013 - 106 - No 12 Roadwa Fill SJ Perennial 0.034 - 100 - Yes 13 Roadwa Fill SE Intermittent 0.012 - 167 - Yes Total Stream Im act: 0.186 0 1539 0 TotalPerennialStreamIm act: 0.115 0 937 0 Totals 4 Total Intermittent Stream Im act: 0.071 0 602 0 TotalPerennialMiti atable: 0.115 0 937 0 TotalIntermittentMiti atable: 0.058 0 496 0 Total Miti atable s: 0.173 0 1433 0 N otes: 1. Permit Drawing Site Numbers refer to Sife numbers presented in the I-5986B Wetland and Surface Water ImpactsPermitDrawings Section 3(Tanuary8, 2019) included in Attachment D. 2. Waterbody labelsfromSTTP I-5883NRTR/JD (SAW 2016-00689) 3. Mitigationrequiredfrir features perxnanently impacted. No mitigationrequiredfur perxrranent intermittent streamimpacts lessthan 150 Gnear feet. 4. Impacts determined based on prelintinary design (slope stakes + 25'). 5. Total Mitigatable includes permanentimpacts to Perennial streairn and Intermittent Streana with an impact total ofimre than 150 linear feet. 15 I-5986B - Section 4(Johnston County Section) Table 15. I-5986B - Section 4 Wetland Im acts Permit Drawing NRTR Permanent Temporary Mitigafion Site Number' Label� Type Structure Sia/Type Impac�s (ac.) Impacts (ac.) 3 Required? ° I-5986B - Section 4(Johnston County Section) HUC 03030006 1 WBK Riparian Roadway Fill 1.501 - Yes 3 WBJ Ri arian Roadwa Fill 0.778 - Yes 4 WBL Ri arian Roadwa Fill 0.010 - Yes Total Ri arian: 2.289 0 HUC 03030006 Totals Total Non-Ri arian: 0 0 Grand Total: 2.289 0 HUC 03020201 7 WBP Riparian Roadway Fill 0.003 - Yes 9 WBS Riparian Roadway Fill 0.096 - Yes 10 WBR Ri arian Roadwa Fill 0.056 - Yes Total Ri arian: 0.155 0 HUC 03020201 Totals TotalNon-Ri arian: 0 0 Grand Total: 0.155 0 Total Riparian: 2.444 0 Section 4 Wetland Totals Total Non-Riparian: 0 0 Grand Total: 2.444 0.00 N otes: 1. PermitDrawingSiteNumbersrefertoSitenumberspresentedinthel-5986BWetlandandSurfaceWaterlmpactsPermuDrawingsSeckon4(Tanuary8, 2019) included in Attaclm�ent D. 2. Waterbody labelsfromSTIP I-5986NRTR/JD (SAW 2 01 8-02 276) 3. Pernianent Impacts include Pertnanent Fill, Excavation, and Mechanized Clearing inwet3ands 4. Mitigationrequiredforfeaturespermanentlyimpacted. 5. Table 16. I-5986B - Section 4 Stream Im acts Pe�'t Mitigation Drawing Structure NRTR Label Z Classificaflon Permanent Temporary Permanent Temporary Required? Site SiaJType (from NRTR) (ac) (ac) pf) pf) 3 Number' I-5986B-Section4 JohnstonCount Section HUC 03030006 2 Roadwa Fill Min o S�am Perennial 0.199 - 186 - Yes 4 Roadwa Fill SM Perennial 0.003 - 48 - Yes Total Stream Im act: 0.202 0 234 0 TotalPerennialStreamIm act: 0.202 0 234 0 �C Total Intermittent Stream Im act: 0 0 0 0 03030006 Totals° TotalPerennialMiti atable: 0.202 0 234 0 TotalIntermittentMiti atable: 0 0 0 0 Total Miti atable s: 0.202 0 234 0 HUC 03020201 5 Roadwa Fill Hannah Creek Intermittent 0.005 - 64 - No 6 Roadwa Fill SO Perennial OA18 - 192 - Yes 6A Roadwa Fill SO Perennial 0.037 - 174 - Yes 6B Roadwa Fill SO Perennial 0.010 - 28 - Yes 8 Roadwa Fill Drivin Branch Perennial 0.029 - 69 - Yes 11 Roadwa Fill Perennial 0.009 - 162 - Yes Total Stream Im act: 0.108 0 689 0 TotalPerennialStreamIm act: 0103 0 625 0 �C Total Intermittent Stream Im act: 0.005 0 64 0 03020201 Totals^ TotalPerennialMiti atable: 0.103 0 625 0 Total Intermittent Miti atable: 0 0 0 0 Total Miti atable 5: 0.103 0 625 0 16 Permit Mifigakon Drawing Structure NRTR Label2 Classification P¢rmanent Temporary Permanent Temporary Required? Site Si�/Type (from NRTR) (ac) (ac) (lt) (If) 3 Number' Total Stream Im act: 0.310 0 923 0 TotalPerennialStreamIm act: 0.305 0 859 0 Section 4 Total Intermittent Stream Im act: 0.005 0 64 0 Stream Total PerennialMiti atable: 0.305 0 859 0 Totals Total Intermittent Miti atable: 0 0 0 0 Total Miti atable s: 0.305 0 859 0 N otes: 1. PernritDrawingSiteNumbersrefertoSitenumberspiesentedinthel-5986BWetlandandSurfaceWaterlmpactsPermuDrawingsSection4(January8, 2019) included in Attachxnent D. 2. Waterbody labelsfromSTIP I-5986NRTR/JD (SAW 2018-02276) 3. Mitigationrequiredforfeaturespermanentlyimpacted.Noxititigationrequiredfiirperxxranentinternrittentstreamimpactslessthan150linearfeet 4. Impacts determinedbasedonprefinrinarydesign(slopestakes+25'). 5. Non-mitigatable impacts to intermittent strear� include impactslessthan 1501inearfet. Table 17. I-5986B - Section 4 Summary of Neuse River Riparian Buffer Impacts Bu ffe r Im pacts Im pacts Re qu i rin g Permit Drawing Structure �,pe AllowableImpacts (sq. ft.) �tigation (sq. ft.) Site Number i Zone 1 Zone 2 Total Zone 1 Zone 2 Total 5 Roadwa Fill Road Crossin 4 419 5 255 9,674 - - - 6 Roadwa Fill Road Crossin - - - 14,343 12,530 26,873 6A Roadwa Fill Road Crossin - - - 13,546 10,120 23,666 6B� Roadwa Fill Road Crossin - - - 3,684 2 921 6,605 7 Roadwa Fill Road Crossin - 688 688 - - - 8 Roadwa Fill Road Crossin 6,599 3 531 10,130 - - - 11 Roadwa Fill Road Crossin 8,639 3,995 12,634 - - - Totals3: 19,657 13,469 33,126 31,573 25,571 57,144 N otes 1. PernritDrawingSiteNumbersrefertoSitenumberspresentedinthel-5986BBufferlmpactsPermiZDrawingsSec2ion4(NoKh)(January8,2019) included in Attachment D. 2. BufferimpactnumbersrequiringmitigatronexcluderiparianwetlandimpactsatPermitSite6B.Theseriparianwetlandimpactsareaccountedforinthe compensatorywetlandxcritigarion. SeeTable 17below. 3. Totalsffomb5986BBufferlmpactsPermitDrawingsSection4(North)(.Tanuary8,2019)incLudedinAt4chmentD. Table 18. I-5986B - Section 4 Wetlands in Rinarian Buffers BufferImpacts Permit Area of Wetland in Area of Wetlandin Total Area of Drawing SiteNumber � NR7R Label �ne 1(sq. ft.) Zone 2(sq. ft.) wetlandinBuffers s . ft. 6B WBO 1 638 899 2 537 8 WBS/WBR 4,428 1,302 5,730 11 WBS 77 - 77 Total: 6 143 2 201 8 344 Notes: 1. PermitDrawingSiteNumbersrefertoSitenumberspresentedinthel-5986BBufferlmpactsPermuDrawingsSedion4(North)(January8,2019) included in Attachment D. 1% I-5986A (Cumberland County Section) Table 19. I-5986A Wetland Im acts Permit NR'IR Structure Permanent Temporary Mitigation Drawing Site 2 Type Impacts g � q Numberi Label Size/Tj�pe a� 3 Impacts(ac.) Required. I-5986A CumberlandCoun Section HUC 03030004 1 WE Non-Ri arian Roadwa Fill 0.024 - Yes 2 WH Non-Ri arian Roadwa Fill 0.233 - Yes 3 WF Non-Ri arian Roadwa Fill 0.156 - Yes 4 WI Non-Ri arian Roadwa Fill 0.076 - Yes 5 WJ Non-Ri arian Roadwa Fill 0.536 - Yes 6 WK Ri arian Roadwa Fill 0.073 - Yes 7 WL Ri arian Roadwa Fill 0.648 - Yes 8 WR Non-Ri arian Roadwa Fill 0.170 0.165 Yes 9 W Non-Ri arian Roadwa Fill 0.183 - Yes 10 WP Ri arian Roadwa Fill 0.371 - Yes 11 WO Ri arian Roadwa Fill 1.352 - Yes 12 WX Ri arian Roadwa Fill 1.659 - Yes 14 WZ Ri arian Roadwa Fill 0.133 - Yes 16 WY Ri arian Roadwa Fill 0.178 - Yes 17 WAA Non-Ri arian Roadwa Fill 0.005 - Yes 19 WAB Non-Ri arian Roadwa Fill 0.024 - Yes 20 WAF Non-Ri arian Roadwa Fill 0.284 - Yes 21 WAH Non-Ri arian Roadwa Fill 0.005 - Yes 22 WAK Ri arian Roadwa Fill 0.672 - Yes 24 WAI Ri arian Roadwa Fill 0.761 - Yes 25 WAM Non-Ri arian Roadwa Fill 0.087 - Yes 26 WAN Non-Ri arian Roadwa Fill 0.364 - Yes 28 WAS Ri arian Roadwa Fill 0.035 - Yes TotalRi arian: 5.882 0.000 TotalsHUC03030004 TotalNon-Ri arian: 2.147 0.165 Ca�and Total: 8.029 0.165 HUC 03030006 30 WAT Non-Ri arian Roadwa Fill 0.305 - Yes 31 WAU Non-Ri arian Roadwa Fill 0.004 - Yes 32 WAW Ri arian Roadwa Fill 0.480 - Yes 34 WAV Ri arian Roadwa Fill 0.139 - Yes 35 WAX Ri arian Roadwa Fill 0.021 - Yes 37 WAY Non-Ri arian Roadwa Fill 0.003 - Yes 38 WAZ Ri arian Roadwa Fill 0.516 - Yes WAZ Ri arian Brid e - 0.080 Yes 38A WAZ Ri arian Roadwa Fill 0.129 - Yes 39 WBA Non-Ri arian Roadwa Fi11 0.012 - Yes 40 WBB Non-Ri arian Roadwa Fill 0.054 - Yes 41 WBC Non-Ri arian Roadwa Fill 0.194 - Yes 43 WU Non-Ri arian Roadwa Fill 0.172 - Yes TotalRi arian: 1.285 0.080 TotalsHUC03030006 TotalNon-Ri arian: 0.744 0.000 Grand Total: 2A29 0.080 Total Ri arian: 7.167 0.080 I-5986A Section Totals Total Non-Ri arian: 2.891 0165 GrandTotal: 10.058 0.245 N otes: 1. PernritDrawingSiteNumbersrefertoSitenumberspiesentedinthel-5986AWetlandandSurfaceWaterlmpactsPermuDrawingsSecdonA(January 8, 2019) includedinAttachxnentD. 2. Waterbody labelsfromSTIP I-5986NRTR/JD (SAW 2 01 8-02 276) 3. PerroanentlmpactsincludePern�anentFill,Excavation,andMechanizedClearinginwetlands 4. Mitigationrequiredforfeaturespermanentlyimpacted. i Table 20. I-5986A Stream Im acts Permit Drawing StYUCtUYC NRTR Classiticarion Permanent Temporary Permanent Temporary Mitigation Number Size/Type Label� (from NRTR) (ac) (ac) pt) pf) Required? 3 t I-5986A CumberlandCoun Section HUC 03030004 3 Roadwa Fill SB Intermittent 0.007 - 38 - No 10 Roadwa Fill Baker S�vam Perennial 0.035 - 70 - Yes 11 Roadwa Fill Baker S�vam Perennial 0.018 - 63 - Yes 13 Roadwa Fill SC Perennial 0.034 - ll6 - Yes 15 Roadwa Fill SD Perennial 0.247 - 138 - Yes 18 Roadwa Fill SE Intermittent 0.009 - 130 - No 23 Roadwa Fill SF Perennial 0.010 - 40 - Yes 27 Roadwa Fill SG Perennial 0.032 - 114 - Yes 29 Roadwa Fill SH Perennia] 0.024 - 106 - Yes Total Stream Im act: 0.416 0 815 0 Total PerennialStreamIm act: 0.400 0 647 0 HUC Total Intermittent Stream Im act: 0.016 0 168 0 03030004 TotalPerennialMiti atable: 0.400 0 647 0 Totals TotalIntermittentMiti atable: 0 0 0 0 Total Miti atable 5: 0.400 0 647 0 HUC 03030006 33 Roadwa Fill SI Perennial 0.016 - 101 - Yes 36 Roadwa Fill SJ Intermittent 0.010 - 67 - No 38 Roadwa Fill Black River Perennial 0.318 - 60 - Yes 42 Roadwa Fill SK Intermittent OA23 - 86 - No Total Stream Im act: 0.367 0 314 0 Total PerennialStreamIm act: 0.334 0 161 0 �� Total Intermittent Stream Im act: 0.033 0 153 0 03030006 Totals' TotalPerennialMiti atable: 0.334 0 161 0 TotalIntermitteutMiti atable: 0 0 0 0 Total Miti atable 5: 0.334 0 161 0 Total Stream Im act: 0.783 0 1129 0 TotalPerennialStreamIm act: 0.734 0 808 0 I-5986A Total Intermittent Stream Im act: 0.049 0 321 0 Section TotalPerennialMiti atable: 0.734 0 808 0 Totals4 Total Intermittent Miti atable: 0.000 0 0 0 Total Miti atable s: 0.734 0 808 0 Notes: 1. PemritDrawingSiteNumbersrefertoSitenumberspresentedinthei-5986AWetlandandSurfaceWaterlmpactsPermitDrawingsSeckonA(,Ianuary 8, 2019) includedinAttachmentD. 2. Waterbody labelsfromSTIP I-5986NR"I'R/JD (SAW 2 01 8-02 276) 3. Mitigationrequiredforfeaturespermanentlyimpacted.Nontitigationrequiredfi�rperxxranentinternrittentstreamimpactslessthan150Gnearfeet. 4. Impacts determined based on prefinrinary design (slope stakes+ 25'). 5. Total Mitigatable includes pernianentimpacts to Perennial sireams and Interrrrittent Streazrn with an impact total ofmore than 150 linear feet. 19 9.0 Protected Species The United States Fish and Wildlife Service (USFWS) lists eight federally-protected species for Cumberland County as of June 27, 2018, four federally-protected species for Harnett County as of October 10, 2018 and six federally-protected species for Johnston County as of June 27, 2018 (Table 20). Table 21. Federall -Protected S ecies in Cumberland, Harnett, and Johnston Counties CommonName ScientificName Habitat Federal Biological Present Status* Conclusion C u m be rland C ount Vertebrate: American alli ator Alli atormississi iensis No T S/A N/A Ca e Fear shiner Notro is mekistocholas No E No Effect Red Cockaded Wood ecker Picoides borealis No E No Effect Invertebrate: Saint Francis' sat rbutterfl Neon m ha mitchellii rancisci No E No Effect Vascular Plant: American chaffseed Schwalbea americana No E No Effect MichauY's sumac Rhusmichauxii Yes E No Effect Pondberr Lindera melissi olia Yes E No Effect Rough-leaved loosestrife Lysimachia asperulaefolia Yes E No Effect Harnett Count Vertebrate: Bald Ea e Haliaeetus leucoce halus No BGPA N/A Ca e Fear shiner Notro is mekistocholas No E No Effect Red-Cockaded Wood ecker Picoides borealis No E No Effect Vascular P1ant: Rou -leaved loosestrife L simachia as erulae olia Yes E No Effect JohnstonCount Vertebrate: Bald Ea e Haliaeetus leucoce halus No BGPA N/A Red Cockaded Wood ecker Picoides borealis No E No Effect Invertebrate: Dwarf wed emussel Alasmidonta heterodon No E No Effect Tar River s in mussel Parvas ina steinstansana No E No Effect Yellow lance Elli tio lanceolata No T No Effect Vascular Plant: Michatix's sumac Rhusmichauxii Yes E No Effect *BGPA —Baldand Goldai Eagle ProtedionAd �; — �;ndangered T — Threatened T(S/A) — Threatened due to similariry ofappearance The US Fish and Wildlife Service has developed a progammatic biological opinion (PBO) in conjunction with the Federal Highway Administration (FHWA), the US Army Corps of Engineers (USACE), and NCDOT for the northern long-eared bat (NLEB) (Myotis septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT program m Divisions 1-8, including all NCDOT projects and activities. The programmatic deternvnation for NLEB for the NCDOT program is "May Affect, Likely to Adversely Affect." The PBO provides incidental take coverage for NLEB and will ensure compliance with Section 7 of the Endangered Species Act for five years for all NCDOT projects with federal nexus in Divisions 1-8, which includes this project. 20 9.1 Bald and Golden Eagle ProtectionAct (BGPA) In the July 9, 2007 Federal Register (72:37346-37372), the bald eagle was declared recovered, and removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This delistmg took effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) became the primary law protecting bald eagles. Nesting and foraging habitat are not present in the project area, nor have bald eagle nests or individuals have been seen within a 660-foot radius of the project area. 9.2 Moratoria There is no in-stream work moratorium required for I-5986, including the I-5877, I-5878, and I- 5883 sections. 10.0 Cultural Resources 101 Historic Architectural Resources The potential effect of the proposed project on historic architectural resources was evaluated in accardance with Section 106 of the National Historic Preservation Act of 1966, as amended. NCDOT's 2005 Historic Bridge Inventory resulted in a determination of eligibility for two Harnett County bridges. Based on their engineering signif'icance, Harnett County Bridges number 420037 and number 420081 have been determine eligible for the National Register under Criterion C of the NRHP Criteria. The Ad�isory Council on Historic Preservation (ACHP) received notification regarding adverse effects of the proposed I-5877 and I-5883 projects to Harnett County bridges #420037 and # 420081 and determined that their participation in the consultation to resolve adverse effects is not needed. Memoranda of Agreement (MOA) between the Federal Highway Admulistration (FHWA), NCDOT, and the North Carolina State Historic Preservation Office (SHPO) are underway for both bridges, correspond'mg to the I-5877 and I- 5883 projects. A copy of each MOA is included in Attachment I. Additionally, there are three properties within the project study area which have been determined to be eligible for listing on the National Register of Historic Places. They are listed as follows: • Uriah James Tart House (JT0609) • W. P. Lee House (JT0608) • Benson Smging Grove (JT1312) A review of the project design in October of 2018 revealed that all widening and related activities will occur on the north side of E. Main Street m Benson, away from the tl�ree NR- eligible properties. Therefore, a find'mg of "no historic properties present or affected" will satisfy both GS 121-12(a) and Section 106 compliance requirements for the I-5986 Project. 21 10.2 Archaeological Resources An investigation was conducted by Environmental Services, Inc., (ESI) of Raleigh, North Carolina, for the North Carolina Department of Transportation (NCDOT) to fulf'ill the requirements of Section 106 of the National Historic Preservation Act (NHPA; 1966, as amended) and is administered under the 2007 Programmatic Ageement for Minor Transportation Projects (Revised 2015) between the FHWA, NCDOT, the Ad�isory Council on Historic Preservation (ACHP), and SHPO. As a result of the investigation, 26 new archaeological sites (31CD2152-2171; 31JTSO�r511) were recorded, none of which are recommended eligible for the National Register of Historic Places. In suininary, it is recommended that the proposed transportation improvement projects be allowed to proceed without concern for impacts to signif'icant cultural resources. If the project boundaries are modif'ied outside of the current project area, coordination with the SHPO may be necessary to determine if additional cultural resource investigations will be required. 11.0 FEMA Compliance The project has been coordinated with appropriate state and local officials and the Federal Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local floodway regulations. 12.0 Mitigation Options NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were implemented to the extent possible during the planning and design phases, and minimization measures were mcorporated into the project design. USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland mitigation policy that embraces the concept of "no net loss of wetlands" and sequencing. The purpose of this policy is to restore and maintain the chemical, biological, and physical integrity of the waters of the United States. CEQ has deimed mitigation of wetland and surface water impacts to include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts over time, and compensating for impacts (40 CFR 1508.20). 12.1 Avoidance and Minimization All jurisdictional features were delineated, field-verif'ied, and surveyed within the study area. Proposed widening of I-95 towards the median in areas where possible has aided in reducing the project footprint and overall impact to jurisdictional resources. The designs were developed in more detail and adjusted to avoid and minimize impacts to jurisdictional areas. Project designs were reviewed during development stages by an interagency review team consisting of 22 representatives from NCDOT, NCDEQ-DWR, NCWRC, USACE, Michael Baker International, and Sungate Design Group. Input from parties concerned have helped develop appropriate and practicable steps to avoid and minimize impacts to sensitive areas. NCDOT employs many strategies to avoid and ininiinize impacts to jurisdictional areas m all of its designs. Many of these strategies have been incorporated into BMP documents that have been reviewed and approved by the resource agencies that will be followed throughout construction. All wetland areas not affected by the project will be protected from unnecessary encroachment. General avoidance and minimization measures are as follows: • NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will be strictly enforced; • Impacts to wetlands, streams, and open waters were avoided and/or minimized by adjusting alignments and slopes; • 3:1 fill slopes have been used at stream and wetland crossings to reduce impacts and to promote sheet flow since shoulder berm gutter is not used; • All storm drainage will be diffused and designed for non-erosive velocities before entering stream and wetland areas to the ma�mum extent practicable; • Direct discharge of stormwater to streams has been avoided to the extent practicable; • Rip rap stabilization on banks of jurisdictional streams will be implemented to prevent erosion; • Minimizing "in stream" activities; • Decreasing the footprint of the proposed project through the reduction of right-of-way widths; • Utilizing natural stream channel design principles when relocating streams. 12.2 Compensation The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible as described above. For linear public transportation projects, mitigation shall be required for impacts equal to or exceeding 150 linear feet per stream or one acre of wetlands. Since this project is a linear transportation project and jurisdictional impacts exceed 150 linear feet of stream and one acre of wetland, mitigation is required. Compensatory mitigation requirements for I-5986 jurisdictional features are suminarized below in Table 21. This project proposes to permanently impact a total of 5,697 linear feet of warm water streams, including 4,217 linear feet of perennial stream channel (of which 4,207 linear feet will be subject to mitigation) and 1,480 linear feet of intermittent stream channel (of which 707 linear feet will be subject to mitigation). The project will also permanently impact a total 16.579 acres of wetlands mcluding 12.838 acres of riparian wetlands and 3.741 acres of non-riparian wetlands. Additionally, this project will permanently impact 31,573 ft2 of Zone 1 and 25,571 ft2 of Zone 2 riparian buffers (suminarized in Table 22). The unavoidable impacts to Waters of the U. S. and riparian buffers will be offset by compensatory mitigation provided by the North Carolina Department of Environmental Quality (NCDEQ) Division of Mitigation Services (DMS) at ratios of 2:1 for wetland and perennial stream impacts, 1:1 for intermittent stream impacts that are greater than 150 linear feet, 3:1 for Zone 1 riparian buffer impacts, and 1.5:1 for 23 Zone 2 riparian buffer impacts. There will be no mitigation required for permanent impacts to streams impacted by bank stabilization and intermittent streams where the impact total is less than 150 linear feet in length. Table 22. I-5986 Entire Corridor Jurisdictional Feature Miti ation Suinma Streams River CU �o_ Stream 1 Wetlands ac and Basin Location Region Cold Cool Warm Riparian Non- Coastal Wetlandc Ri arian Marsh Neuse 03020201 TTICP - - 625 0.155 - - Impactsi Ca e Fear 03030004 NICP - - 647 5.882 2.147 - Ca e Fear 03030006 NICP - - 3,642 6.801 1.594 - Total 0 0 4,914 12.838 3.741 0.000 GrandTotal 4 914 16.579 Notes 1. Impact Totals include totalproposedimpacts for the entire cosidorandinclude finalproposed impacts froml-5986B - Secrion 1, combined with preliminary (slope stakes + 25') impacts fromI-5 9 8 6B — Section 2, I-5 986B — Section 3, I-5 986B — Section 4, and I-598 6A. Table 23. I-5986 Rinarian Buffer Buffers gasin Lo at on Impactsl (sq. ft.) Imnacts Neuse 03020201 29,935 n Suinma Zone 1 Zone 2 Mitigation i Mitigation Mitigation Impacts Mitigation Ratio � Required �sq. ft.) Ratio � Required s . ft. s . ft. 3:1 89.805 24,672 1.5:1 37.008 Notes 1. Wetland area(sq. $.) corresponding to Wedand WBO located in riparian bu$er zones at site 6B ra�ved Miligarion &�r this wetland is covaed in the ID Feature Mitigation Sunnirary. 2. 15A NCAC OZB.0295 (e) Mitigafionprogramrequirements far protection and maintenance ofriparian bu�rs — Neuse River Basin. NCDOT is applying for a Phased Section 404 Individua l Permit for the entire 26-mile widening corridor with fmal designs from the I-5986B Section 1, combined with preliminary designs (slope stakes + 25') from the remaining phases of the project. NCDOT has coordinated with NCDEQ DMS to reserve mitigation credits for the entire corridor and will provide an acceptance letter for impacts in phases of the project that have a fmal design (Table 23) with the anticipation that subsequent permit modif'ications will update mitigation requirements based on refined fmal designs for eachphase. An acceptance letter from NCDEQ DMS is attached (Attachment F). Table 24. I-5986B Section 1 I-5877 Final Desi s Jurisdictional Feature Miti ation Suinmar Streams River CU �o_ Stream 1 Wetlands ac and Basin Location Region Cold Cool Warm Riparian Non- Coastal Wetlands Ri arian Marsh Im acts� Ca e Fear 03030006 NICP - - 1,208 1.095 0.256 Total 0 0 1.208 1.095 0.256 Notes 1. Impact Totals include final proposed impactsfromI-5986B—Section 1, based on final designs. 24 13.0 Indire ct and Cumula tive Effe cts Transportation impact causing activities as a result of this project may include: new netwark connections, an increase in access, or creation of activity centers. This project has a low likelihood to increase development potential and intensity in the areas adjacent to the project corridor. This score is most reflective of the project scope (26 miles of widening), public policy m place to manage growth, abundance of available land, presence of notable environmental features, and a lack of travel time savings resulting from the project. Based upon the mformation analyzed and the corresponcling values assigned for each category within the ICE screening matrix, the output recommendation is `Land Use Scenario Assessment Not Likely Warranted'. This mdicates that further analysis is not warranted. 14.0 Essential Fish Habitat The project will not impact any Essential Fish Habitat afforded protection under the Magnuson- Stevens Act of 1996 (16 U.S.0 1801 et seq.) 15.0 Wild and Sce nic Rive rs The project will not impact any designated Wild and Scenic Rivers or any rivers mcluded in the list of study rivers (Public Law 90-542, as amended). 16.0 Regulatory Approvals Section 404: Application is hereby made for a USACE Individua l 404 Permit as required for the above-described activities Section 401: We are requesting a Section 401 Water Quality Certif'ication from NCDWR, and providing this application to NCDEQ for their approvaL Neuse River Riparian Buffer Authorization: We are requesting a Neuse Riparian Buffer Authorization from NCDWR. 25 A copy of this permit request and its distribution list will be posted on the NCDOT website at: https://connect.ncdot.gov/resources/Environmental incerely, �n � /�llls James erko Division Environmental Officer cc: Joanne Steenhuis, Environmental Senior Specialist, NCDWR NCDOT Permi[ Application Standard Distribution List Attachments Attachment A: Project Phasing Map Attachment B: ENG Form 4345 Attachment C: I-5986 State Stormwater Management Plan Attachment D: I-5986 Wetland and Surface Water Impac[s Permit Drawings Attachment E: I-5986 Buffer Impact Permit Drawings Attachment F: I-5986 DMS Mitigation Acceptance Letter Attachment G: 1-5986 30% Hydraulic Design Review Meeting Minutes Attachment H: I-5986 Permit Drawings Review Meeting Minutes Attachment I: Architectural Resources MOA Attachment A: Project Phasing Map 27 / �/�� � /Ii% �: ^� �' � � r� � ��` t r� ` .. ` 7 �. ` \ �Y� > y y�� . � � i � � ` �, F�, ,����� �.���♦ '�i �� °s..i +. ,1. 1 � I� .�♦ ♦ ♦�..�.♦ • �� '�,' \s�` . �., � �i �♦ � � j /" ��a,z, ,. � ,�r � I 1 � I Phase 4 - FY 2021 I-5986B Section 4 �1 ' � } ' • � � ♦ �" ` � ) V.M`� �_�1` �` � — ^ `. t r \ E �/ f �' . . � k ". ..` '� i4..�1 `��/ s � ,,,�4y,,,�g '�i'� .' \ ePnSO j . 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', � i ,.-- ✓ - ; �-59866 Section 3 i, �`� � . .. 1 � �:1� � .�"" .. � . 1 ��. � . � �..; _ :� r :, .. : _ �\: \,. �' � /�_ . \ , _. y � _ — _ ti ��r ' � � .., .��� � y� , � � � �// .�1 ,.. �yt{ ��� ♦ � ..� � \\�:. � . " 7� ` ' � �`' � �� \ � � � � , �C.y� � � � f��. � � '�-* .0 s � � '�o,,.� a r Z>z � iI ;. � , ` , � � � � � � Phase 3 - FY 2021 r �"� . . - � s; � 1 , � ,, . � � , � % I-59866 Section 2 i -="°'` . `' . � - : ; �, ,_ z � , . : , ' � � t 8 � ♦ ♦ '3< ,.., _ ♦ " t � � ♦ �,o� � �� �� ,�.d" � i � � .o � � , ' ' � _ ', 1 ; , � ` J , � � � � , %SS � � i � *�. ` ��''' � � � ��� � � � � �� �fl \\� _ ����: , �� . �_� � � � � � �' � �. ��� . � � � �' ��; � PD,a�'f� � � ♦ ,t� . ' I�� . � � R'fs� �. � i �, i��� � �� �.t � � �� ' `� � _ \` � . . .. . / _ ff�* , . . j , :F � � .. . . +�� ,�i NiJ¢I ryC295 � . .. ;�\\y � .` . . `\ \\�' \\ _ o V'f3 �' S�o y 01 �-. � c � - J¢ ���--'"� i :ope,ko,.a � ,. 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I-5986B Section 1 � � � , �_ � . :1 . ti�95 ' `� #� •♦ .��,r��� e�,� �. . ��♦ "v � . y°- * * ♦ I �yor� � . �j �' C"-. cnOP��.,dir ♦I. r i��Fr�°r , 4�'s. /, .� . �. o .: on `�.,, ♦ _ � 'Po . D • MMs� _.. .�,--..._ '.�'� I . �p �a ; � ,, .. �. ..,., � . �. � � � ., � � .�� _ ► _ �� �' ��� � ; �r �1 � . � _ � "�1pz ,� • • . . � - ; � � �� � '� � � \,� � .� � .�: . � � " �. �'::,:;,;yr ,�� �-I ' , , � `. � - " , ��.: � Y �.�"' Y'. l ,,' � �rt �'�q J � " . % '. ! .. �� , . ` /. �. .. , � � . ' ��: t. , �• � � i � � , ., ��� � ,.� . , . ,,; �., � , �, __ � � ��i> � ��/ ... ♦. , � .. 1 � �..�\ � _ � C�► ' ' �-, � t � l�" ��_ � ''�� � '• /f � ... . .. i .� ;` 1 s ♦ j �1 � � Co� ` , ,�S 7i � �` l '%��a s a '�+� � �,� • ►�, � �� 9a ,v� �t �. �� . �� _ � -; � � __ �a � � � `. z �` �� � . / . aP` �I.,,. r' .` ` \\ . � ' �. �♦ � ��� � � '�� � / '�i..._' ��� �� �SQ� N��a2 . . . . � ::_ . � � �' �.. a� -'. � � / , .,�-•- .- `\ , t . , . . "�' � r � r � � �� ((���� : I � ���� � ��� � � \�` i � '�� �� ��;� ��� •' �� ' I� : �". �� �� � �i S �3 s s� ' . ' _- �_....Mn.�Hnhw+f --':F+wrcwaaeNiN�r�r _ �/S._•_ .. � Phase 4: I-5986B Section 4- SAW-2018-02276 - North of Hodges Chapel Road — Phase 5: I-5986A - SAW-2018-02276 - Cumberland County '_ _' Municipal Boundaries � :� NC County Boundaries N A Miles 0 0.5 1 2 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION I-95 WIDENING FROM EXIT 56 (I-95 BUSINESS/US 301) TO EXIT 81 (I-40). CUMBERLAND, HARNETT, AND JOHNSTON COUNTIES STIP PROJECT NO. I-5986 ATTACHMENT A: PROJECT PHASING MAP CUMBERLAND Attachment B: ENG Form 4345 : 11.S. ARMY CORPS OF ENGINEERS parmApproved- APPLICATION FOR DEPARTMENT OF TNE ARMY PERMIT OMB No.ONO-p003 33 CI'R 325. The proponent agency is CECW-CO-R Erptres: 30•SEPTEMBER-2015 Pu61ic reporting for this collecGorl of infortnation rs estimated to average 17 hours per response, inGuding the Ume for reviewi�g instructions, searching exisking data sources, gathenng and maintalning the tlata needed, and completlng and reviewmg Me collection af information. Send comments regardirg this burden estimate orany other aspect of the wllec6on ot infortnaGon, inciuding suggesUons for retlucin8 this hurtlen. to Department of Defense, Washington Headquarters. Executive Services antl Communications Direcmrata InformaUon Management Division antl to the Oifice of Management aml Budget, Paperwork Reductlan Project (O�t0-0003). Respo�dents sho�ld be aware that noNrithstand�rg any other provision of Iaw, nu person shail be subject to any penalty for faAing to comply with a colleci;on of infamation ii it does rrot display a currently valid OMB control number pleaSe DO NOT RETURN your form tn either of Nose addresses. Compietetl applicatlor�s must be submitted te the District EnBineer having jurisdiqtion ovar the locafion of the proposed activity. PRIVACY ACT STATEMENT Authoritiea: Rivers and Harbors qcL Section 10, 33 USC 403; Clsan Water Act Section 4�4, 33 USC 1344: Marine Protection, Researcb, and Sa�ctuaries Ad. Section 103, 33 USC 1413: Reguiatory Programs of the Corps of Engineers: Finaf Rule 33 CFR 320-332 Principal Purpose: Informetion provfded on this form wiN be �sed in evaluating the flpphcation tor s permit. Routine Uses� This informaGon may be shared with the Department of Justice and other federet, siate, and local govemment agenraes, and the Dublic and may 6e made available as part of a putNic wtice as required by Federal law Su6mission ot requested information is voluntary, however, if informatlon is oot provided the pertnit application cennot be evaluatetl rror can a permit be issued. One set oi onginal tl2wings or good reproducible copies which show the loea6on and eharacter of the propoaed aG3vity must be attachetl to this application (see sample tlraw'mgs and/or insUvctions) and 6e submitted to the Dislrict Engineer having Jurisdictton wer the loration of the proposed activity. An applitatio� thet is not completed in fuil will be reiurned. (lTEMS 1 THRU 4 TO BE FILLE� BV THE CORPS) 'I. APPLICATION NO. 2. FIELD OFFIGE CODE � 3. DA'e RECEIVED {fTEMS BELOW TO BE FILLED BY APPLlCANTJ First-James M'rddle-J Last - R67ko � First -'['ei7y� Middle -L Compaoy - North Carolii�a Department of Transportation E-mail Address -jjrerkoCmcdot.gov 6. APPLICANTS ADDRESS: Address l OQ0 Tran�portation Drive City- Fayetteville State- NC 7. APPLICANT'S PHONE NOs. w/AREA a, Residence Company- Michael BakerIntemational ent is rwt requirE �ast - Burhans E-ma'ri Address -terry.burhans(n:mbakerintLcom aadress- 8000 Regency Parkway, Suite 600 Zfp-28302 Country-liS.� Gry-Can State-NC Zip-275i8 Counuy-pSA 70. AGENTS b, Businass c. Fax � a. Residence 910-3fi3-OS34 STA7EMENT OF AUiHORIZATION 11. I hereby ; supplementat b. Busirrers c. F� 919-487-5775 my a9eM in the processing of this appllca6on and to tumish. upon requesG 2019-01-31 DATE tOCAT10N, AND pESCRIPTION OF PROJECT OR ACTIVITY 72. PROJECT NRME OR TITIE (see inSWctions) �- ST1P I-5986 - Widen 1-95 to aight lanes from I-45 Susiness Route (Exit 56) to I-40 (Exit 81) 13. NAME OF WATERBODY, If KNpWN (if applicable) 74, PROJ£CT STREET ADDRESS (if applicaple) Baker Swp, Black Rvr, Stony Rn, Mingo Swp, Hanaah Cr, Dnving qddress Cumberland, Haznett, & Johnston County ��..15. I.pCATiON OF PROJEGT LaFiWde: �N 353328R4 LongiWde: =W 77.541154 �'�'' �tover, Dunn, Benson State- NC �ip- 16. qTHER LOCATION DESCRIPTIONS. IF KNOWN (see frisVuc6ons) State T2�c Parcei iD Munidpality Section - Townshtp - Range - ENG FORM 43A5, DEC 2014 PREVIOUS EOITIONS ARE OBSOLETE. DATE APPUCATION COMPLETE Page i ot 3 DIRECTIONS TO THE SITE ise see attached Project Phasing Map (Attachmen[ A) for general location. 18. Nature of Activity (Descnption of project, include all features) The North Carolina Departmen[ of Transportation (NCDOT) proposes fo widen existing Interstate 95 [o an eight-lane median divided faciliry on existing loca[ion from Business Route 95 (Exit 56) in Cumbedand County north to Interstate 40 (Exit 81) in Johnston County. The project is approximately 26 miles in length. 79. Projecf Purpose (Describe the reason or purpose of the projed, see instruciions) The portion of I-95 included in the I-5986 project is an important part of the local, regional, state, and nationa] transportation system. �, A[ a loca] level, I-95 functions as a major arterial that provides access [o work and school, parks and other recreational facilities, shopping � venues, medical faciliGes, and other destinations. The I-5986 project ensures that I-95 would remain a vital parC of the transportation system. The proposed project will widen I-95 to eight lanes, increasing capacity and achieving a LOS D or better along the corridor. The project wi0 also improve interchanges to mee[ current AASHTO standards. USE BLOCKS 20-231F DREDGED ANDIOR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Roadway fill, pipe/culvert and bridge construction. 21. Type(s) of Matenal Being Discharged and the Amount of Each Type in Cubic Yards: Type Type Type Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards TBD 22. Surtace Area in Acres of Wetlands or Olher Waters Filled (see instructions) Acres 16.579 Acres of Wetlands or �inear Feet 5,699 linear feet of Streams 23. Description of Avoidance, Minimization, and CompensaUon (see instructions) Minimization includes the examination of appropriate and practicable steps to reduce adverse impacts to streams and weUands. General steps that should be implemented during the final design stage to minimize impacts by the proposed project include: Minimizing "in- stream" activities; Stricdy enforcing the sedimentation and erosion control recommended in NCDOT's BMPs for the protection of streams and wetlands; Decreasing the footprint of the proposed project through the reduction of right-of-way widths and steepening of fill slopes where possible. ENG FORM 6345, DEC 2014 Page 2 of 3 24. Is Any Po�tion of the Work Already Cumplete? ❑y� �o IF YES, DESCRIBE THE COMPLETED WORK 25. Addresses of Adjaning Property Owners, Lessees, Etc., 4Vhose Property Adjoins the Waterbody ,A mo�e a,� ca� be e„,e,ee „e,c. arease as�ath a s„Poieme�,rai :,sp, a. Address- Sec .�pplication City - State - �p _ b. Address- �nY - State - �ip - c. Address- ��Y - State - �p - d. Address- CitY - State - 7�P - e. Address- C�h' - State - Zip - 26. List of Other Certlficates or ApprovalslDenials received from other Federa�, State, or Local Agencies for WoMc Described in This Application. AGENCY TYPE APPROVAL` IOEN71FiCATION pATE APPLIED OATE APPROVED DATE DEf31ED NUMBER See .4pplication ` Wouid indude but is not restricted to zoning, building, and Hood piain pertnits 27. AppGCaGon is hereby rtu3de f r ermit or permits to authorize the wurk descti6ed i� this application. I ceRify that this tn ation i^ this appiiqtion is corr�plete a accurete. I furthe r(ify tfiat I possess �he aufhorily te underiake the w�r1c descri d herein or a the duly thorized agent o! the apD���aM. / 2o�9-ni.�� SIGNA7�'J OF APP CANT GN URE AGENT DATE The pplication / wst be signed by the person who desires to undertake e propos ' y{applicant) or it y be signed by a duly aut rized agent if the statement in block 11 has been fiiled oui and sig ed. 1 B U.S.C. Section 1 d01 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowing(y and wilifully talsiffes, conceais, or cavers up any trick, scheme, or disguises a matertai fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to wntain any false, frctitious or fraudulent statements or entry, shail be fined noi more than $10,400 or imprysoned not more than five years or both. ENG FORhJ 4345, DEC 20i4 Page 3 of 3 Attachment C: I-5986 State Stormwater Management Plan 29 1[€gh��ily North Carolina Department of Transportation /��� "^j� siax�xk.�v�tPr.; i G .,,...,,,,, Highway Stormwater Program �=p STORMWATER MANAGEMENT PLAN — (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 47532.1.3 TIP No.: I-5986B Count ies): Harnett Johnston Page 1 of 7 General Project Information WBS Element: 47532.1.3 TIP Number: I-5986B Pro'ect Type: Roadwa Widenin Date: 5/31/2018 NCDOT Contact: Paul Atkinson, PE Contractor / Desi ner: Joshua G. Dalton, PE Address: 1590 Mail Service Center Address: Sungate Design Group, P.A. Raleigh, NC 27699-1590 905 Jones Franklin Road Ralei h, NC 27606 Phone: 919-707-6707 Phone: 919-710-8333 Email: atkinson ncdot. ov Email: 'dalton sun atedesi n.com Ci /Town: Dunn Count ies : Harnett Johnston River Basin s: Cape Fear CAMA County? No No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 3.28 Section 1 Surroundin Land Use: Residential and Agricultural Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. TBD ac. TBD ac. Typical Cross Section Description: Concrete median barrier. 4 paved lanes in each direction with 12' paved shoulders. Grassed median with 2 paved lanes in each direction. Outside grass roadway diches with 6:1 sides. Cut and fill slopes have a maximum 3:1 slope. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 75700 Year: 2040 Existing: 58,900 Year: 2020 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to widen I-95 from south of SR 1181 (Bud Hawkins Road - Eixt 70) to I-40 (Exit 81). Grassed swales (Description of Minimization of Water were used for treatment when BMP design standards could be met. These grassed swales were used to reduce flow velocity and promote sedimentation, infiltration and runoff Quality Impacts) attenuation. Since the entire I-5986B project will be permitted as one project, this SMP will be updated to include all sections as the project design progresses. ' rmation Surface Water Bod 1: Min o Swamp NCDWR Stream Index No.: 18-68-12-2 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: Swamp Waters Sw Other Stream Classification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Attachment D: I-5986 Wetland and Surface Water Impacts Permit Drawings (also included for each Section Impact Summary Form are DATA ENTRY PAGES showing Site Impact Totals to 0.001 acres) 30 V � � � � .. � V � 0 � � � � • � � V � � O V � . � 0 � � + N 3 E L a � T m _ om N�- �. �61' —�� �-C SITE 12 SITE 11 SITE 9 p -L- YVI Jfd. CIY+/V./L Zg�Z y�y -Y12- POT Sfa. 36+74.7 ��p Z6�OJ BEGIN BRIDGE /� -Yl]- POT STA. 35+ 5� 7J � y y BEGIN BRIDG SI C� - POT ST 0+3 -L- POT Sta. 794+09.60 � BEGIN CONSTRUCTION o ff � W O d SITE 2 ° b � ' _ y�2 _� � T Fq EVILLE' w�o � SITEEo7�FE� END B ' GE � SIT� � -Y12- T STA.3 +]8± I Y22- P T Sta.77+50.00 SITE 6 BEGIN ONSTRUCTION ITE 3 _y�z_ roc sm.si+zo. SITE 5 END CONSTRUCTION SITE 4 -sRs- ror s�a. io+oa.00 BEGIN CONSTRUC�ION BEGIN TIP PRO ECT I-5986B -sae- ror sra. -L- POT Sta. 772+75.00 END CONSTRU SITE 19 SITE 13 SITE 20 SITE 14 'OT 5 a. 4+ 5.00 -Y�3- POC $ta. ONS RU I N gEGIN CONSTR L- POT Sta. 946+00.0( END CONSTRUCTION � S.� s.w, ,�E� SITE 17 3 �oEo =14 15 ✓/ p � _ 12 lE -Y24- PC 5 10+0 . 0 (� BEGIN CONS CTIO D BRIDGE \ POT SITE 10 NOTES: 1. THIS IS A COIYTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. 2. CLEARING O1Y THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD __ PERMIT DRAWING }}}���I\\YI �I(I SHEET 1 OF 70�°�° I-5986B ����� �� ��V ���� ���� II A��� 9TATE PROJ.N0. P.A.PROI.NO. ��� 9����� �� ������P��� 47532.1.3 �� �1�� CUMBERLAI�D, HARI�ETT, A1�D JOHI�ST01� CO U1�TIES LOCATI0IK: I-95 FROM SR 1811 (BUD HAWKI11lS ROAD) (EXIT 70) TO I-40 (EXIT 81). WIDE11t TO EIGHT LAIIIES. TYPE OF WORK GRADIIVG, PAVIIVG, DRAIIVAGE, SIG11tALS, CULVERTS, A111D STRUCTURES WETLAND AND SURFACE WATER IMPACTS PERMIT SECTION 1 END SECTION � CONSTRUCTION ITE 18 SITE 16 SITE 15 SITE 11B s� E9CRIP]'ION PE 0 � ���°,1 �P� �Z 1 �Z �� Z� 2O �V BENSON �QN LIMIT T� � SM�THajF�O -L- POT Sta.XXX+X.XX 3. THIS PROJECT IS WITHIN DU1VN AND BENSOIV MUNICIPAL BOUNDARIES. 4. DESIGN EXCEPTION REQUIRED FOR HORIZONTAL ALIGIVMENT AIYD HORIZONTAL STOPPING SIGHT DISTANCE ON SR 18I1 (BUD HAWKINS ROAD) AND SR I785 (ELM ST. EXT.). (SEE PLAN SHEETS 7, 12 FH ]3) INC�NgI�]L]E°Il°E ]�]LAN9 DO NOT USE FOR RAW ACUUISITION DOCUMENT NOT CONSIUERED FINAL UNLESS ALL SIGNATURES COMPLETED P�epo�ed in the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Michael Baker Engineering, Inc. 8000 Regency Parkway, Suite 600 ADT 2020 = 58,900 ' '� Cary, NC 27518 Professional Corporation License Number: $0 2$ 0 $0 100 �Orap ADT 2040 = 75,700 LENGTH ROADWAY TIP PROJECT I 5986B = 11.865 MILES I N T E R N A T I O N A L F-,oaa �� o� ��,� K= ] % FOR DIVISION OF HIGHWAYS a�' �oo PLANS D= 55 % 2018 STANDARD SPEClFICATlONS p� o � LENGTH STRUCTURE TIP PROJECT I-5986B = 0.020 MILES SUSAN C. LANCASTER, P.E. srcNazuRe: � 50 25 0 5o too T= 24 %* � � PROJECT ENG7NEEA � p V= 70 MPH RIGHT OF WAY DATE: ROADWAY DESIGX TOTAL LENGTH TIP PROJECT I-5986B = 11.885 MILES ENGINEER �� �� PROFILE (HORIZONTAL) *(17% TTST + 7% DUALS) MAY 1, 2019 CURTIS TILLMAN, P.E. �p Qo� FUNC CLASS = PROJECT DESIGN ENG7NEER �� p����� 10 5 0 10 20 INTERSTATE LETTIIVG DATE: STEVE D. KENDALL, P.E. PROFILE (VERTICAL) STATEWIDE TIER JULY 21, 2020 NCDOT CONTACT P.E. SIGNATURE: See Sheet 1A For Index of Sheets See Sheet 1B For Conventlonol Symbols DETAIL 1 SPECIAL LATERAL 'V' DITCH �Na�o 5<ale) Na�ural � \ °� Fill Gro��d 3,-� p F�o °� Slope Min. D= ].0 F. FROM STA. 793+85 TO STA. 799+00 -L- LT FROM STA.857+00 TO STA. 872+50 -L- RT FROM STA. 891+00 TO STA. 899+10 -L- RT FROM STA. 899+15 TO STA.911+00 -L- RT FROM STA. 26+00 TO STA. 33+50 -SR9- LT FROM STA. 58+80 TO STA.74+00 -SR9- LT DETAIL 7 MEDIAN V DITCH �Hor�o s�aie� Service -L- �I-95� Rood PFOHIder sl�o�lder 3'/ � o� Po�n� FOye��' ^F�o s' FROM STA. 809+00 TO STA. 810+00 -L- LT FROM 800+00 TO STA. 804+71 -L- LT FROM STA.843+90 TO STA. 848+50 -L- LT DETAIL 12 $PECIAL LATERAL BASE DITCH �Na�to 5<al<� Notural Gro��d 3.� A�, Ne� Slope d p F\o B Min. D= 2.5 Ff. Max. d= 7.5 Ft. Type of Liner= PSRM B= 4.0 Ff. FROM $TA.10+15 TO STA.12+35 -Y12RP8- LT DETAIL 17 INLETNUTLET CHANNEL STABILIZATION 1No��o s�oiel urol G�oun G�o�nd n9'n 2eo�enile ��va�iable� xarea-i STA. 14+15 -Y13RPB- LT STA. 849+65 -L- RT m U m N � N e a � N DETAIL 23 SPECIAL CUT BASE DITCH (No��o 5<ale) Natuml � F.om Gro��d ,7.� p 3'� � � oi�<I+ I eI P° 0 slopa � Min. D= P.5 Ft. B= 3.0 Ft. FROM STA. 36+95 TO STA. 44+30 -SR7- L7 DETAIL 30 SPECIAL LATERAL BASE DITCH � No� �o Scale� NoN�al � o< Fill Ground J;� p f� he� Slope � Min. D= 2.0 Ff. B= 2A H. FROM $TA.782+50 TO $TA. 793+85 -L- LT FROM STA. 879+00 TO STA. 884+00 -L- LT FROM STA. 898+20 TO STA. 905+00 -L- LT FROM STA. 14+40 TO STA. 26+00 -SR9- LT DETAIL 36 SPECIAL LATERP.L 'V' DITCH �Noflo Scole) cu.al � 1 °� Fill �o��a a;I F�o"°` sione D Min. D=1.0 Ff. FROM STA. 10+00 TO STA. 15+00 -Y24- LT FROM STA.943+50 TO STA. 946+00 -L- RT FROM STA. 36+00 TO STA.38+50 -SR9- LT DETAIL 42 $PECIAL L4TERAL BASE DITCH ( Not ro Smle� Natural Gro�nd 3;� 3'� � ( Slope d � F`� e Geore.nla B Min. D=1.5 Ft. Mox.d=1.5 H. Type o{�iner= Class 6 Rip-Rap g- 4.0 Ft. �FROM STA.24+20 TO STA.24+50 -0RS-�RT DETAIL 2 MEDIAN V DITCH �Nof�o Scole) Seni�e F �� -L- (I-95) ood � �� pFo'Ider SAo�lder ^ � oi ro�m °�uye bF�o e� FROM STA. 836+15 TO STA. 837+00 -L- LT DETAIL 8 SPECIAL LATERAL 'V' DITCH �No��o 5<ale) NaNral � \ �� fill Ground 3.� p F� He� Slove Min. D= 1.0 F. FROM STA. 16+70 TO STA. 19+07 -SR6- LT FROM STA.38+00 TO STA. 41+15 -Y13- RT FROM STA.38+50 TO STA.41+15 -Y13- LT FROMS STA. 15+71 TO STA. 17+83 -Y13- RT FROM STA. 10+00 TO STA.11+50 -DRS- LT FROM STA. 33+50 TO STA.37+27 -DRS- LT FROM STA. 31+00 TO STA. 37+27 -DRS- RT FROM STA. 24+50 TO STA.30+50 -DRS- LT FROM STA.79+50 TO STA.21+77 -DRS- LT FROM STA. 20+00 TO STA.21+70 -DR� RT FROM $TA. 19+00 TO $TA. 19+50 -DRS- LT DETAIL 13 STANDARD BASE CHANNEL ( ry � m scoiel Noturol No�uml Ground 7,�� ry�\ Ground d � e Min. D= 2.0 F. Max.d= 2.0 Ff. �wl�e� a u< 6.0' B= 3.0 Ft. Type of Liner= PSRM STA.12+35 -Y12RP6- LT DETAIL 18 PIPE OUTLET CHANNEL STA8ILIZATION �Ho��o S�oie� Elewtloned �,oi c �en�ia c,o��e ne�F- 2 ��Varioble�d Fa �i� x��xoa - x��a-i„ STA.16+20 -Y24- RT STA. 44+30 -SR7- LT DETAIL 24 RIP RAP AT EMBANKMENT � N ��0 5<ale� No��ml � 5 c,o��d GEOTEIRILE TVPe af Liner= Class'I' Rip-Rap STA. 801+53 -L- RT STA. 38+95 -SR7- LT STA. 18+89 -Y22- RT STA.19+30 -DRS- RT DETAIL 31 BANK 8 SCOUR HOLE STA8ILIZATION �N ��0 5 ole� uraleed Elwa�ion G�u�al NONmI aund Gro��d i.s• �� Fiana, orr� E.i q o�. nole Leng�M1= b Norod CFannelBed �Variable� � a wa.- c - Kewe-i� STA. 816+17 -L- RT S7A. 898+79 -L- LT STA. 16+55 -Y24- RT DETAIL 37 SPECIAL CUT BASE DITCH �No��o Scole) NroVrol � From G nd 3.� p y.\ �e� oncM1 I e I P° siope � Min.D=3.5 Ff. B=5A FI. FROM STA.16+60 TO STA.24+00 -Y24- RT DETAIL 43 INLET /OUTLET CHANNEL BANK STABIUZATION ( No�ta Swle� a�� `*,=n� �,'° � �°, d ,o��d ��. Length=40 Ft. cnAH„n�'eo d=3.0 Ft. Esf. = 76 Tons of Class 'I' Rip-Rop Ea. STA. 20+10 -Y13- LT . � DETAIL 3 SPECIAL LATERAL 'V' DITCH (No��o Scale� No�ural � \ °� Fill G.ound J.� p F�o s� Slove Min. D = 1.5 Ft. FROM STA.10+70 TO STA.11+14 -SRb- LT FROM STA.12+00 TO STA.16+30 -SR6- LT FROM STA.22+00 TO STA. 29+00 -Y12- LT FROM STA. 23+00 TO STA. 28+20 -Y12- RT FROM STA. 11+50 TO STA.13+50 -SR7- RT FROM STA. 14+10 TO STA.21+67 -SR7- LT FROM STA 28+15 TO STA. 31+65 -SR7- LT FROM STA. 34+45 TO STA. 35+15 -SR7- LT FROM STA. 10+86 -DR9- LT TO STA. 14+00 -SRB- RT FROM STA. 10+00 TO STA. 11+50 -SRS- LT FROM STA. 14+63 TO STA. 18+00 -SRS- RT FROM STA.47+84 TO STA. 51+20 -Y12- RT FROM STA.47+25 TO STA.51+20 -Y12- LT FROM STA.19+05 TO STA.20+65 -Y13- RT FROM STA. 20+00 -Y13RPA- RT TO STA. 25+90 -Y13- LT FROM STA.20+25 TO STA. 22+00 -Y13- LT FROM STA.23+25 TO STA. 24+00 -Y13- LT FROM STA.10+35 TO STA.15+00 -Y23- LT FROM STA.17+00 TO STA.19+00 -DRS- LT DETAIL 14 RIP RP.P AT EMBANKMENT � ry � �o sco�el NaNml Graund' 1.0 Sho�lder GEOTEXTILE Type ofLiner= Closs 'B' Rip-Rap STA. 821+59 -L- LT STA. 836+10 -L- LT DETAIL 19 INLET /OUTLET CHANNEL BANK STABILIZATION (Notlo Smle) �°� w �� I��� ---�°o�� � a s Length=20 F. � jva�omejEo d=3.0 Ff. Est.= 20 Tons of Class'I' Rip-Rap Ea. STA. 10+85 -SR9- LT STA. 14+35 -SR9- LT STA. 47+21 -Y12- LT DETAIL 26 SPECIAL LATERAL 'V' DITCH (No�to 5<ale� Fill u I p'� �� Slope Ground 3') D F� �e` d Gea�enile Min. D= 1.5 F. Type of Liner= Class 'B' Rip-0.ap Max. d= 1.0 Ff. FROM STA. 835+75 TO STA.836+15 -L- RT FROM STA. 14+24 TO STA. 17+84 -Y13RPC- RT DETAIL 32 SPECIAL LP.TERAL BASE DITCH (Nofto Scale� NoNrol � o� Fill Gro�nd 3�� p E\o,�a Slope � Min. D=1.5 F. B=3.0 Ff. FROM STA.11+00 TO $TA.12+50 -SR9- LT DETAIL 38 SPECIAL CUT BASE DITCH ( No� �o Scole� N ou.al Fron� Gr nd 3.� p �.� �e< o��cA I e I P° siove � Min. D=2.5 Ft. B=2.0 Ff. FROM STA.24+00 TO STA. 33+00 -Y24- RT DETAIL 44 INLET /OUTLET CHANNEL BANK STABILIZATION (Not�a Swle� .o�� 4 nNe �� �,G d ,o�� Length=40 F. cH'NkH�1eo d=3.0 Fr. Esf.= 95 Tons of Class 'I' Rip-Rop Ea. STA. 20+60 -Y13- RT DETAIL 4 STANDARD 'V' DITCH (Nw�o Scde) Nafural � NaNral Ground 3,� ,,.� Ground D Min. D = 1.5 Ft. S7A. 795+90 -L- LT STA. 10+86 -DR9- RT & LT STA. 10+00 -SRS- LT FROM STA.13+50 TO STA.16+61 -SR7- RT STA. 24+75 -Y12- RT DETAIL 9 SPECIAL LATERAL BASE DITCH � No� m s�aie� NONroI � o� Fill Ground 3.� p AF��e< Slope � Min. D= 2.5 F. B= 4.0 F. FROM STA.801+53 TO STA.805+50 -L- RT DETAIL 15 STANDARD BASE CHANNEL (No�ro S�ole� Gru.ai �,ai ound �?�� �y�� Gnund d � Only place rip rap B Min. �=3.0 Ft. channel where inidca�ed on plans. Mox.d=3.0 F. B=4.0 F. Type of Liner= Class 'I' Rip-Rap STA. 793+85 -L- RT STA. 875+60 -L- RT STA. 875+60 -L- LT DETAIL 20 PIPE OUTLET CHANNEL STABILIZATION (Ho��o S�oie� Elewr�anetl ��i c �a ��ia c•o��a n9�M1= IO Cl�onable�d oe �r o�.,-f a�r x�i.xov - xarod-i� STA. 46+45 -Y12- RT STA. 14+10 -SR9- RT STA. 23+16 -Y13- RT DETAIL 27 SPECIAL LATERAL BASE DITCH (No��o Scale� G�au�d 3.� p AF;�e� Slope � Min. D= 1.5 H. B= 2.0 Ft. FROM STA. 15+57 TO STA. U+70 -Y12LPD- RT FROM STA. 44+23 TO STA. 44+90 -Y12- LT DETAIL 33 LATERAL BASE CHANNEL �No��o Scole) �Na�ural G.ound 3�� p 3�� �SF�. Fill Slope � e � Min. D=3.0 F. I•�'� B=4.0 Ft. 6=5.0 F. FROM STA. 16+53 TO STA. 20+00 -Y13- LT DETAIL 39 STANDARD 'V' DITCH ( Not lo Scale) ur I NONr I Ground 3.� 3.\ Ground D d Min. D= 1.5 F. Type of Liner= PSRM Mox. d= 1.5 Ft. FROM STA. 10+07 TO STA. 10+15 -Y12RP6- LT DETAIL 45 SPEQAL LATERAL 'V' DITCH �Not�o Scole) 1'� �e� Fill No�uml Fjo'�a F�� Slope G.o�nd he� � p p�m r(rom and ba<k zlopez wnh Closs B Rip Rap crem<.ri, M'in. D= 1.5 Ft. FROM STA.12+60 TO STA.14+70 -DRS- LT FROM STA.14+95 TO STA.17+00 -DRS- LT PERMIT DRAWING SHEET 2 F 7 DETAIL 5 DETAIL 6 SPECIAL LATERAL BASE DITCH SPECIAL L4TERAL 'V' DITCH � No� �o scale) � Hm+o 5mle) Nafural � a� Fill Ground 3- p�' Slope NoNrolGround � \�� Fill ./ D F\ He� p�. or SeMce xoad 3;� p F� �s� Slope � Min. D= ].5 Ft. B= SA F. Min. D = 1.5 F. FROM STA. 834+50 TO STA. 835+75 -L- RT FROM STA. 810+00 TO STA. 815+50 -L- LT FROM STA. 816+00 TO STA. 816+17 -L- LT FROM STA. 819+50 TO STA. 820+20 -L- LT FROM STA.836+15 TO STA. 839+00 -L- RT FROM STA.855+50 TO STA. 857+00 -L- LT FROM STA.862+90 TO STA. 867+00 -L- LT FROM STA.874+00 TO STA. 876+00 -L- RT FROM STA.885+50 TO STA. 886+50 -L- LT DETAIL 10 FROM STA.885+00 TO STA. 886+00 -L- RT STANDARD BASE DITCH FROM STA.905+00 TO STA. 907+00 -L- LT �Na�„ s�aie� FROM STA. 907+00 TO STA. 911+00 -L- LT FROM STA.928+50 TO STA. 946+00 -L- LT Hm�ral Ha�ural FROM STA.939+40 TO STA. 941+00 -L- RT �.���a 3� D ,�,� �,e,,,,d FROM STA. 39+50 TO STA.44+23 -Y12- LT FROM STA. 15+10 TO STA.17+00 -Y72RPB- RT FROM STA. 12+35 TO STA. 16+50 -Y12RPB- LT Min. D= 2.5 F. � FROM STA. 826+00 TO STA. 829+50 -L- RT e= a.o F�. FROM STA.16+00 TO STA.16+90 -Y12LPD- LT STA. 794+10 -L- RT FROM STA.11+11 TO STA.15+57 -V12LPD- RT FROM STA.21+50 -V73RPA- LT TO STA. 29+85 -Y13- LT S7A. SO1+25 -L- RT FROM STA. 15+60 TO STA. 16+50 -Y13RPB- RT STA. 836+15 -L- LT FROM STA. 12+91 TO STA. 14+49 -Y13RPB- LT FROM STA.18+70 to 20+70 -Y12LP8- RT FROM STA. 14+56 TO STA.15+17 -Y13RPB- LT FROM STA. 10+65 TO STA. 12+50 -SR9- RT FROM STA. 14+80 TO STA. 25+00 -SR9- RT FROM STA.28+50 TO STA.31+50 -SR9- RT FROM STA. 33+50 TO STA.36+00 -SR9- LT DETAIL 16 FROM STA. 39+40 TO STA.49+00 -SR9- LT FROM STA. 50+00 TO STA. 58+75 -SR9- LT STANDARD BASE CHANNEL FROM STA. 10+00 TO STA. 16+50 -Y24- RT �Hwio s�ola� FROM STA. 33+00 TO STA. 39+00 -Y24- RT �.oi u.ai FROM STA. 41+00 TO STA. 49+50 -Y24- LT Ground 3.� .j�� G�ound d � Only place rip rap B Min. D=4.0 Ft. ' cl�onnelwhere inidcated on plans. Max.d=4.0 F. B=6.0 Ff. Type of liner= Class'I' Rip-Rap FROM STA. 855+55 TO STA. 857+25 -L- RT FROM STA.858+90 TO STA. 859+50 -L- LT DETAIL 21 INLET/OUTLEf CHANNEL BANK STABILIZATION � No110 Scale) Inlef L=60 Pt.c ro � �``� a rou^d Outlet L=30 d=3.0 F. ��iie�9n.�eo Est.= 114 Tons of Class 'I' Rip-Rap (INLET) Est.= 57 Tons (OUTLET) STA. 22+20 -DRS- LT STA. 22+30 -DRS- RT DETAIL 22 SPECIAL CUT DITCH �No��o Smla� FDro<� �ti � � °�a� sova c,o��d ?.� D 3F\o Min. D= 7.5 Ft. FROM STA. 37+65 TO STA. 38+95 -SR7- LT FROM STA. 44+65 TO STA. 48+90 -SRJ- LT DETAIL 28 SPECIAL LATERAL 'V' DITCH (No��o Scale� FIII �� � 3.� °� siona c o��d 3:) p P° ei d GeoteMile Min. D= 1.5 Ft. TYPe of Liner= Clau '6' ki�RaP Max. d= 1.5 F. FROM STA.29+00 TO STA. 30+00 -Y12- LT FROM STA.11+50 TO STA. 14+10 -SR7- LT DETAIL 34 SPECIAL LATERAL 'V' DITCH (N rw Smle) Sarvica Raod � � °� Fill Fo'1 o p �� 1\e� SIoPe � e� Min. D=2.5 F. FROM STA. 911+00 TO STA.914+50 -L- LT FROM STA.915+50 TO STA. 921+00 -L- LT DETAIL 40 PIPE Ol1TLET CHANNEL STABILIZATION � No� ro Scale) Na�ural BM Elwa��o� NoNwl Gro��d Gro�nd t.o' Geo�eMile cna��aieaa - Iva,�aeie� eoi u�eo r� STA.14+60 �-SR8- LT DETAIL 46 SPECIAL LATERAL BASE DITCH � No� �a scole) Nafural 5�1 °� Fill Ground 3;� p �\ ne� Slope � Min. D= 3A Ft. B= 4A F. FROM STA.20+40 TO STA. 20+73 -Y22- RT DETAIL 29 SPECIAL L4TERAL BASE DITCH (No��o Scole� c�o��d ,;.� p F\ �e� siope � Min. D= 2.5 Ft. B= 4.0 H. FROM STA.10+50 TO STA.11+50 -SR7- LT DETAIL 35 STANDARD BASE DITCH �N rto Scole� NONrcI No�uml Ground 3,� D ,�.� Ground Min. D=2.0 F. � 8=2.0 F. STA. 939+40 -L- RT � DETAIL 41 PIPE OUTLET CHANNEL STABILIZATION (Na��o Scole) NaiuralBed Elewfion urol Nm�ral G.o��d Gro�nd 1.5' Geo�ex�ile cna��eieea - rvo„ae�e� evea_i� STA. 24+23 -DRS- RT PROJECT REFERENCE NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 02 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � 6 , � � l0' BST SHLDR � � � � 3 � � � � � s a +� m E BEGIN CONST RUCT lON —SR6 — POT STAe l0 f70e00 DENOTES EXCAVATION IN WETLAND F F DENOTES FILL IN WETLAND � � 0 + � � SITE 2 EXCAVATION � ��` '� ` �- _ '— _ _ � ------- WOOD�__-------�— -� ,� �� � �< � �� r� � �� � �� < -- �=�� l 95 SBL 24' BST � ,�' E WETLAND WD —L — � �-----__ PERMIT DRAWING SHEET 5 OF 70 PROJECT REFERENCE NO. SHEET NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � dNc�a���.� � ��.�Ns DO NOT USE FOR 8 W ACpUISITION � 12.5' 6.25' O 12.5' 25' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MichaelBakerEngineering,Inc. Sl1NGATEDESIGNGROIIP,PA. SCALE: 1"=25, \ � s°°��az"a'"" � N��,�� � PUE �� �UE ' � � ' �� � � �� � � � RADE T DRAI N � � � � , � , � i � __-- � � �� � � - 1. , , �- , , � o '� \, • ���� \�',\\___` � __ � � ��,, —'--- _� -SR6 - � � ' - -� - _ _ _ _ GRAV E� � � MON r — — � �_� < F � � ��—������������� �������� �i n�� �i ii n� � 6 � � � � � � � � � // ♦ // � �v�' �� -��r, ��� �� � �� oo�� o � � 3 � � � � s a � E SITE 3 ------- --�—� � GRADE TO DRAIN � -- - - S - -� � J JS � � O o � � O � STREAM SC 48" W _ , \\ � �S W, TEMP IMPACTS IN SURFACE WATER w 0 J� PROJECT REFERENCE NO. SHEET NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N������' �' �d.�N� DO NOT USE FOR 8 W ACpUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED aelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. Pl�O=�11141 ... aeye��yw�r �i� m„o.Es��.a�xa�.o oo�o�'` _� < ' og g � a � � � � � � �--------�—�--- \ � �A� � � � SITE 1 � STREAM SI IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER PERMIT DRAWING SOO fOO -L - SOl fOO -L - SHEET 6 OF 70 � m N � � � a � � m a � � E a � s o�s NN+' �Q � O�N �.'.m O 5 70 PROJ. REFERENCE NO. SHEET NO. PERMIT DRAWI � �-59868 x—� z 160 �50 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 S� T F T� 110 120 130 140 150 �60 M M N N O O � �� -- 0.025 0.025 �� 0.025 0.025 I 150 ��__---- 4.� /� ------- _�— ------- ��� 5.90:1 �-�--- -----.� ��------ ------- _ 140 , 144.00 148•18 \ �40 797 + 00.00 � - � 130 Ip �i 730 0 SITE 2 Z z g -- - g I , , - - - ,bo 3 3 i I ,bo I WETLAND WD M M i5o - FILL IN WETLAND o.o2s o.025 �� 0.025 --- o.ozs �50 Q.� _/ ----- _—_ �� 5.96:7 ------�— -- �:1-- ----- � 140 143.84 148.33 _------ ------ \ 140 � 796 + 50.00 \ - � / 130 Ip . �I . _ _ 130 g g � ' i � � � � � ,bo 3 3 ,bo WETLAND WD � � i5o � FILL IN WETLAND o.025 o.o2s �� 0.025 --- OA25 �50 Q:i � ----- -- -- � s.bs:� ------�----�:�---- ----� ��� — — — — — — — — — — — — — — 143.70 148.69 � 140 � I I � 796 + 06.01 - - \- J 140 130 Ip �I 130 SITE 2 g � g , W � ibo 3 I 3 ibo I I WETLAND WD � � 150 �� � FILL IN WETLAND � 0.025 0.025 �� 0.025 --- 0.025 150 ------L—_ 4:1 ��� ----- __ -- �_ 5.67:1 --�.'i---- --- �� 140 143.68 148.64 _------ -------� 140 796 + 00.00 \ - J 130 130 i i I I I 160 160 � � M M . . . . . . . . . . O O , . , . , , . 0.025 0.025 � ^ 0.025 0.025 150 _____ ____ 150 -----------3-y--- A_1 ---� --- — �� 5.63:1 � — — — — — — 143.52 148.43 � \_��40 140 795 + 50.00 I I I I I 130 _ �, � , _, , � � . � � 130 —L— 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PERMIT DRAWING SHEET 9 OF 70 PERMIT DRAWING SHEET 10 OF 70 � � � � � � � � � � > � � m � � 3 E Sl2 fOO -L - S1.3 fOO -L - PERMIT DRAWING SHEET 11 OF 70 / I V U " " ' �� � � � � ���� � � � ����� � � ��� 4� R�T �Hi nR � � PROJECT REFERENCE NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL � — UNLESS ALL SIGNATURES COMPLETED O I I - MichaelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. � � s�°°so�z"a""" � N � N��i��x'F'-,a� l 95 /V BL 24' BST �� ro I I -� l0' BST SHLDR �' �� r �� lJ I I � ��. _ �'� ir � � �� 48' WIII�III�/ SB � �-�,_ ���� � -�� � �� �-��� � X X � u. � TE 4 � � � � � F F DENOTES FILL IN WETLAND * '� � � DENOTES MECHANIZED � � �� � � � CLEARING � � F � � �� . Q�i�i� � .� �������� � � �,o�� �P� $ 12.5' 6.25' 0 12.5' 25' SCALE: 1"= 25' 8/5 �00 -L - 8/6 f00 -L - PERMIT DRAWING SHEET 12 OF 70 PROJECT REFERENCE NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER FINAL PLETED � � � � � >" 0 � � s a +� m E 00000� � m N � � � � a �. � 0 a ., � E a � s o�s NN+' �Q � O�N �.'.m O 5 70 PROJ. REFERENCE NO. SHEET NO. PERMIT DRAWI � �-59868 x-2o 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 SH 7 F T� 110 120 130 140 150 UO � � IZ VO � � � � I� — -- , - —� — g �SITE 4 ibo N N 3 WETLAND WE 760 0.025 o.o2s �� 0.025 o.oz5 -� �— FILL IN WETLAND — MECHANIZED i5o ---------- ��---a'� ---� ---- �— �`\ a.ai:� —� �—CLEARING iso 149.62 �---J-- ----------- 152.84 140 813 + 50.00 � � I I I I ,40 , �o 160 150 140 � i�o 160 150 140 \� 149.93 �— — r i � iZ »o � � � W �3 WET�AND WE �bo �— FILL IN WETLAND MECHANIZED 4.g6 � ~ r CLEARING 150 �--�-- ----------- I I I I I I I I I I I I I I I 140 � � � � �-- —� � SITE 4 - »o VVE ibo FILL IN WETLAND MECHANIZED � CLEARING 150 I � I � I � I 140 UO 170 I 160 � � 160 v v — � 0.025 0.025 � � 0.025 0.025 ��-- 4:1 � ----- _ -- � 4.g 150 ----- �7-- —__--� �� 6'j 150 750.08 � � _ � I I 152.48 ---- ---------� � O� 2+ OO.00 � � � 140 _ � , - , I �_ 140 —L— 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 o.oz5 o.ozs � �� o.o2s o.o2s I �' PROJECT REFERENCE NO. SHEET NO. Q \ PERMI DRAWING �-59868 8 � � DENOTES IMP CTS IN RNJ SHEET NO. SURFACE WAT SHEE 17 OF 70 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �DENOTES TEMP RARY IMPACTS IN SU FACE WATER � � o N —� � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED JESSE CLIFTON Michael�BakerEngineering,lnc. SUNGATEDESIGNGROl1P,PA. -SR7- PT Sto. 24+80.99 ALPHIN, JR. N���["e�eno � � BRUCE MCKOY "T�� � e?5 C-0B90 M AND WIFE, BRUCE MCKOY 5O� 25' O 5O' lOO' � CL 'B' RIP RAP AT GERTRUDE MCKOY AND WIFE. � EMBANKMENT O M DOROTHY S. STEWART E57. �5 iONS GERTRUDE MCKOY d- � EST. 30 SY GF � � SCALE: 1�� _ � OO� SEE DETAII 14 ETA PROPERTIES, LLC TIE TO EXIST. JEAN DICKEY KENLAN � DITCH REVOCABLE TRUST STD.4'BASE CHANNEL ERNEST J. ALPHIN � iSeKo 54 LF. @ t.�/ isFo AND WIFE, Q��� �� C3 � � � EST. 58 SY DDE TERESA M. ALPHIN � I � � SEE DETAIL 10 � ISBKD _ � � � I � � ^ �� � � I CONC I Q CONC � I � � cROP�nNo �� SP�LAT.'V' DITCH I 1 I 1 . SEE DETAIL 3 I TIE TO EXIST. �.' � / �.` I � p'} I SWALE PUE PUE PUE �� P E P�F �1 DUE PUE P�E pUE aPUE � PUE PUE PUE PUE P P -� � SPEC. LAT.'V' DITCH � � SEE DETAIL 3 C C � R m GTD _-- C -f� — _ — _ �� � e 18„ W � � ► o � RE OVE a HW �� SPEC. LAi.'V' — — � `O¢��� � > W ^ (3 15" 15' � � SEE DETAIL 3 — Q� o ui r Centur Link 12 Pair C er EiP E3 , ' C3 EiP _ _ _ _ _r_ _ - -r- - � - -r- - - -*- - � W- - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - W �yJ —,-- - - - - - - - - - - - - - - - - - ---- -- — w - - - _ - - - - - - - - - - - - - - - - - _- - - - - - - - - - - _ - - - - - - - - - - - W = e ou REMOVE 2 FS < W = y REMOVE 1B hla6 Lid SR I839 fGLEN El+GLE RD N X X X X X X X X X �X X X �X X X X X X�rX y" X X—�X�7dXw�er�e9[ X X X X X X X X X X X X X I I 48" W�W/ISBW �A� SEE DETAIL 2 48' WW W/ISBW 0 � p � 1£'bIRLP-III O � __ __ _____ LL _ TRENCHLE55 INSTALLATION — — -- — --_— O ---- — — 0 /0'B57 SHlDR 54" WELDED STEEL O + SEE 19 OF 70 ` � -- - - + � 1-95 SBL 24' BST � � � � � � � � 3 � � � � � :�1 N---- ----- ' -- -- --- O�p 00 — -- — — — REMOVE C DI ZG�-A -- REMOVE CONC � O N,�� —,.— ,—.T �� �� H O---- —1-95NBL 24'BS7 —_--_— — --- —I — --- --- Q -- _—_-- I --------- ---- ---- ----- O I _ SITE 7B 3 p TRENCHLESS INSTALLA ON ------------- � J ___ ___ _ __ _ _-- — — — — � --- 54"WELDED STEEL I I----- ---- a� esr snma — ----- -- ----- — -- � � �B `"�`� �� x A x x x x x x x x O ~ -- -YI2RPD- - �3 �{��3 {;�3�3 Cs3 �3 �3 �3 = < -- -- _ � y� ` `.. \ 'i F �����---_ V CJ ~ -Y/2RPD- ST Sfa. l3 9.57 �3 � � � — � c� — • , — � 's Ri F �s is � � �C� 4 WW W/ISBW C � � STREAM SB � - _ ;" �n, , sP �._ t: - �� ��� — P� SPEC. . T 6 -ELIMINATE ROADWAY DITCH 15 � ' W '' RI P 1tA r � �3 � - �is �3 -Y/2f�PD- . oerni� ze oFFICE / i � T� ��� -'" �CN � RAP IS MTL I 60' CH � CROPLAND -Y/2RPD- TS Sta. 18+30.94 i � I2RP0- CS Sto. /2+73.57 � esr. ss ror,s e�oc � k � k sHEo �S �� � � SEEADETAIL SH EST. 62 SY GF � � -L- POT Sto.837+39.G5 - 6/.00� RT= � � � -- JS \ \ EMBED INTO CHANNEL � 0 is �� -Y12- PCC Sto. 52+74.86 Ex�s���� R�w � � l�� � �/ -Yl2RPD- TS Sto. 10+00.00 � �5��:� �S _� �— JOHNNY �YVILLIAM JERNIGA�J + —""" �JS �) � � /� X \A� EIP —_ _ _ ��P ` GRAVEL Y\ND WIFE, � � ��5���? �3 {� -Y12- PRC Sto. 50+64.3/ `' X � = �� �� \ \ON�E B. JERNICAN ��� C ^ SPEC. LAT.'V' DITCH 4g^ WWX �1�'�/ �� —� — ` — \ // � Q � � sF -Y/2- PCC Sto. 57+45.07 WEEKS FARMS, INC. W SEE DETAII 3 C. X/ �i YI / �C ^ - - - - - _ _ �5' / + � � `� u� -Y12- PC Sto. 47+98.60 0 � -��' � — � Sr �- - - - -� T \�pf _ � �/ �i� WKrvs Rp�i Pu��ae2 _ - �3.� ' ,r\ \ ` � \ \ / � C � � � i� ie39 t6UD ���ountyw �� �� 7� � � � � � � -I- N �i- X � _ �,,��' �X ��� � 5R ��I+ar �,� � � � °Pp Re� � � °' ARNO D J CHANCE � �\ � �s,'�-a��, .... Ww,Y � � i � w 2 o�r. °P \ / I A D IFE. �.-� R�p Mr� � x�_x= x —��i� `� � e ry ��n `; k. `'� P I I� I I b JOYC G. CHANCE I I � �\\-� ca �n ��— "� ury � ' w�" a�w� �a�t � � � �� O` --- � �� d I I IW� isFo I �� � � ^ —������o � - -' p "R a- ' � -Y/2- POC STASl+2 .� � J X x I I ARNOLD J. CHANCE � � � � I � � d —�—� w_�-_ � END CONSTRUCTIOyJ" � � � � �ovcE�cwcNnNCE ��1��r� �� `�i� � d _-- c I �� -a V) EwsTwc a�� � X�P JOHNNY W. JERNIdAN � �w -/- � 1 -Y12- PCC Sta. 58 88.8/ Mr� • a• cH� x I- AND WIFE. I � � -x �x PUE � � �� � �a" ��--'� � � co�c CONNIE B. JERNIGQN �� �I � � �� ' O C w0 coNc MONA ARNOLD J.CHANCE � \ � <\ Q O. PU SPEC. LA7.'V' DITCH o, I I II I AND WIFE. � � �� See oeinu 3 _ � MANANE�MENT, isFo � � � � I�� ? N �� � is e�K e� c � o JOYCE 0. CHANCE iseKo � �� / �� � I � CONC I MTL � - � �y \ E %� --__ �LP I �I � � � � POLE � ' �PP \ I B R�p Q — coN�ei: 0 x—>I� r�� �� I I � C> � 1 / II � � � N1R �oFFicei G> � � as�viRe � � � � �z � j I / � � � � � NOTE: DRIVEWAY RADII = 10' esr �, � ��� � � � � x I� � � � �� I � � � � �� � �Q UNLESS SHOWN OTHERWISE � � + �R I I \ \ I I . I � JynNNY W. JERNIGAN � � � \ PAUL D.WILLIAMS w/M�TR I I I L__� I I EiP i � � AND WIFE. \� \ FOR -L- PROFILE SEE SHEET 72 � AND WIFE. -- iseK� E�P � � �CONNIE e. JERNIGAN � � o FOR -Y12- PROFILE $EE $HEET 78 TAMMY WILLIAMS I I I I I' � � /_ � \ �� � FOR -Y72RPD- PROFILE SEE SHEET 79 �� � FOR -SR7- PROFILE SEE SHEET 87 PROJECT REFERENCE NO. SHEET NO. PERMI DRAWING �-59868 8 � DENOTES IMP CTS IN RNJ SHEET NO. SURFACE WAT SHEE 18 OF 70 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �DENOTES TEMP RARY IMPACTS IN SU FACE WATER � � o N � � rn � � m e a .' N E — � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED JESSE CLIFTON Michael�BakerEngineering,lnc. SUNGATEDESIGNGROl1P,PA. -SR7- PT Sto. 24+80.99 ALPHIN, JR. N���["e�eno � � BRUCE MCKOY "T�� � e?5 C-0B90 M AND WIFE, BRUCE MCKOY 5O� 25' O 5O' lOO' � CL 'B' RIP RAP AT GERTRUDE MCKOY AND WIFE. � EMBANKMENT O M DOROTHY S. STEWART E57. �5 iONS GERTRUDE MCKOY d- � EST. 30 SY GF � � SCALE: 1�� _ � OO� SEE DETAII 14 ETA PROPERTIES, LLC TIE TO EXIST. JEAN DICKEY KENLAN DITCH REVOCABLE TRUST STD.4'BASE CHANNEL ERNEST J. ALPHIN � iSeKo 54 LF. @ t.�/ isFo AND WIFE, �+� �� � � C) � � I � �� SV DDE TERESA M. ALPHIN �' . I � SEE DETAIL 10 {� C) � ` �\// �,�+-� : .. � . SEE DETFIL 3 -;1 I I�.�.� C C �� � � �� //�� �.. CONC �� I � >CROPLAND -- � ISBKD ��SP� DI'fGH C I / -�� �^ I // � � II v� I j I � '� I I c"y D V✓U \L � I'::' Q� �TO EXIST. WALE �/ PUE PUE -�,� II�� F�� � PUE PUE E PUE �PUE PUE PUE PUE P.�� P P E � — PU �^ � SPEC. LAT.'V' DITCH SEE DETAIL 3 � C � �,�_ — _ � 5� � —� �� R m �r — — — � -%� �� � ' � � R OVE �� e 18" -._ . � l� � . ��� o : HW a SPEC. T.'V' — ..— � ' � F � � � W ^ 15" 15' SEE DE IL 3 � C., Q� 0 r ... - 12 P9J. el- .._,-FJ -� "�- EIP .. ._ _ - - - - - — - - - - -7-= :. — _ _ _ _ H IJ,J -_.,�- , � w -__ - - - - �.,�� - _.- ..,-- -�- _ - - - - - - - _ - — _ _ _ _ — - - - �y - - - - - - � — — - — W tUr l�ci _ _ r . � - - - - -. . - - - - - - - w -;q - _ ��.- w- - _ - - _ _ ., ._ � � �,�. „� .� W - ----- e - o� ._,. _ -,- .. - -..---- � _—�- --- -- - - _. --- � -- = REMOVE 2 f5 < __- - -- - ' '-� _ y = REMOVE 16 vu5� U��Ti3�- "�.' —__ SR'7839-f6!€N El�LE -_ -__- -- tn - � - - - - > .- ..__- - - - . - - -'-� -- . ����s___ -- - _- X X X--x -- -�t-�--. 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CHANCE � � o ---_� � � � —� x�P � JOHNNY W. JERNIdAN� �\ - l2- PCC Sta. 58+88.8/ � tn s�� X - � � � � �� � � Mr� • a�cH� x I- � nNo wiFE. I � � � � � � � � , �� pUE � � _, , � � ca^' --'� � co�c CO IW€�B. JERNIGQN � ' �� \ -x \ IS BLK BL G � W �-� ,_ \ �.����� O C �EEC. LA71L 3 DITCH �� ml I W�� -� MANA�NT, \ I'e' I AR L J?I��ANCE � . ... I \ l'-.. \\ ., ``^ 1 � � a � � � �A �� MC. I� I I o� �sFo JOYCE C. CHANCE iseKo I ��� ��/ �� � I� I /� N coNc � � � �`� � � r ---__ ,,.0 N r qI - r 1 I I � � GP �� Rc MTL a / r � BK L`�)I �I C W I� I�I �\c' � I �L � /� �❑ i �� I P�\ \\�. �...� � f J V O � esr �"�R �oFFice� G> � � � � �� 98X �RE � � � m � z �� � j � � / � � � NOTE: DRIVEWAY RADII 10' r I > -- ����---� I V � II r ����\\ I I II rf �\ /1 � � i Y I„� \ \ � 60 UNLESS SHOWN OTHERWISE LSER I NN JE G N V � PAUL+D.WILLIAMS w M R � . I I � L__� \� I I I. _ '�> I �� �/+N �F� � \` FOR -L- PROFILE SEE SHEET 72 ~/�� AND WIFE. � I iseK � II i _' E�P � I � �CONNIE B. JERNIGAN \��� �\\��� � FOR -Y12- PROFILE $EE $HEET 78 \ MY=ILLIAMS/___ L I � �— �� �; _ — _ � a+,� I I I , � — — — — _ � � �\ � \�\ � FOR -Y72RPD- PROFILE SEE SHEET 79 � � � FOR -SR7- PROFILE SEE SHEET 87 � 6 � � � � � � � � m � � 3 E 834 f00 -L - �� � � � � � DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER � _�� � �o o� � STREAM SB �r�-�- ---� _--- __-- `� 1 � � 835 +00 -L - -L - I REMOVE � � � �� D � PERMIT DRAWING SHEET 19 OF 70 1GI-A I �, �� ' � PROJECT REFERENCE NO. SHEET NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N�����.� � ��.�N� DO NOT USE FOR 8 W ACpUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED aelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. 1!l�1�'�11).!J ....._ aege� r P�n �i► �„o.Es ��.a�. a�.o � J � m Q � 3 � J -Y12RPD- NN SITE 7B �o o� � �. � 12.5' 6.25' 0 12.5' 25' SCALE: 1" =25' JB w/M I I �,� ��` — - � oo � — < o � o O �� o � � �� �oo� � — — — — — — — — — — 0 0 � — — � � � � / � \ O / ' � � ��� �—� � i �i �' ' � � A� � � � � __--�� -___-- -� ,_ � c� � � , �� ��� � - - - � � __------ � � �� � � � ,------------ , IMPACTS IN ' � SURFACE WATER ,�—' I S I� ------�� B � C - � _, , \� � EXISTING R/W �� � _ � \ �, � JOHNf �� �S� R�R� GRAVE� ___ � � ,_----__ �. � � — _ ��-_ C � yi2- � � ��, \\���� � o � �'�� o � \ \�� ,� --�� �- I � � � � a N � E W H W _ N � � 0 0 0 + N � � 8 N � d J � � H 2 H � �DENOTES IMPACTS IN PERMIT D�V�ING � SURFACE WATER S�T ZO OF� 70 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � SEE 22 OF 70 � �EYF�IGIGGY. IGGiI�Ai� � � � � � � � � � � � � I I REVOCABLE TRl15T CL 'B' RIP RAP SITE gg EST.S TONS ISTREAM SD EST.14 SY GF I TIE TO EXIS . / DITCH CL I RIP RAP AT I � EMBANKMENT I e5i.2t 70N5 WEEKS FARMS. INC. 6PEC. CUT.'V' DITCH EST. 29 SY GF - SEE DETAIL 22 SEE DETAIL 24 P�IE PU PUE PUE P�E P4E �\ 14�'. -. IO'B57 SHLOR �5�� RCP-III � J =SBL 2q-85T— —� — — l-9� NBL 24' BST l BS7 SHLOR _ ��� -- --_i —, —t � � �� / AG� / G� / W.BLAKE WARREN AND WIFE, RONALD B. WARREN / CLEO G. WARREN AND WIFE, � ALLISON WARREN GOD IN � LORETTA L.WARREN / o�p AND HUSBAND. F WILLIS RAY GODWIN G m \CL 'I' RIP RAP PROJECT REFERENCE NO. SHEET NO. 1-59868 9 14W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED aelBa�kerEngineering,Inc. SUNGATEDESIGNGROl1P,PA. Nc`il"e�enc � 50' 25' 0 50' 100' SCALE: 1"=100' INLET CHANNEL STABILIZATION SEE DETAIL 18 � —SR7— P�T StO. 9+25.�� \ A END CONSTRUC ON SPEC. CUT 3' BASE DRCH G ELIMINATE SEE DETAIL 23 � � x � \ \ � ROADWCH � CROPLAN� \\�\ \ \ \ � \\ � PUE PUE PUE DUE C PUE PUE PUE \ �\\ �2 \�y\ __ O� I/ SPEC. CUT.'V' DITCH �" � � m� — — — � F � SEE DETAIL 22 � A 1 �\ ` " , �— P �L `. W a� � BILLBOARD �� I P E E E � —�Centu�y Link, 12�air. Copp � y g HW � � REMOVE � � — _ — — — — — — —w— — — — IS—CP cR i83� i,nFN can. F a� �qg�T < X X X X X�� X X X X X X��X �X X k X �, i RFM(]VF — �Ai 48" WW W/ISBW � � � �REMOVE �! �5" RCP- �r � _ REMOVE APPROX. � 6' EXST. RCP -- � SEE DETAIL 7 —� _ REMOVE — _����E -^"�� ���. �. —Z _--_ I REMOVE APPRO%. � 6' EXST. RCP REMOVE —� F I_ _ I_ _ F _ REMOVE_—� �"75 --ri� --7i-,�JS���- i� --- iS = "� --REMOVE � � I � SITE 8 �o � ' STRE SD I I ! � � � � � � � � � � I � 'RE'EKS�AF2AIS�InR.: � SEE 23 OF 70 I � � I ! � � � � TRENCHLE55 INSTALLATION 48" WELDED STEEL � � � ���- �� INSTALLATION I STEEL — � _ _ ___ {� X X X X A X�X X X X 48, WW: — — — — — F F ��n li-�\ . ._ .—._�_�.. woaos SITE 8A \ CL 'I' RIP RAP \ OUTLET CHANNEL STABILIZATION s � =EE DETAIL D � � � � � \ \ � \ \ \ � \ � QSIGN ACCESS EASEMENT I � PB 2003 PG 89 aaGzao3sacE�� p BLLBOAR� I �"�'�' 1\ � I EE 24 OF 70 WOODS RONALD BLAKE WARREN Exislwc aiw � P H W — _ N X X I 0 0 0 0 + lP) — � � 8 N -- � 0 -- � J � X X O F — F = U C � NOTE: DRIVEWAY RADII = 10' UNLE55 SHOWN OTHERWISE FOR —L— PROFILE SEE SHEET 73 FOR —SR7— PROFILE SEE SHEET 88 & 89 � � � e a � 3 E PROJECT REFERENCE NO. SHEET NO. PERMIT D ING �-59868 9 � DENOTES IMPACTS IN � � � SHEET NO. SURFACE WATER S� �yiL ■ �� O �O ROADWAY DESIGN HYDRAULICS / ENGINEER ENGINEER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER / 0 °� �� v // DOCUMENT NOT CONSIDERED FINAL q AG� UNLESS ALL SIGNATURES COMPLETED / G� Michael�BakerEngineering,Inc. SUNGATEDESIGNGROl1P,PA. � W. BLAKE WARREN Rx. x.� Nc�'Ci"e° � � �`o`c$�as AND WIFE, RONALD B. WARREN E5O� 02$' Oe F SO� IOO� CLEO G. WARREN AND WIFE, � � ALLISON WARREN GOD IN .o LORETTA L.WARREN SEE 22 OF 70 � / � AND HUSBAND. GF SCALE: 1��=�00� I RE��IA�� T�`A,~ — — — — — — — — — — — WILLIS RAY GODWIN G m CL 'B' RIP RAP CL 'I' RIP RAP EST.S TONS INLET CHANNEL STABILIZATION I STREAM SD SITE 8B EST.14 SY GF SEE DETAIL 18 � -SR7- POT SfO. 9 fZJr.00 I ne ro exis . \ A END CONSTRUC ON DITCH / G ELIMINATE CL I RIP RAP AT �. SPEC CUT 3' BASE DRCH ` t�` \ � ROADWAY �- SEE DETAIL 23 � � x � � � DITCH � � EMBANKMENT � � � esr.2i roNs -�� � � WEEKS FARMS.INC. I cRoa�allo __� �- -� � � ���� � � � ,, I � V �� PEC. 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EST.760 CY DDE \ EST. 360 TONS w0oo5 � . / .. ti,__ �`-�'� I SEE DETAIL 16 � � / e:. \ �•. \ � � ��-' II RAMONA 0'QUINN WAI�REN ERNEST JARVIS�ALPHIN �E$) SE CLIFTON ALRk� IN. JR. \ �/� �/ 1 �� �R���"�p�����^ ALTON WTHER WARR N, JR. JESSE CLIFTON�ALPHIN, JR. / / I ��� . i C A FAMILY X / PR � ERTIES, LLCI SEE ��"`D �WA� ALTON LUTHER WARREN,JR. AND JANE FRANCES ARREN � / � � X AND JANE FRANCES WARREN � �� \ �y � � � � ERNE�• JARVIS ALPHIN ) � j JESSE CI,IFTON ALPHIN, JR. �❑ � I ,i, SHE �� �� � I � � �_ CEA FAMILY � � f � � � ,., � � I '\ � � PROPERTIES, LLC � � \ ��— \� � —� � �__: � �, I � � �__ R-L- PROFILE SEE SHEET 73 \ \ FOR -DRS- PROFILE SEE SHEET 94 �' PROJECT REFERENCE NO. SHEET NO. 6 � PERMIT DRAWING i-59�68„E� No. 856 f00 —L 857 f00 —L SHEET 27 OF 70 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N������' �' �d.�N� 4 / /� �` � /` / / / D � - � - DO NOT USE FOR 8 W ACpUISITION CONC U� �,~;� a z� � � r� � ���CD��� �� � �� z� � , � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED - MichaelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. � ssoa Rese��, P�, � N � N�z�e � /��/ � 12.5'6.25' 0 nu � 12.5' cc 25' oB9 II� l �� l V U L �� U� l / /�� ' SCALE: 1"= 25' � SITE 9 / / �� � , � ,+ � l0 BST SHLDR __� �, q � _T � � � � � �.�� � � MT� � � .� � � , � �`� , � —� ' '�� °- - '— � � - =� � _�—�-���= x x i i �� x s�— STREAM SC � � � ! — � __WOODS __--__ � � � � � , o� _ , —000 __ , __ , o -- — � _ o � _ _, _ � — � � °°����� � 1 �J—�— — o o�0 0 � � 1 ( , , ) ( , , ) ( � ri - o O oOo �o o � o �. ������ �����. �-� O�O� � Oo a OO oO� Og �Oo °�Q � ao O�g ��g o0 � o O o g 0 O 0 �00 � O � o O O � � �o �g� a Qo o � Q �0 g�o� 0 0 g 0 g o0 o a 0 000�' o 0 0�� o / a o � o �� � F> 0� O� OO� o � g�o Qo 0 0� oa � � o og o�ao �og o �o O�� o �o 0 ooF�o � oo�� o O� o � � 0� O� o� 0 00 0� �o ��o � � � � �� ----- -- � �� � PDE P E PDE TEMP IMPACTS IMPACTS IN IN SURFACE WATER SURFACE WATER � � � � 3 � > � � a DENOTES IMPACTS IN � SURFACE WATER E a � DENOTES TEMPORARY �' IMPACTS IN SURFACE WATER � � / � � - - _ l� ] � � o� � I � T 1.0' � o � � �o,� , �� � ,- �� _ _ � � _ � -- ___ _ _ E E � _ ��������- � 220 � �v � ... � ....... ....... ....... ....... ....... ....... 210 -. ... ......... ......... ......... ......... ......... ......... ,.. ,.... _._ �_ ........ ......... ......... ......... ......... 200 ; : : : : i- I-;::: - �::::::: . � I_.......::::�= i ....... ......... ......... ......... .. ........ ......... .................... ......... ...,_.,�.,.., 1....��......� ...... ....... ....... ....... ....... ;.... ......i i ........ ......... ......... ......... ........ 190 i:::: ::::::L- � ::::::: ::::::::: ::::::::: ::::::::: ::::::::: _..... ......,_ _..... �.._,.. 180 _ ......... ......... .... i - i: : : Pl = 844+00.00 ;:..: :....., , r..... ......._ EL = l6/.09' PROPOSED ------- ---- . : . . . . . . . . . . . ._: . . . . VC - 2/0' GRADE 170 K = 3oi DS >= 70 mph 160 ____ 150 EXIST. GROUND 140 842 843 220 _: 210 _ 200 = 190 = � 180 � 170 � � � ■ PIPE HYDRAULIC DATA P � 48"WSP Sta.849f65 -L- DRAlNAGE AREA = 42 AC DESIGN FREQUENCY = 50 YRS DESI�N DISCHARGE = 95 CFS DESIGN HW ELEVATION = 158.6 FT l00 YEAR DISCHARGE _ l00 CFS l00 YEAR HW ELEVATION = 1588 FT OVERTOPPING FREQUENCY= 500 + YRS OVERTOPPING DISCHARGE _ l40 CFS OVERTOPPING ELEVATION = 160.5 FT • 1 � -7� ►1 � � � � .......................C..� ■■■■■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■i �������������������������n �������������������������n ■■■■■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■� .........................., __r+�e:3a�o:�------- -----�-------- — — — — — — — — — — — — — — — — — — — — — — ---------�+)_I,1750% -------- -------------(-10.3%l5%----------- PISTA=843+90 -L- LT ELEV =157J1 � 844 � ......................................................................................................� ��� ........................................................................................................� I��:::::::::::� " ...:::::::::::::::"..:C::::::::::� "...::::� "...:::::::::::::::"..:v:C:::::::::::::�� 845 - CULVERT HYDRAUUC DATA - DESI�N DISCNARGE = 480 CF5 o� - DESlGN FREQUENCY = 50 : -- � `� DESIGN HW ELEVATION = 161.9 — ; � _- `° BASE DISCHARGE = 520 — BASE FREOUENCY = l00 - BASE HW ELEVATION = 162.4 - ---- . OVERTOPPING DlSCHARGE = 495 .- � S - OVERTOPPIN6 FREQUENCY= �100 YRS = OVERTOPP/NG ELEVATION = 162.1 FT — _ ____ � , � --. V - m - V � 0 X I 160 � � --- a 150 m N a i � 140 E a 855 856 857 858 859 860 861 862 863 864 865 866 867 868 846 PROPOSED GRADE 847 848 849 850 � � Pl = 86/+20.00 EL = 167.66' VC = 2/0' K = 2667 DS >= 70 mph 851 : Pl = 864+00.00 EL = 168.95' VC = 2/0' K = 2333 � OS >= 70 mph 852 853 PROJECT REFERENCE NO. SHEET NO. 1-59868 57 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC�A�I�1LE ]E I�LANS �� DO NOT USE FOR ! W ACQUISITION '-_ __ DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED � Michael Baker Engineering, Inc. SI1NGAiE �ESIG GROUP, P.A. � � P� N �a��, P� � ���o 190 :�....�� .............. .............. .............. � -�EI�7 � ._ 170 ' 160 T i 150 � � , _, � I 140 FOR -L- ALIGNMENT, SEE SHEET 9 854 855 _ 220 0 � 210 200 190 � � � 180 I � W � <`n 0D i �+)p.q607% (+J0.3707% 17� � W � ; — — — — — — — — — — — — — — — — — - �----ffi10:38f'C�--(+�4f��--------- -.-------- -- ---- ''r' f+10.5610% ---- - -------- -----l-1/.2/33% _ -------------- -------------------------------- - - - - - - - - - - -- --- ------------- .--_160 -- 1+10.9360% --------- ------------------- ti _ _ - _ _ _ _ _ _ _ _ J N � r�Nj EXIST. - - - - - - - - - - - - - - - � � -r ---- ._----- ----- i � • _ _ _ __ _-- i�o OUFID i� i' n � � �� . . . � , , � J II � _.i . . � J . - �...... PROPOSED 1C�9'n8' RCBC, , , , , ,. , , , , . , ,. , , ,I I � � � � J ._ i . . �5O � W - ,.. BURIED 1' O J 'I� W -� , + W m W � � � � P/STA=857+00 -L- RT - cv ro , `�' ELEV=l54.00 ' _ � ° I � II ti �4� ¢ ___ Q � � � „ � ' � � I , � . .- . . . .-_ . . . .—.—. .—.-_ . . . , , .. , , , . , ,. , � , �, , . , �, �, �, , . ,. , , . . �, , . , ,. � � . .. ��-:— . ��. �. ��. . �. �. �. �. . �. �. �.- , . ��. . � �. . �: �. �. . �: �. .. ._ . . FOR -L- ALIGNMENT, SEE SHEET 10 j3O PERMIT DRAWING SHEET 31 OF 70 PERMIT DRAWING SHEET 32 OF 70 � 6 � � � � � � � ', � � a � 3 E PERMIT DRAWING SHEET 33 OF 70 � � - I � �� REMOVE �, �� � i � ����� X X �-�--------- � - � - � o� TB J� ,� PROJECT REFERENCE NO. SHEET NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED aelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. Pl�1�=�IqlJ ..� ae�ga�yPaw �i► �,o.E,.�.a�.a�.o 2G1 -Yl3RPC - � w/MH � X X — %< ;� � C � ---------o -----------� ------------------ - U ---,, ,,---------- BURY INV���T 1.0' o ` , IMPACTS IN \�O � i SURFACE WATER i - — _ >� ,� H � —� � � - � �� , , . — � - —� � � � � � � '- -- -r \ i � i ��i— � � � � \ � R � l/ � i TEMP IMPACTS IN �� ' � � � � SURFACE WATER � � � ` i �/ i g `�� o W � �� � \�� �� �� �� / � O O � � � i / �� o 0 0 0���0< � C oi o 0 6er i / i / � � o 0 � / � i � . , , ,PUE -- , PUE , , , , , , , , � , , , � � SITE 10 � \ � STREAM SE i Q/ �� .� --- �_ EX�S T G � o �O��o�O�O�C �����o��c �o�'oo � TEMP IMPACTS IN � O SURFACE WATER _-----� — � � — — — — — — � � � � ` — — — � ` ,� = � �� � � /� DENOTES IMPACTS IN RETAI N� !�1!i�r�J SURFACE WATER r//%�����i�� DENOTES TEMPORARY IMPACTS IN SURFACE WATER PUE POIV D �,0�� �P� 8 12.5' 6.25' 0 12.5' 25' SCALE: 1"= 25' � 6 � � F F DENOTES FILL IN W ETLAN D � DENOTES EXCAVATION IN WETLAND � * � � DENOTES MECHANIZED � � � CLEARING � � � � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE � PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING i-59868 O' I \ / RNJ SHEET NO. ^ SHEET 35 X- ROADWAY DESIGN HYDRAULICS V � � / � ENGINEER ENGINEER I _ P E -----_-__ P�E ___-_ � � _ - � , � 35 W X ��E� �� g M� ��� ��� DOCUMENT NOT CONSIDERED FINAL � � O^� O UNLESS ALL SIGNATURES COMPLETED �� EXCAVATION � � _-- Michael�BakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. so@e��r P�,w � N�� e F, � ,� �; �� r-- F F� F I -DR5- I - � F � � �E �E �E � � �E = � _ _ �E �E �E � �� � I � � � SITE 12 � IMPACTS IN \ J / I � SURFACE WATER `� I / � � � � I EXCAVATI/�I �� EXCAVATION �/ \ J/ I � � � �� � I �� � �/i TEMP IMPACTS IN �/ � � � SURFACE WATER � \ � � � � � � _� , , � _- EXCAVATIO I � � r 6 U RY � � TEMP IMPACTS I N � 1 - INVERTS 1.0� � � / SURFACE WATER � � � / � TB " � WETLAND WF � C S ITE 11 � �g T � � � � STREAM SF / � T � \ \ - O� � , _ � � � � � � � STREAM SF � � � � Tg , , _ ► BC � � . 0' X R >` � � `� __e � � _ -- � � � � P�E � � � � � � � , I � � � SITE 106 \ � � � � � i �� � � a TEMP IMPACTS IN I � � / �"o,, � SURFACE WATER I � '� � � � �NP E � (� � � � a IMPACTS IN TEMP IMPACTS IN � i2.s� 6.2 i2.s� 2s� � SURFACE WATER SU ACE WATER � I � I � � STREAM SE / � \ ' SCALE:1"-25' �- � � PROJECT REFERENCE NO. SHEET NO. o' � P E RM I T D RAW I N G ROADWAY D�GNB HYDRAULI 94 H ET�� F ENGINEER ENGINEER I I INC�NgI�]LE E IDLANS - CULVERT HYDRAULIC DATA m NOT U56 ROR .W ��a�S�,oN � � - DES/GN D/SCHARGE = 380 CFS DESIGN FREQUENCY = 25 YRS - - - � � - DES/GN HW ELEVATION = 166.3 FT BASE DISCHARGE = 440 CFS BASE FREQUENCY = l00 YRS DOCUMENT NOT CONSIDERED FINAL BASE HW ELEVAT/ON = 166.8 FT UNLESS ALL SIGNATURES COMPLETED BEG�N GRADE 'MichaelBakerEngineering,lna Sl1NGATE�E51G ceoua,a.n. OVERTOPP/NG D/SCHARGE = 4/5 CFS �I �� �,yeN�e�=vP� � N �-OR5 - Sta. 10+00.00 OVERTOPP/NG FREOUENCY= �100 YRS ! � � � E a � ^ * � � � ^ � ��z=e^5e' F'a��^ EL. 167.59' OVERTOPP/NG ELEVATION = 166.6 FT / Pl = 18+00.00 _ Pl = 20+50.00 I EL = l7/.02' EL = 167.20' �v �8� / VK = 94� VC = l20' rn - �80 I I I I �OS > 40 mph i K=_l02 I I �° DS 40 mph 170 _ (+10.4288Y.�� r-��,5280% _ 170 --�---i- - - ------ ` - " � POSED x6 RCBC - _.�. � -_ � - � _� '- � _- _� -' � - � '� '� _- -_ -" � _ _ '_ '- _- -- -' � /� _/ -� _� �- �-� �i�i � -- ------------------ - - - r-� o�000z " - _ - - --' f J0.6/67% - -�- • ------- ----------------------- ----------------- ----- ------------------------- - - - - - - - - - - - -- � (-J 0.2927% �+) 4,4000% - (+) 0.57/4% (-J 0.3636% �-J 0.5882% 160 160 P/ STA=/2+60 -DR5- LT P/ STA=14+95 -DRS- LT P/ STA=17+00 -DRS- LT _��� ELEV=l63.60 ELEV=l65.20 ELEV=l64.60 P/ STA=2/+70 -DRS- RT P/ STA=19+00 -DR5- LT ELEV=l64.00 15� � Pl STA=Il+50 -DR5- LT Pl STA=14+70 -ORS- LT ELEV=l64.20 P/ STA=2/+77 -DRS- LT 150 ELEV=l65.50 ELEV=l64.80 Pl STA=19+50 -OR5- LT ELEV=I65.00 P/ STA=10+00 -DRS- LT ELEV=l66.40 ELEV=l65.80 Pl STA=20+00 -OR5- RT 14� i ELEV=I65.00 - i 14� FOR -DR5- ALIGNMENT, SEE SHEET 11 10 11 12 13 14 15 16 17 18 19 20 21 22 23 _ 1��-.�� �� -. . . . � � � � � � � PIPE HYDRAULIC DAT A � I N 36" RCP Sfo. 24+20 -DRS- � ORA/NA�E AREA = l5.1 AC �O DESIGN FREQUENCY = l0 YRS � � DES/GN D/SCHAR�E = 43 CFS �__ DES/GN HW ELEVATION = 164.8 FT ----- �O ro I l00 YEAR D/SCHARGE = 55 CFS � l00 YEAR HW ELEVAT/ON =/65.49 FT - OVERTOPPIN� FREQUENCY= +/- l0 YRS r Pl = 30+g0.00 OVERTOPP/N� DISCHARGE = 4� CFS EL = 177.50' Pl = 35f40.00 OVERTOPPING ELEVATION = 164J FT VC = 230' r P/ = 33+4 00 0 K= 44 EL = l7/.20' EL =/73.90' DS - 40 mph VC = 250' VC = l50' 18� � EL = 65.20'�� L � L K= 65 `DS =440 mph DS = 40 mph 180 VC = 300' i K= l00 fi 5��^ �12•�00% ��� - _ _ _ ' � �e-�� - � ��)1.3500� �-1/7000: P/ STA=24+50 -DRS- LT DS = 40 mph ��� ��-!-"" (-J 1.65pp% --( 170 17� ELEV=l62.00 ��� �/ PISTA=3/+00 -OR5- RT � - �-�Q•6��7% ��a�- ____ / - . �-= ___-- _-----__-__ __ __-- 9 � J 0.4509% 1 � � )+26566% ___---'" �+) 3•535��� ELEV=l74.50 � �•---- ��_ --- -- - 36„RCP --- -_�--�J_L�396�1_- ` P/STA=30+50 -DRS- LT 16� -- (+10.4667% l+J 0.3333% ELEV=l73.80 �+)1.6250% Pl STA=27+70 -DR5- LT P/PE HYDRAULIC DATA 160 � ELEV=l63.90 P/ STA=33+00 -OR5- RT /8" RCP Sto. 37+27 -OR5- -o ELEV=l7/.20 DRAINAGE AREA = 2J AC - ~ P/STA=26+50 -DRS- LT a DESI�N FREOUENCY = l0 YRS 15� ELEV=l63.50 P/ STA=33+50 -DRS- LT DES/GN D/SCHARGE = 9 cFs 150 � Pl STA=25+00 -DRS- LT ELEV=l69.80 DES/GN HW ELEVATION = 169.6 FT a ELEV =162.80 /00 YEAR DISCHARGE _ l0 CFS - l00 YEAR HW ELEVATION = 169.92 FT 3 14� P/STA=24+p0 -DRS- LT OVERTOPPING FREQUENCY= 500+ YRS 140 E ELEV=l6/.50 - a � � I OVERTOPPING DISCHARGE = 26 CFS o OVERTOPPING ELEVATION = 17L5 FT s o� FOR -DRS- ALIGNMENT, SEE SHEET 11 & 50 N� o� 23 24 25 26 27 28 29 30 31 32 33 34 35 36 �� N � � � a � a ., � E a � s o�s NN+' �Q � O�N �.�.m Z O 'Jr /O PROJ. REFERENCE NO. SHEET NO. g PERMIT DRAWI � �-5986B � �-5a�� x-2�a l80 �50 /40 /30 /20 /l0 /00 90 80 70 60 50 40 3 30 20 /0 0 /0 20 30 40 50 60 70 S H� F h%� //0 I20 /30 /40 /50 �80 WETLAND WF MECHANIZED CLEARING � FILL IN WETLAND SITE 12 oA.�S� o i7o ��o � EXC TION ,o5s � — — — — — — — — — — — — � I �.� 3:���{ � MECHANIZED CLEARING �--- ��— -- -- -- � — ---------- l60 163.83 16 4, 2 5 /60 � 2� f50o00 � � � � � � � � � � � � �8� i�o /60 �80 /70 /60 ieo /70 /60 i5o �80 /70 /60 �J�� � i � i � i � i �, �_ � � � �_� W � MECHANIZED CLEARING — WET�AND WF �� FILL IN WETLAND I� EXCAVATION ----------- �� I 0.060 0.060 3;� \ � 3, -------- 163.67 164,22 � � �� +DDo�O � � ' MECHANIZED CLEARING ----------� MECHANIZED CLEARING -- — ---- --�—�� � ��� � � � � � W 3 WET�AND WF il � EXCAVATION �- �— FILL IN WETLAND -- 0.060 0.060 .��1 3� I 163.50 64,09 I 26 f50o00 0 Z g � � � W 3 WETLAND WF FILL IN WETLAND � � EXCAVATION 0.045 0.045 3. � � � 3,�3. 163.27 163e62 26 f00o00 ��' � �— MECHANIZED CLEARING l ------------ �_ _ � MECHANIZED CLEARING I I I I — — — — — — —�—� MECHANIZED CLEARING I I I I -- -----�/— I _I I I I__ I L 13 -��I I�- EXCAVATION ' I '_ I ' I ' I_ ' �I I I ' ' I ETLAN WF MECHANIZED CLEARING — - FILL IN WETLAND —� I� MECHANIZED CLEARING ------- — — � � � � � 0.020 0.020 3. � . --_— — ------------�. 163.03 163e14 25 +500�� � I I � I ^ �� , DR5 l50 /40 /30 /20 /l0 /00 90 80 70 60 50 40 30 20 /0 0 /0 20 30 40 50 60 70 80 90 /00 /l0 I20 /30 /40 /50 �80 i�o /60 �8� /70 /60 iao /70 /60 i5o l80 /70 /60 �J�� � a � N a N �I / \ PROJECT REFERENCE NO. SHEET NO. � S�q oo � �� 1 PERMIT DRAWING �-�9868T No �2 � O G��� /�/� �J ROADWAY DESIGN HYDRAULICS ` \ \ �� ^� X^ I�� l S H E ET "I'L O F / O ENGINEER ENGINEER � � � ��� � �. �� ���5������� � � � � ; \ � \ �L S� � � (/ �\ � \� � , Q �9 SPEC. MT.'V' DITCH / \ � @TIS S. JACKSON\ � � � SEE DSTAIL 1 ` r \ �I \ .� I ) \ � I l � \ \� `, 1 ll 89 h � � � ��� � � �� F ��� � � � � / \ .� � F,\ \ SR9- POC Sto. 29+5�.88 I DOCUMENT NOT CONSIDERED FINAL �� onvu�H cH UNLESS ALL SIGNATURES COMPLETED ` ' / � \ �, % , \ -DR6- POT Sto. IO+Op.00 � l � I ( ,� ' `�� ;� ,� \/ %��- - (\ � - R7- PRC Sta.lO�-55.25 � Mich IBkerEngineri�ng,lnc. SUNGATEDESIGNGROl1P,PA \\ ooRe e / � � � � � � SPEC. � JOHNNY WILLIAM JERNIGA� � Nc'C"e � / \ � ro oir � F -DR7- PC Sta. l0+ .64 � \ � � � � � � . � � �1 ` E DETAIL - � N�NCY WARREN HAiYLEY �E�MORE' OF DUNN, IN � � \� , z �� \ �-SR9- POC Sta. 30�-74J5 1 $Q' 2$' \ 0 $0' 10�'0� � � -Yl3RPA- SC Sto. l . � \ AND HUSBAND, � �� -DR7- POT Sta. 10+0 OO � -� I FRED C.HAWLE�, SE '7� OF / O } o � \/ ' I �� ZO1, ro � � _ _ _ _ _ _ � � ��LTE.1� _ _ _ �R6- POT St��� ll J � s� � ��� � SCAQE: 1"=100' �� g I�( � a I ND STRUC 3. � `� �r1P` � � 'I3RPA- T Sta. ll+ .32 � 86 ����3 � � �� �� '�`9` � � / -Y/3RP - CS Sto. l+46.2 / � 1� caoP�nNo // � , � _.` ELMOREi F DUNN,INC. _ � �� \ :;.� . 1 SPEC. L�TT.'V'�61TCH � �� � SEE DETAIL 1 � �. � � �T /�os � E � � STREAM SF U\aI.�gn°�aM �RNicnry� � I � � � •� CL 'I' RIP RAP �: \ �� - PQT ta.899 8� 49 6/ 0� L �� \ SPEC. LAT.'V' DITCH � PU L'B' RIP AP ��: pUTLET BANK AND SCOUR Q� O 1 � \ ES?pb: 7 SYO�SF � HOLE STABILIZATION YI.3RPA- POT 1�O fOO. I HTR C� f\ � F E SEE DETAIL b M O �� R I 'JUE LENGTH=25' / :.i .-� + .� - 3�O�CIO.O� I�`� Ial � . � (C � \\ � 0 EST.35 TONS I �n� ��: :_ � ,� \ �E � O �� � � PUE SEE DETAIL 31� pUE ( q E. LAT. IIBASE DITCH -/ �� � � i X � � �� � ��� �� � � -DR7w � :�10+ F � v� ^ � \ \ C �:.. '.` E �� FE DE jAIL 3�E � I �IPV � � a D NS�� IO �� � � _ � � �O�a � � � _ � � I � �1 i -��' `i -'r��l EJ�3 ��� PUE �,E � \ ,�- _ � M r , _ ` r�,, y� o F -1- :;�F WE �r�20 As gsr w � �'�. Exisrirvc ai S BURY INVERT�Q' � -- — � � �a �' RE O - a= �� � � � ., . -- - -- -- �� -- � _ _ - - __ ._- _ _ _ __ _ ..... h _ - -� a- - ' — - - � � �1 R �_ . 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T.'V'DITCH / I� � �J — — � — — \� SE o�T"" , — — — — — — � STREAM SF ( m o �.:: \ �➢ � m X r: CL 'I' RIP RAP \ I � I 88 � �-� - - - - � � _ _�GRAVEL � � � �.- � EqNK SinsaiznnON — A N ENTECOSTAL FRER WILATION � - --------�------ \ .: P L � �/ � � \ � � — — — ' ENGTH=20' — — �BAPTIST CHRUCH, NC., - � � ` � ST. 15 TONS � �I ^' �SiFiETM4aq ORTH CAROLINA CO POR � �` � SEE 44�OF 7 � � -� , � � � -�- POT Sto.894+ 2.63 6/. 0' RT= � �� � � � x . � � �-- -- —�� - -Y/3RPD- ST Sto�+00.00 ' � � � � �'� � w000s �� � � �� � � � / � /, � , �� `� �.� � � � _ � � �t •� � � �, � I � \n �� � f / � �-� I ST�SLEASI�.LLC I /�/ v I �\ �\ . �. /... / // / � I � 4 I I � � l � � � � � __� - � � 1 , � i� 88 � ����Q _ � " � � �DENOTES IMPACTS IN \ � i � SURFACE WATER � ���:,�� � �� �DENOTES TEMPORARY IMPACTS IN SURFACE WATER \ � ���I � NOTE: DRIVEWAY RADII = 10� � � UNLESS SHOWN OTHERWISE � � �� l� �< � FOR —L— PROFILE SEE SHEET 75 // � FOR —Y13RPA— PROFILE SEE SHEET 81 ✓ FOR SR9 PROFILE SEE SHEET 90 C/�/� OR —DR6— PROFILE SEE SHEET 95 � 6 � � � � -� 3 � ', N � a m E 898 f00 -L - — � � � � V � � 899 +DO -L - PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING i-59868 RNJ SHEET NO. SHEET 44 OF 70 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �Q,, �N������' �' �d.�N� �Q DO NOT USE FOR 8 W ACpUISITION �PD a � � � O � — �— � V ' \\ � \� � \ � � � � B / H ��'�\ , J wM _ � BURY INVERT 1.0 � PU E PU E �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER \ � � � � �� , , � , ,, , , , , �, , , 0 m � m �� — / �� / X�� � I � �, _� � � - __-------_---- � J�v Q PU E DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED :haelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. � s oa soae��, P�, �e N�� e 12.5' 6.25' 0 12.5' 25' SCALE: 1" =25' / SPEC. LA SEE DET, � � a m � a 1> N E \ PROJECT REFERENCE NO. SHEET NO. / PERMIT DRAWING �-59868 �3 ILW SHEET NO. \ SHEET 47 OF 70 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER F F DENOTES FILL IN WETLAND \� o DENOTES IMPACTS IN �, 0�� �' `� / SURFACE WATER `� �PD a �" \ / DOCUMENT NOT CONSIDERED FINAL / DENOTES TEMPORARY UNLESSALLSIGNATURESCOMPLETED \ JENNY S.MURPHY / IMPACTS IN SURFACE WATER Michael�BakerEngin�eering,lnc. SUNGATE�ESIGNGROUP,P.A. -SR9- PT Sto. +43.24 / �� *� � � * DENOTES MECHANIZED ����� � SE_ 48 OF 70 / ��� � CLEARING 50- z5- 0 50- ,00- - - - 1�LET19N�2 � m DEN ES EXCAVATION I �� � � I —.. IN WET � ND JENNY S.MURPHY SCALE: 1��=�00� � - °' � J �� �\ � -SR9- PC Sta. 44+4/.07 "_��% � JOHNN�ILLIAM JERNI\ - � / /� PAMELA T.KR AY ENOTES HA �� '/ \ \ ��� �� I � � �--' �� SITE 14 � � �� CLE ING -- � � �Rop� I � �� / �� � j + I I � /CROPLAN� SPEC. LAT.'V' DITCH �� � ,4� / / � �/ �K ��V � �� 1�� / SEE DETAIL 6 \ `�-� � �/ \ ^ I � / n I SPEC. 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I � I � � �� � BAPTIST CHRUCH, INC., /� g� Q � / i'��� �_�-I- � WILLI STRICKLAND �,;. �J ( J'�� ET IL OH !�� :- � / I 1 �1�� � WILLIAM PATRICK HOBSON AND SITE 18 A �NORTH CAROLINA CORPOR 0 / S�� � Q r � \ �� � � � � � � � -PT �p.7�+'46.33 ` o s DAVID CLARK HossoN � < � \ , ��,� �- a� � � a��G S E E 49 � � � �o y . � ��j$g%�0 ' / .. SPE L4T 'v' DI7�H WILLIAM MCDUFFY HOBSON � � � ,/ -- "- -YP�I- PC SfO. ZOf.SO.�I.3 \ ^\ � p, `3 see eing e � .- AND WIFE. � � � � �" �� ���� ALEASE T. HOBSO� ,.� - � � �`c �`� �- / '� o ���� � e � � � �-i - � �� � � �� i�� � � �' � �� WETLAND WC Qi'�/ /�� � R / /� , \ . � �� 4�� 1�Y24- CC Sta. 12+58.02 � --��� \ � o � / N � , BOBBY 5. MCNEILL \ � � \ � �24- P . Sf . 10+00.0 � � BEG/N CON/S'TRUCTION ��� / ���i'�,�':� � JASON JONES 1 I- / � � ie ro e�cr,G L� NOTE: DRIVEWAY RADII = 10' � � FOR -L- PROFILE SEE SHEET 75 �� UNKNOWN � �--�� UNLESS SHOWN OTHERWISE FOR -Y24- PROFILE SEE SHEET 84 & 85 FOR -SR9- PROFILE SEE SHEET 90 & 91 �' PROJECT REFERENCE NO. SHEET NO. 6 � PERMIT DRAWING i-59�68„E� No. SHEET 48 OF 70 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � DENOTES EXCAVATION dNc�a���� � ��.�Ns I N W ET LA N D �O^^ DO NOT USE FOR 8 W ACpUISITION 12.5' 6.25' 0 12.5' 25' � / $ `` F F DENOTES FILL IN � '1� � WETLAND � � SCALE: 1"= 25' �� DENOTES MECHANIZED DOCUMENTNOTCONSIDEREDFINAL # # # � UNLESS ALL SIGNATURES COMPLETED �� � CLEARING � JOHNNY WI�� AM JERN GAN WETLAND WB � � � � � Michael�BakerEngineering,lnc. 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SUNGATEDESIGNGROl1P,PA. �� 50' 25' 0 50' 100' N�'!r °���� � � W ,�. �-� � � , ��� �,t-' SCALE:1"=100' � ` V� � � T�i� i� -SR9- P�` Sto. 5/+ . � ji �i �� I � ��� -L- POT Sto.9 +80.35 w� �/ 99 � � I // / // N � O v�' � � � `� �, , � � � � � JENNY S. MURPHY / / � X � . G� � / � � X/x � � � � � � g51� .� � � � � ROY S. TART, SR. No i �� � �} C) 5 . �nr. �v� arcH P� \ / g% / PATTIH. OUEIPO � ('j �S F g � EE IL 1 SH �- .�RE � / � X . \ O 0+5 � ii �EUd� \� \ � L T CV / � q5/ 6 O1 Sa� —L— PT Sto. 923+26.94 �,s W� il i� s�o � SPEC. LAT.'V' DITCH J O\ � SEE DETAIL 6 �% / "° -- �coNc isFo PUE PUE PUE PUE� i / W� G - k s R i '� / <� ��— E E� R '� �E ° �--��-� < <-- -- �-- � �— � — � ---� � `-- `-- / < _ � esr � / 5„ BILLBOARD �' _SRq_ �� X X X X � Ie" P � ExlsTl c R/w o ' ° � M �/ EM c, � � EiP 4.sv TO ExisiiNc Ri � � Q REMOVE — -- — __ ---- ��— r � W� � _ ��---- �I'PAVEO ROAGWAY � �. � � W Nx x�� x x—�x A x x x x x x x x x x x x x x x x x x x�W�ffi—x x x x x x x�x — -- x x x x = SPEC. 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RCP J F � _____ _ EOT TRENCHLE55 INSTALLATTION�_ 3e END CONCRETE BARRIER _ J - � -L- STA 930+50.00 � 2GI 2GI 2GI O � �� � e:l TAPER H X X X X X X X X X X_X _� X��>°�--�X _ X X X_ X_ X _X X X X X X-- - _ X X XC__i � �X X X 2 N 26' 24' 3/.5" E —Y24— — ��`euo NawKms � _ � Z ------ y ., _—_ ---- --w=== � ---=----w==�-- — o � --- \ � � _ �—� _=_�r���i iw - - - - - - J �F� - - - - - - - - - o- _ \w 1i- > -R P-II = 30 III R� — � - - -// - - - -�,��Ury Link. - - - -� - - �� —; � , _ _ u` oun���u6flc Utlllties, 4", PVC � � � s "' is�s T��T��� CL B RIP RAP � 3o urniry Ea � �/�/ m � ---- � ° �ILLBOAR� E� EI C --_ EST.2 TONS _ � '' / 5� CL B' RIP "�— C -- m-- E R E EST. 7�Y iiF p —E — — C � �\tl 85 \ EST. 8 TONS V C �--_ rt � F R — PUE PUE PUE PUE PUE PUE PUE PUE PUE PUFj/ m PUE SEE DETAIL b SPEC. CUT SEEADETA�IL 38 I I �(�� \ P�E � PUE c E PUE \ ; CULTNATED I �I I\ � / CL 'B' RIP RAP J SITE 18 �SFa 1 EST.570NS-- JULIANA.PARRISH — — — — — — — — — — — �ROPLAND � \ � / �EST.14 5Y GF S E E O F 70 � SP'� �- BASE DITCH LONG BRANCH HOLDING COMPANY, LLC \ � �� SE � a 38 / MILLARD J. CAINEY �� \ � O Y 4� PC ta. 3/+/5J5 v —Y24— PRC Sta.35+52.59 —Y24— PT Sto.27+24.97 + � �� a � �� /+ a \ � WILLIAM PATRICK HOBSON AND DAVID CLARK HOBSON E � a N a � �s M NOTE: DRIVEWAY RADII = 10' o� UNLESS SHOWN OTHERWISE _� �� FOR -L- PROFILE SEE SHEET 60 FOR -Y24- PROFILE SEE SHEET 69 FOR -SR9- PROFILE SEE SHEET 75 � m a � a a N � M H w W _ N I O O O O + O N P v O a J � � H _ U 2 DAVIU (.LI\KK HU6�Ury \ N 0 � \ \ \ \ \ -� � \ � � � \ � � � \ � � � / \ � %' � \ i�/ ,� � \ PERMIT DRAWING SHEET 52 OF 70 ti�1, �P� $ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED aelBakerEngineering,Inc. SUNGATEDESIGNGROl1P,PA. 50' 25' 0 50' 100' � Wf�� a. Re�e��r .i. ,o„o���,��,.a� � I� SCALE:1"=100' II, � .I ,I � �� � rn \ � ��-; � / , s��_ \ M PROJECT REFERENCE NO. SHEET NO. 1-59868 /4 14W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � H w W _ N O O O O + M M Q� H O a J � � _ U g� 2 NOTE: DRIVEWAY RADII = 10' UNLESS SHOWN OTHERWISE FOR —L— PROFILE SEE SHEET 60 FOR —Y24— PROFILE SEE SHEET 69 � 6 � � � � � 3 > � � s a +� m E � � SITE 17 � �S� X � �% ��- �� \� � � '/ �� ��� � �N / I O � + �I' IMPACTS IN N SURFACE WATER � X — — — — — — — — — � 0 � ° Q o� � � � PUE m SITE 18 PERMIT DRAWING SHEET 53 OF 70 � � � �� � � � � I X � � I O � � + N %< -v � � _X X 9 IMPACTS IN SURFACE WATER � X PROJECT REFERENCE NO. SHEET NO. 1-59868 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N������' �' �d.�N� DO NOT USE FOR 8 W ACpUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MichaelBakerEngineering,lnc. SIINGAiEDE51GNGROl1P,PA. � s oa so�e��, P�, �e N�z e ��1 �PO �� 12.5' 6.25' 0 12.5' 25' SCALE: 1"= 25' X X ��' \��/ � � � � � s 9 IN /W 30' UTI�ITY EASEMENT — — — — — — — — — — — — — — — — — — — — — — — — E TEMP IMPACTS IN ------------__ SURFACE WATER — — — R W ,, PUE PUE PUE PUE , TEMP IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER ND � � � � a � � a � E a � _ o�s NN+' �Q � O�N �.�.m Z O 'Jr /O PROJ. REFERENCE NO. SHEET NO. g PERMIT DRAWI � �-5986B � �-5a�� x-2�9 l80 �50 /40 /30 /20 /l0 /00 90 80 70 60 50 40 30 20 /0 0 /0 2l� 30 40 50 60 70 S H� F h%� //0 I20 /30 /40 /50 �80 �� _ 3WETLAND WF FILL IN WETLAND � � o.ozo 0.020 ���:1 3�� � /70 _ _ � � � � v2.os \� � 3:� I � MECHANIZED CLEARING ��o _ 172,15 � — � l60 I �� ��0�00 /60 -�—�—+---- SITE 12 - — � iao /70 /60 �80 /70 /60 ieo /70 /60 I80 /70 /60 , �� � ----- --� 170.26 I3 WET�AND WF 0.020 0.0 o FILL IN WETLAND �= � \ 3.� 16811 `�-- I --- �_ 29 f50o00 . i i i � I I o.ozo o.o,� � � —�T � 3:1 — — � — 168.50 � � � 165e66 i—i i i i i i i i i i �— 29 f00o00 3� 7 \ o.ozo o.00s I � I � I ��� 3:� 3', 3:7 ----� 166.73�--- --- — -- 169,78 � � 2U +5�a�� � � � � � 0.033 0.033 I I I I I I I I I I I — -----------� 3:1 3;� _ � 3:� 164.96 — — — ----- -- 164,34 28 �OOo00 � I I I I DR5 l50 /40 /30 /20 /l0 /00 90 80 70 60 50 40 30 20 /0 0 /0 20 30 40 50 60 70 80 90 /00 /l0 I20 /30 /40 /50 iao /70 /60 �So /70 /60 iao /70 /60 l80 /70 /60 — � PROJECT REFERENCE NO. SHEET NO. � � � PERMIT DRAWIN �-59868 52 14W SHEET NO. -- SHEET 59 OF 7 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER - �� F F DENOTES FILL IN � WETLAND � o — � � DENOTES IMPACTS IN "� � SURFACE WATER � � a - � DENOTES TEMPORARY =� DOCUMENTNOTCONSIDEREDFINAL UNLESS ALL SIGNATURES COMPLETED IMPACTS IN SURFACE WATER M;�hae,Bake,E�9;�ee,;„9,,„�. S�N�ATEOES��N�Ro�P,PA � DENOTES EXCAVATION ,5� N��r,o�e 5� oa70�0;0 IN WETLAND 0 N � � � * DENOTES MECHANIZED SCALE:1"=�00' � � � CLEARING � � � � JENNY S.MURPHY - - - - � WILLIAM G. WOODALL - � AND WIFE - RUTH J. WOODALL - / - ' — � -SR9- PC Sta. 26+/2./5 ' s — � — WETLAND WA JOHNNY WILLIAM JERNIGAN —� oris s. �acKsoN -SR9- PT Sta. 24+93.28 � � — SPEC.LAT.2'BASE DITCH R e SEE DETAIL 30 � C � --g—�— � �\ ��— -- —��� � � � � � � � � — _ 4 _ s — � — — �__� � — � ,P ��� �� � E�� �4= ��__ —_ � � � � � 7 SITE 20 �� — '� --- -sR - � --;__ � � �� 1� � � y� � �� a �r Rir wr � �'� ��A �N � � BANK STABILIZATION � \ \ i �� � -t � . 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SF,F.�EiQ{L 7� . �\ �o � EE 61 OF 70 \ � . �� � � �� -� ., \,S sy� � \ F� \ so BARBARA WARREN BASS � � � a N � E \ \ \ \ - - � FOR -SR9- PROFILE SEE SHEET 90 — � PROJECT REFERENCE NO. SHEET NO. � � � PERMIT DRAWIN �-59868 52 14W SHEET NO. -- SHEET 60 OF 7 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER - �� F F DENOTES FILL IN � WETLAND � o — � � DENOTES IMPACTS IN "� � SURFACE WATER � � a - � DENOTES TEMPORARY =� DOCUMENTNOTCONSIDEREDFINAL UNLESS ALL SIGNATURES COMPLETED IMPACTS IN SURFACE WATER M;�hae,Bake,E�9;�ee,;„9,,„�. S�N�ATEOES��N�Ro�P,PA � DENOTES EXCAVATION ,5� N��r,o�e 5� oa70�0;0 IN WETLAND 0 N � � � * DENOTES MECHANIZED SCALE:1"=�00' � � � CLEARING � � � � JENNY S.MURPHY - - - - � WILLIAM G. WOODALL - � AND WIFE - � RUTH J. WOODALL - / - ' — � -SR9- PC Sta. 26+/2./5 ' s — � — WETLAND WA JOHNNY WILLIAM JERNIGAN —� oris s. �acKsoN -SR9- PT Sta. 24+93.28 � �— — � � � — � �� \ �--- �� I\ � � �� —����— ,"�---� �, "� V � �— — \ SPEC. LAT. 2' BASE DITCH R � � \ �- --� � \ -� ~/ � ���� �� \ e� �� SEE DETAIL 30 _ C \ I � — — y —� � � \ (` . _ � — � � — — — � � ��-� � � � � � � � — : ... � �, � �_— 4 =_ _= 7�--�__— � � V\ � i� � _=�.��.1r�—'�=�� � � `— .� —�� � � � � E � �� 4� � ��� i_ � �_ � � � � � � � 7 SITE 20 � ��� � '�� - R -� � --;__ �� —\ � � � Y� � �� CL ' RIP RAP ��.� � " \� \ � � ^ — � BAN STABILIZATION � . _/` \ \ �-� i( � � - p� � � � `' .,� �-�- � Z � � � I� I �� y� � y�/I Esr. zo roNs —� i/ <� = �—�_ � _� \� � F w � 1� � i I see oer � i9 � � � � � � � ��_ � \ 2 3 � .�. � I � 4 � � �a�� . 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'� � �,- � � � AM J NIGAN a � * iHve r i� 1� Y' � � l`=i � e � � � �� � /��, � �� �r-� � J � � � � � � 1 - � � y� � ' � �� - "�. ./-" -1 ����� I`� �,ie�� � J`^o �`'� � � _ _ a O/� A � � g � � � ` � � )� �' � F �/ ea I ` ' O�� � � ���� I �_ ` � y�;�' lLI J--� � M � \ I s � � :. � J" �' -� —� � `� �_ J / ''_ �� �� �' � � :�� � '.�� A:; A J �, �� O � � � �, � � � /� / � � � _ � :�. _ � —� _ ` � �� �� � ��� �, �_ ._ _ �, �� ¢ �� / �, /' �, ti_ �_ � � o � � m� � �, �� � � �� .. �_ r I ��, (� �p� L�SYA'4L TION � �u � < ` \ . � j� ' r„T � � G�y 25' I 59 � _. _ ��� � �� ,] �`� V k � ST:�dTONS � '� �__ ��� J �, � r�4 " � ��, MORE S�f7F � � � � � � Fi4:L 7�_ _ � - � � / � � � UNh�iNC. ' v °o � 61 C�� 70 � � � �- � � � '�� �; � 0 � ��, �� � � � J 1 � ,� — � ` �, `�� :-� � sy� �l� � � � �— � ��— �� /� � �� __ � f �_ /,,.. / � �- I � � � >, _—_ >::. /���' f�a-� �so � � � � � � / �— � �� ,� �-b . � �ARBARA WARRE BASS � �� � � � � �.-� � � � � � � �'� � � � ,.i � f ��!`�� � � � �,�r� � � � \ i � � � � � ,� � � � �b�,, �< � � � I �� _��-- — � � � r� ��� �� � � � , � � � � / / � � � � � � � . �, � 1 , , , ,�: � �� � � � � , � ' I � � � � ��� FOR —SR9— PROFILE SEE SHEET 90 � rn N � Q � � E 22� 21� 200 190 180 170 160 150 140 220 210 200 190 180 170 I 160 rn � a � 150 N � S a V � 140 E PERMIT DRAWING ��� = -r-��.vi nn� �+) z,4_uv_v_,, ----,--_ _ - �+11.6216% �� �� �2 PROJECT REFERENCE NO. 1-59868 ROADWAY DESIGN ENGINEER DO NOT U56 ROR SHEET NO. 9� HYDRAULICS ENGINEER IDLANS ACQUISI'fION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ael Baker Engineering, Inc. Sl1NGATE �ESIGI GROUP, P.A. �i �°�,N�e��.P� � oA� � N � � \ — 180 � " " " � ELEV=l68.90 (+11.0766% f-J0.3/02% _ _ _ _ _ _ ____ _ _ _ _ � _ _ — — — — — — �-10.3/02% (+)0.6352% � � �z°�rci� +J0.5000%- - - --------------------------------------------� � _ � � � = ------------------------------------------------------ -- - - - - - - - ( ~� -----------------------------------------------------�+)0.7260% \ P/ STA=l2f50 -SR9- LT ELEV=l7/.0 �o I � o P/PE HYDRAULIC DATA PIPE HYDRAULIC DATA � W 66" CAAP Sto. 10+76 -SR9- 72" CAAP Sta. 14+24 -SR9- ��' ORAINAGE AREA = 89 AC DRAINAGE AREA = 244 AC � W �ESl6N FREOUENCY = 25 YRS DESIGN FREOUENCY = 25 YRS v DESIGN DISCHARGE _ ll0 CFS DESIGN D/SCHAR�E = 2/0 CFS 'Q' DESIGN HW ELEVATION = 169.5 FT DESIGN HW ELEVAT/ON = 173.7 FT � l00 YEAR DISCHARGE = I40 CFS l00 YEAR D/SCHARGE = 250 CFS � l00 YEAR HW ELEVATION = 170.25 FT l00 YEAR HW ELEVATION = 175.08 FT OVERTOPPING FREQUENCY= 500 + YRS OVERTOPP/NG FREQUENCY= l0 YRS 13 14 OVERTOPP/NG DISCNARGE _ �90+ CFS OVERTOPPING ELEVATION = 172.2 FT 15 16 17 OVERTOPP/N� DISCHAR�E _ �70 CFS OVERTOPPING ELEVATION = 172.6 FT 18 19 20 �FOR -SR9- ALIGNMENT, SEE SHEET 50 & 52 21 22 PIPE HYDRAULIC DATA 30" RCP Sta. 33+30 -SR9- ORAINAGE AREA = 8.9 AC DES/GN FREOUENCY = 25 YRS DESIGN DISCHARGE = 23 CFS �o DESIGN HW ELEVAT/ON = 180.4 FT - � � � l00 YEAR D/SCNARGE = 26 CFS � ii u l00 YEAR HW ELEVATION = 180.65 FT o � OVERTOPPING FREQUENCY= 500 + YRS � o a0°o � � � � o� OVERTOPP/NG DISCHAR6E = 44 CFS i o� �^ m OVERTOPP/NG ELEVATION = 182.3 FT � ++ oo � � � N ^ M i' Pl = 34+50.00 o a �° ° o EL = 183.9/' � � � � � � �. vc = 2oa . � o � � � vQ ,,;� � I I I � K= 2l4 N\ � 0 � a ¢ ii DS >= 60 mph � I � ) I I I � P c~i� W � � o � � � � -J0.3000% � � w i i � W � W � � �_ � `- -�1 _---�+J0.3000%__ --_ ------_ --- ------- —;o�°oi �--------- ------------- --- _---- - --------- -------- ----o� - -------------------------------------_----------- -----�---- --__� (+10.800 (+) 0.5000% _ _ _ _ _ _ _ _ _ __ ��^ RCP -------------------�+J 0.7260% ---- - - _"'___—__—_'—___ JUl ____ '—'____—_ � � JO � II � � I � � � n �J �W . . O W � � p � W � M r�+j � � � � � � � 170 160 150 140 220 210 200 190 180 170 160 150 140 � FOR -SR9- ALIGNMENT, SEE SHEET 12, 13, & 52 23 24 25 26 27 28 29 30 31 32 33 34 35 m N � � � � a � � a ., ; E a � s o�s NN+' �Q � O�N �.'.m O 5 70 PROJ. REFERENCE NO. SHEET NO. PERMIT DRAWI � �-59868 X-199 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 SH F T� 110 120 130 140 150 180 � � � � � 180 — 0.060 0.060 I - _ 4:1 _4:1 — — — — — — — — — — — � — — 170 -------- �:� --- — 770 — — — — — — — — — — - 170.84 169.00 15 + 00.00 - - 160 I I I i I 760 ,ao 170 160 180 170 160 180 170 160 166.07 p i i i i Z I I I � WETLAND WA SITE 20 3 � F�b60N oEobo ND �� � MECHANIZED CLEARING � Q:1 3: � —�---------_-- �--� ------���-- 168.38 14+50.00 0.060 0.060 3�, 3:1 168.60 14 + 00.00 � I I I I 0.060 0.060 � 3:� 3. � 169.68 , , , , , 13 + 50.00 , , -----� �- � — i � ao 170 160 180 170 160 180 170 160 180 . ' ' ' ' ' i i 180 � � � 3.� 0.060 0.060 — — — — — — — — — — — — — — — — — 3:7 170 --------- --- 170 171.35 -------- � � -��. �� 1 + . I I I I I 160 �. , � , _, , � . �. 160 —SR9— 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 � JES�LIFTON ALPHIN, JR. AFIkJ =�� � \ q\ � � \ T REFERENCE NO. HEET \ PROJEC S NO. � � � €�� „awe PHiN--`' / '�" �� ��� �� 1-59868 53 / -- -----, � � �-z� .��, _ �!_ � � � � � Z P IT D WINC�a �, SHEET NO. � , �// , `\ /�..,� V C I �'� � \\ ����� ���� �\\\\\\ �� �' � SHEET 66 �O ROADWAY DESIGN HYDRAULICS �� � 7 � �� �<`�1�� l ��"',�� � V'/ _�� \ �\ \\ �\ � ENGINEER ENGINEER � � ��� ��/ 5���� �� �� �'' � %� � \� � � � ti.� : � �— \ s �\ � i �� ���-��, ���� �� / :� � ��� �, �� ° � �, � ��— ���/- � / �� �—_ � � -SRB- POT Sta. +19.45 8 = J �—� —ERN�S�J�tA V�S ALPHIN --�_ � � — - � � ��C����—� `�� � � ��� � —� f JESSE CLIFTON ALPHIN, JR. � � _ `� �� ��- � �Q � ��� � \�� �� ���� / � N -5R8 PT Std� 2 2 ��� � !j � � e�'- ��� � � �� ����;—�� / � , — _ _ � — \ \`� � � � �� ��� � a, �.,�� � � `� � � � � � � J \ �� � � � DOCUMENT NOT CONSIDERED FINAL � —�� /�� � � �`� ����\ �� � � �� � �� � / / \ �\ \���� \ \ ��" � ��J� / �—� f � —1 � �� \ \\ \\\ �'- \ � � � UNLESS ALL SIGNATURES COMPLETED L o ll\� � � \�- �' � "�� A �—\ HEN Y W.ELMORE` -� ���_ —SRS— PC SfO.'L +17J9 \ \\ 1 Michael�BakerEngineering,lnc. SUNGATEDESIGNGROl1PPA. e000 ae � AN�w,FE, � / — DENOTES IMPACTS IN �i— ,�� �� � � m �", � � � �����`�� � � N��r �e�=e'F"o�, ��susiE E��pRE � SUR� E WATER �� � ti� � � �'� Rx.. o..� � aso �� 50' 25'; 0 0' 100' �� ��,: �' i /— � �������!T��, DENOTES TEMPC)�ARY � � � �\\\6��� ;\�� � � � � �//�� C;� (�''� � � �i��1111� IMPACTS IN SURFAC�VA�€B. � g�° ,\ � � \ CALE:1"=50' :l �� � � C� � /) � r J � � �, '� -,..,� ,�_ /'� ..� \ RETAI \ ., t�3� � �I . � �' � � � (/ ��;', CL 'B' RIP RAP / � I r � / \ � � EST.3 TONS Jl �a J � ' � C? �l � � � \ l �1 � � EST. 10 SY GF ) � -� � . �Z �� �� � � ' � '' > > � � �. _ � ��,\ � I �� � � � ��, �; � � � - �, ��� F ��� � � � � =-� � ; � � > �° --=f . _ � ��, � � � �� � � �� � c� _ __ � �. �-� —� _ _ � ��\� , -- � � ,,,� ( � S�E�67 OF 70 ����-�--�-- �„- `F � �� � F _ — — � _ F �\ �� ' � �� � � � � ��aG � �,. � � � ` � � � I �L = J � / �-� ��—�-� �' — —r — F �� � F y� ��\` END CONSTRUCTION —�, —�---"` � � � _ _ d � _� � �� --- � � — � _ — � _ -'� F �� � �� SR8- POT STA24+10.28 7 � / I \ �� � _ R `-� _ — — � F \( \�N\ \ � SITE IOC ` -. 18" RCP-IV \ I �� CL RAP a��/� � �__ / � F R � ( ) y \ �N \ OUTLET C NNEL SYAB�71 TION /� C C/�� � �� � \\ \ \ \ I � �' LENGT =10' �\ �..� � _ / a E \� �� ��- / � � \\ �—" EST.17 NS \ � SEE DETAI�40 � � \� J J / ��� \ \\ \� \ I � ��— : ,/ - c i � \ �` � , � � 'i � � �� I \�� \ ��� Q, �p � SfEC.LAT.'V'DFTCH—' f �'� �_�C'� � ����� �v J / \\ �\ � -/1 \ /� L.XIIRT. JR. ' ` 5y� DEfAIL 3 E� � \ y / \ � � AND WIFE. d0 � � /,,� 1 � �� � � � , ��� ,. �\ I � LEE B. TART � �� �/ � � � �--� `��' � � � � �� �� .,�,i � ��:� — � a, �� � o�� � � , � �' /- � � �—� ERNEST JARVIS ALPHIN� � I � � � �'�C� � � �- � � JESSE CLIFTON ALP111N; JR. � ��� � �� , � � � � / �� � � ������ �� , � � ���v�, , 1 �- � � � � � i � s � ���� �, � � � ��,� � I - � _� _�_ � _ � � � � �� \ '�r � � � ��' � ��� � �� �'o � � � � 1 T � � � � �S, � � � � � � R8- PT Sto. 18+02.95 � �Q / R8. , ti 1 � � •���S�q �,_ �;� ;� � � � � ��X � � � � � \ \ ��o � � � � � � r ° sti � _ \ �� � \ \ � � -SRB- PC ta.13+68.67 ��'��, � �\ �� 9� � � � � \ � � � � �. � � �_ � � � ���� `� � � � � \ \ � � � � � � � � , � __ \ � a � � � /E � RAMONA 0'�UINN WARREN ALTON LUTHER WARREN, JR. AND JANE FRANCES WARREN NOTE: DRIVEWAY RADII = 10' / UNLESS SHOWN OTHERWISE FOR -SRS- PROFILE SEE SHEET 89 WETLAND AND SURACE WATER IMPACTS 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) (tt) (ft) 1 800+95 to 801+38-L-RT DRAINAGE DITCH < 0.01 44 2 795+73 to 796+gg-L-LT ROADWAY FILL 0.11 0.05 3 801+10 to 803+74-L- 42" PIPE < 0.01 < 0.01 121 19 4 811+37 to 814+11-L-RT ROADWAY FILL 0.05 0.05 5 816+14 to 816+28-L-RT 54" PIPE < 0.01 < 0.01 8 10 OUTLET CHANNEL < 0.01 23 5A 11+04 to 11+40-SR7-LT ROADWAY FILL < 0.01 24 POND 0.18 6 18+84 to 18+94 -Y22-RT BANK STABILIZATION < 0.01 10 7 20+15 to 20+39-Y22-RT DRAINAGE DITCH < 0.01 < 0.01 18 18 7A 46+22 to 47+34-Y12- 60" PIPE < 0.01 44 INLET BANK STABILIZATION < 0.01 < 0.01 20 10 OUTLET CHANNEL < 0.01 < 0.01 36 17 7B 11+84 to 13+35-Y12RPD-RT ROADWAY FILL < 0.01 < 0.01 113 11 8 844+71 to 845+24-L-RT PIPE REMOVAL < 0.01 33 8A 849+47 to 849+75-L-RT PIPE REMOVAL/DITCH < 0.01 9 OUTLET CHANNEL < 0.01 22 8B 38+g2 to 39+04-SR7- PIPE REMOVAL/DITCH < 0.01 < 0.01 18 16 CHANNEL REALIGNMENT < 0.01 14 9 855+32 to 859+66-L- 1 at 9'x8' RCBC 0.02 < 0.01 98 44 INLET CHANNEL < 0.01 < 0.01 56 19 OUTLET CHANNEL < 0.01 < 0.01 185 25 TOTALS*: 0.16 0.05 0.05 0.25 0.04 810 275 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb WETLAND AND SURACE WATER IMPACTS 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) (tt) (ft) 10 875+41 to 875+82-L- 60" PIPE 0.01 < 0.01 105 47 INLET CHANNEL < 0.01 41 OUTLET CHANNEL < 0.01 0.01 34 13 10A 4+58 to 15+95-Y13RPB-L 36" PIPE < 0.01 47 OUTLET CHANNEL < 0.01 < 0.01 20 20 UTILITY < 0.01 59 106 21+71 to 22+25-DR5-RT ROADWAY FILL < 0.01 40 CHANNEL REALIGNMENT < 0.01 15 10C 14+54 to 15+23-SR8-LT 30" PIPE < 0.01 48" PIPE < 0.01 OUTLET CHANNEL < 0.01 11 22+10 to 22+55-DR5- 1 at 9'x8' RCBC < 0.01 39 INLET CHANNEL < 0.01 0.01 < 0.01 < 0.01 38 29 OUTLET CHANNEL < 0.01 < 0.01 29 10 11A 19+83 to 21+03-Y13- 1 AT 8'x7' RCBC < 0.01 8 INLET CHANNEL < 0.01 < 0.01 40 17 OUTLET CHANNEL < 0.01 < 0.01 42 10 UTILITY < 0.01 22 11B 898+13 to 899+23-L- 60" PIPE 0.01 34 INLET CHANNEL < 0.01 < 0.01 20 13 OUTLET CHANNEL < 0.01 < 0.01 25 12 12 22+75 to 30+68-DR5- ROADWAY FILL 0.61 0.09 0.22 < 0.01 < 0.01 53 10 BANK STABILIZATION < 0.01 12 TOTALS*: 0.61 0.09 0.23 0.09 0.05 602 302 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb WETLAND AND SURACE WATER IMPACTS 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) (tt) (ft) 13 875+41 to 875+82-L- OUTLET CHANNEL < 0.01 < 0.01 20 10 14 36+49 to 37+35-SR9-LT ROADWAY FILL < 0.01 < 0.01 0.02 UTILITY 0.03 15 16+32 to 16+62-Y24-RT OUTLET CHANNEL < 0.01 < 0.01 31 12 16 17+24 to 17+g5-Y24-RT ROADWAY FILL < 0.01 UTILITY 0.02 17 913+16 to 919+91-L-RT ROADWAY FILL 0.10 18 23+67 to 24+00-Y24-RT ROADWAY FILL < 0.01 < 0.01 UTILITY < 0.01 19 15+51 to 19+g3-Y13-LT 66" PIPE 0.01 < 0.01 16 BANK STABILIZATION < 0.01 CHANNEL REALIGNMENT 0.05 20 14+00 to 14+95-SR9- 72" PIPE 0.08 0.01 0.04 < 0.01 72 INLET CHANNEL < 0.01 < 0.01 21 11 OUTLET CHANNEL < 0.01 < 0.01 25 13 SHEET TOTALS 0.08 0.02 0.07 0.04 0.19 < 0.01 169 62 PAGE 68 TOTALS: 0.16 0.05 0.05 0.25 0.04 810 275 PAGE 69 TOTALS: 0.61 0.09 0.23 0.09 0.05 602 302 TOTALS*: 0.85 0.16 0.34 0.04 0.53 0.09 1581 639 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb WETLAND AND SURACE WATER IMPACTS 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) (fit) (ft) 1 800+95 to 801+38-L-RT DRAINAGE DITCH 0.007 44 2 795+73 to 796+99-L-LT ROADWAY FILL 0.111 0.051 3 801+10 to 803+74-L- 42" PIPE 0.008 0.002 121 19 4 811+37 to 814+11-L-RT ROADWAY FILL 0.046 0.048 5 816+14 to 816+28-L-RT 54" PIPE 0.001 0.001 8 10 OUTLET CHANNEL 0.004 23 5A 11+04 to 11+40-SR7-LT ROADWAY FILL 0.002 24 POND 0.182 6 18+84 to 18+94 -Y22-RT BANK STABILIZATION 0.001 10 7 20+15 to 20+39-Y22-RT DRAINAGE DITCH 0.003 0.003 18 18 7A 46+22 to 47+34-Y12- 60" PIPE 0.005 44 INLET BANK STABILIZATION 0.002 0.001 20 10 OUTLET CHANNEL 0.002 0.001 36 17 7B +84 to 13+35-Y12RPD- ROADWAY FILL 0.010 0.001 113 11 8 844+71 to 845+24-L-RT PIPE REMOVAL 0.003 33 8A 849+47 to 849+75-L-RT PIPE REMOVAL/DITCH 0.001 9 OUTLET CHANNEL 0.003 22 8B 38+92 to 39+04-SR7- PIPE REMOVAL/DITCH 0.001 0.001 18 16 CHANNEL REALIGNMENT 0.001 14 9 855+32 to 859+66-L- 1 at 9'x8' RCBC 0.016 0.007 98 44 INLET CHANNEL 0.007 0.003 56 19 OUTLET CHANNEL 0.003 0.004 185 25 TOTALS*: 0.16 0.00 0.05 0.05 0.00 0.25 0.04 810 275 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb WETLAND AND SURACE WATER IMPACTS 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) (tt) 10 875+41 to 875+82-L- 60" PIPE 0.013 0.006 105 47 INLET CHANNEL 0.006 41 OUTLET CHANNEL 0.003 0.010 34 13 10A +58 to 15+95-Y13RPB- 36" PIPE 0.006 47 OUTLET CHANNEL 0.003 0.003 20 20 UTILITY 0.008 59 10B 21+71 to 22+25-DR5-RT ROADWAY FILL 0.002 40 CHANNEL REALIGNMENT 0.002 15 10C 14+54 to 15+23-SR8-LT 30" PIPE 0.003 48" PIPE 0.003 OUTLET CHANNEL 0.001 11 22+10 to 22+55-DR5- 1 at 9'x8' RCBC 0.006 39 INLET CHANNEL 0.001 0.011 0.004 0.003 38 29 OUTLET CHANNEL 0.005 0.002 29 10 11A 19+83 to 21+03-Y13- 1 AT 8'x7' RCBC 0.001 8 INLET CHANNEL 0.005 0.002 40 17 OUTLET CHANNEL 0.009 0.002 42 10 UTILITY 0.002 22 11 B 898+13 to 899+23-L- 60" PIPE 0.013 34 INLET CHANNEL 0.002 0.001 20 13 OUTLET CHANNEL 0.003 0.002 25 12 12 22+75 to 30+68-DR5- ROADWAY FILL 0.613 0.088 0.215 0.006 0.001 53 10 BANK STABILIZATION 0.001 12 TOTALS*: 0.61 0.00 0.09 0.23 0.00 0.09 0.05 602 302 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb WETLAND AND SURACE WATER IMPACTS 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) (tt) 13 22+95 to 23+17-Y13-RT OUTLET CHANNEL 0.002 0.001 20 10 14 36+49 to 37+35-SR9-LT ROADWAY FILL 0.004 0.005 0.019 UTILITY 0.026 15 16+32 to 16+62-Y24-RT OUTLET CHANNEL 0.006 0.002 31 12 16 17+24 to 17+95-Y24-RT ROADWAY FILL 0.008 UTILITY 0.018 17 913+16 to 919+91-L-RT ROADWAY FILL 0.101 18 23+67 to 24+00-Y24-RT ROADWAY FILL 0.003 0.001 UTILITY 0.001 19 15+51 to 19+93-Y13-LT 66" PIPE 0.010 0.002 16 BANK STABILIZATION 0.004 CHANNEL REALIGNMENT 0.051 20 14+00 to 14+95-SR9- 72" PIPE 0.080 0.010 0.041 0.008 72 INLET CHANNEL 0.002 0.001 21 11 OUTLET CHANNEL 0.003 0.001 25 13 SHEET TOTALS 0.084 0.015 0.068 0.018 0.190 0.009 169 62 0 PAGE 68 TOTALS: 0.16 0.00 0.05 0.05 0.00 0.25 0.04 810 275 0 PAGE 69 TOTALS: 0.61 0.00 0.09 0.23 0.00 0.09 0.05 602 302 0 TOTALS*: 0.85 0.00 0.17 0.34 0.02 0.53 0.09 1581 701 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb ����� �� ����� �������� �������� �� �������� V � � � � .. � V � 0 � � � � 4� 5 � SITE 1 SITE 6 �R]- POT Sta.49+]5.00 24 END CONSTRUCTION ION 9EGIN 9RIDGE -Y�3- POC S� Y13- POT STA.30+32� BEGIN CON: 9+]0.]2 36+]4.1] -L- POl END I, IN BRIDGE BEGIN !- POT STA. 35+45s �ce� M �� 6 " a�+= -,13 14 1 8 9 � M xC> Y/ p' ' � -�- � -Ya�o ,�w.' A "12 _. ,�o ���� m \ (M� � � -Y24- PC Sfu. 10+00.00 (� ^ BEGIN CONSTRUCTION ., � CUMBERLAI�D, HARI�ETT, A1�D JOHI�ST01� CO U1�TIES LOCATI0IK: I-95 FROM SR 1811 (BUD HAWKI11lS ROAD) (EXIT 70) TO I-40 (EXIT 81). WIDE11l TO EIGHT LAIIIES. TYPE OF WORK GRADIIVG, PAVIIVG, DRAIIVAGE, SIG11tALS, CULVERTS, A111D STRUCTURES WETLAND AND SURFACE WATER IMPACTS PERMIT SECTION 2 -SR9A- POT Sta.2l+b1.3J � / L DUNN ` CIN LIMIT -Y24- POT Sta. 69+5313 -SR12- POT Sta. 10+13.6J SITE 2 SITE /3,4,5 r uMir � � POT Sb. 10+41.98.66 = iT Sfa.10]]+00.00 -SR11 POT S�a. 10+00.00 END 1-5986B SECT lON 2 � � 0 s � a � 3 � a � T _ N o�' N� , �� �� \ i ; • � � V � � O V � i -Lr YiJ%� SIQ. %%2+%S.00 END CONSTRUC ' � - � --------------� BEGIN 1-5986B NOTES: SECT�ON 2 1. THIS IS A COIYTROLLED—ACCESS PROJECT WITH 3. THIS PROJECT IS WITHIN DU1VN AND BENSOIV ACCESS BEING LIMITED TO INTERCHANGES. MUNICIPAL BOUNDARIES. 2. CLEARING O1Y THIS PROJECT SHALL BE PERFORMED TO 4. DESIGN EXCEPTION REQUIRED FOR HORIZONTAL ALIGIVMENT AIYD THE LIMITS ESTABLISHED BY METHOD II. HORIZONTAL STOPPING SIGHT DISTANCE ON SR 18I1 (BUD HAWKINS ROAD) AND SR I785 (ELM ST. EXT.). (SEE PLAN SHEETS 7, 12 FH ]3) � � . 0��01, �P° PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) -v2�- roT sro. io+n.eo �-zai sikocira� -SR17- POT S�a. 10+09.89 �� �Zi~Z K� ZD =�U �U POT Sta.10^9].32 BENSON �QN LIMIT T� � SM�THajF�O DOCUMENT NOT CONSIUERED FINAL UNLESS ALL SIGNATURES COMPLETED P�epo�ed in the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Michael Baker Engineering, Inc. 8000 Regency Parkway, Suite 600 ADT 2020 = 58,900 ' '� Cary, NC 27518 Professional Corporation License Number: $0 2$ 0 $0 100 �Orap ADT 2040 = 75,700 LENGTH ROADWAY TIP PROJECT I 5986B = 11.865 MILES I N T E R N A T I O N A L F-,oaa �� o� ��,� K= ] % FOR DIVISION OF HIGHWAYS a�' �oo PLANS D= 55 % 2018 STANDARD SPEClFICATlONS p� o � LENGTH STRUCTURE TIP PROJECT I-5986B = 0.020 MILES SUSAN C. LANCASTER, P.E. srcNazuRe: � 50 25 0 5o too T= 24 %* � � PROJECT ENG7NEEA � p V= 70 MPH RIGHT OF WAY DATE: ROADWAY DESIGX TOTAL LENGTH TIP PROJECT I-5986B = 11.885 MILES ENGINEER �� �� PROFILE (HORIZONTAL) *(17% TTST + 7% DUALS) MAY 1, 2019 CURTIS TILLMAN, P.E. �p Qo� FUNC CLASS = PROJECT DESIGN ENG7NEER �� p����� 10 5 0 10 20 INTERSTATE LETTIIVG DATE: STEVE D. KENDALL, P.E. PROFILE (VERTICAL) STATEWIDE TIER JULY 21, 2020 NCDOT CONTACT P.E. SIGNATURE: See Sheet 1A For Index of Sheets See Sheet 1B For Conventlonol Symbols C 6 U C N > � n Q i� � E Q � _ N O�0] O� N� \0' ti� C 6 U C N > U n Q i� � E Q � _ N O�0] O� N� \0' ti� SHEET NO. 20 o. HYDRAULICS ENGINEER rE ��.��v� :/W ACpUISITION )NSIDERED FINAL �URES COMPLETED SUNGATE �ESIGN GROl1P, P.A. �� �o:,�,��.����.a� � m � e N a .,' 3 E a � _ O� H w w 2 N I O O O O + � N O O N F � d J � � � 2 V 2 � \ \ \ N H w w 2 N O O O O + � M O a N H 0 d J 0 H _ U H � FOR -L- PROFILE SEE SHEET 80 FOR -SRII- PROFILE SEE SHEET 125 PROJECT REFERENCE NO. SHEET NO. � � ��oo s � 1-59868 20 � \ r'1 RNJ SHEET NO. �n �W ROADWAY DESIGN HYDRAULICS ��� / ENGINEER ENGINEER � I� ��� STONEY RUN PROPERTIES, LLC. � � � isFg 50' 25' 0 50' 100' �� �\� IN��Nd]P]L1E E Il�]L�N� DO NOT USE FOR / W ACpUISITION � � SCALE:1"=100' � �� \ , m /� � � �// '� DENOTES IMPACTS IN ti�1 � � � \� `� � / � SURFACE WATER � DOCUMENTNOTCONSIDEREDFINAL / ��" � � � / f/ � � UNLESS ALL SIGNATURES COMPLETED ./ � � � j / � �P MichaelBakerEngineering,lna SUNGATE�ESIGNGROOPP.A � ���� �� ,�` � �N��.P�, � � / r �� f �- --- �� �:` Q / ��� \�✓ �sFe �/ �' // � � I � I �\C�. �ti EN OT f�l/�7-9� � / /N / / \ � � � � ;�� I I I \ \\ / �`� - � � � �c_ � - � / � � � � � � - ll- PT Sta. 33+9/.45 >��/� � � � � q � -SRlI- PC St . 3 0 � �� � � � � � � � � '� / � � � - � � ��� E W. 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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 21+77 to 22+34-Y14RPB- ROADWAY FILL 0.02 140 1A 15+48-NBCD- ROADWAY FILL 0.02 157 1B 21+04 to 22+11-Y14RPB- ROADWAY FILL < 0.01 35 2 1035+24 to 1036+18-L-LT ROADWAY FILL 0.03 101 3 1038+02 to 1045+46-L-LT ROADWAY FILL 0.56 4 1038+70 to 1045+26-L-RT ROADWAY FILL 0.75 5 1041+00 to 1043+91 -L- ROADWAY FILL 0.29 208 6 17+58 to 19+60-SR9A- ROADWAY FILL 0.50 TOTALS*: 1.81 0.36 641 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS 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 21+�� to 22+34-Y14RP6- ROADWAY FILL 0.024 140 1A 15+4s-NBCD- ROADWAY FILL 0.020 157 1 B 21+04 to 22+11-Y14RP6- ROADWAY FILL 0.003 35 2 1035+24 to 1036+�g-L-LT ROADWAY FILL 0.028 101 3 1038+02 to 1045+46-L-LT ROADWAY FILL 0.564 4 1038+70 to 1045+26-L-RT ROADWAY FILL 0.749 5 1041+0o to 1o43+g1 -�- ROADWAY FILL 0.289 208 6 1�+5sto1s+6o-SR9A- ROADWAYFILL 0.498 TOTALS*: 1.81 0.00 0.00 0.00 0.00 0.36 0.00 641 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb ����� �� ����� �������� �������� �� �������� V � � � � .. � V � 0 � � � � zg�Z y�i d � Z'���� ����� � ��� , �� .13 � —� �i .. 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TYPE OF WORK GRADIIVG, PAVIIVG, DRAIIVAGE, SIG11tALS, CULVERTS, A111D STRUCTURES WETLAND AND SURFACE WATER IMPACTS PERMIT SECTION 3 $�,�o�, �P� SITE 2 SITE 1 SITE 16 SITE 13 SITE 10 SITE 9 END 1-5986B SECTION 3 0 PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) BENSON �QN LIMIT BEGIN 1-5986B SECTION 3 SITE 3 SITE 4 SITE 7 SITE 6 SITE 5 > SITE 11 SITE 8 SITE 14,15 �Z 1 �Z I �� Z� _� �v SITE 12 T� � SM�THajF�O INC�NgI�]L]E°Il°E ]�]LAN9 DO NOT USE FOR RAW ACUUISITION DOCUMENT NOT CONSIUERED FINAL UNLESS ALL SIGNATURES COMPLETED P�epo�ed in the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Michael Baker Engineering, Inc. 8000 Regency Parkway, Suite 600 ADT 2020 = 58,900 ' '� Cary, NC 27518 Professional Corporation License Number: $0 2$ 0 $0 100 �Orap ADT 2040 = 75,700 LENGTH ROADWAY TIP PROJECT I 5986B = 11.865 MILES I N T E R N A T I O N A L F-,oaa �� o� ��,� K= ] % FOR DIVISION OF HIGHWAYS a�' �oo PLANS D= 55 % 2018 STANDARD SPEClFICATlONS p� o � LENGTH STRUCTURE TIP PROJECT I-5986B = 0.020 MILES SUSAN C. LANCASTER, P.E. srcNazuRe: � 50 25 0 5o too T= 24 %* � � PROJECT ENG7NEEA � p V= 70 MPH RIGHT OF WAY DATE: ROADWAY DESIGX TOTAL LENGTH TIP PROJECT I-5986B = 11.885 MILES ENGINEER �� �� PROFILE (HORIZONTAL) *(17% TTST + 7% DUALS) MAY 1, 2019 CURTIS TILLMAN, P.E. �p Qo� FUNC CLASS = PROJECT DESIGN ENG7NEER �� p����� 10 5 0 10 20 INTERSTATE LETTIIVG DATE: STEVE D. KENDALL, P.E. PROFILE (VERTICAL) STATEWIDE TIER JULY 21, 2020 NCDOT CONTACT P.E. SIGNATURE: See Sheet 1A For Index of Sheets See Sheet 1B For Conventlonol Symbols _�� � � � \ �o G�\ F o\ \�, �^H H9 � �� � 9 ?F �� � �� x-� \ � �,,���' \ � \ �\ ..�,,��ti�� +� � ������ �� � � \ �° a � \ \ 101 \CH WEBB � �30.00' 7 �\ \ � . ���T,�ArE� � � � � O �� u� � � MICHAEL AND GINA KELLY � � � � � � � — — — � — — N N w _ N 0 � � � + M � O a N H � d I J � � H 2 H 2 ----- ---------- � �erlturY—Link.SQP�i�.GoRReL----- e � � - e e e ---- � --------------�---------------- � 4. � _ _ IO' BST SHLDR I-95 SBL 24' BSr i�s Ne� za esr ra esr sn�oR F F � 101 CLAWSON WEBB DENOTES FILL IN WETLAND DENOTES IMPACTS IN SURFACE WATER CULrNATED 101 C.H. WEBB I ' � � / � '� O � � / � / O � {� ❑ � � � i � isFo � a � W I c� � � i — T-- -- — _ J ----- — —T— — � e � X X X X X X x X X CAT-1 6d� .. .. � .. 60„WW .. .. .. .� .. .. .. .. �.. .. .. .. .. .. .. .. 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REFERENCE NO. SHEET NO. 'rriTrl I —5986B X-654 )0 110 120 130 140 150 250 — 240 230 I SITE 74 -T�AND WK I 250 240 230 250 240 230 250 � I I I I � I I I I I I I I I I I I � � FILL IN WETLAND � � � � FILL IN WETLAND 0.020 0.020 240 240 ----� ---- -- — ---- -- — —___L� �_ ---- --- — 237e75 230 . 13 + 50.00 � � � � 230 � I o � o g g � ; � 3 � 3 sire ia 250 250 WETLAND WK � WETLAND WK � — FILL IN WETLAND � FILL IN WETLAND � 240 0.020 0.0 0 . 240 -- -- — -- � -- — ----L�� --! — -- -- 237092 �I 230 � 3+ �0.�� � 230 � —Y26— `° 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0.020 0.020 240,08 14 + 50.00 0.020 0.020 --- ---- —�— 239,36 14 + 00_00 WETLAND AND SURACE WATER IMPACTS 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 1075+84 to 1077+41-L-LT ROADWAY FILL 0.05 < 0.01 65 2 44+g6 to 48+09-SR13- ROADWAY FILL 0.05 329 3 22+04 to 27+47-Y16RPC- ROADWAY FILL 0.06 582 4 24+21 to 24+g3-Y16RPC-LT ROADWAY FILL 0.02 5 32+g6 to33+11-SR15-RT ROADWAY FILL < 0.01 12 6 34+52 to 35+60-SR15RT ROADWAY FILL < 0.01 111 7 37+43 to 37+61-SR15-RT ROADWAY FILL < 0.01 29 8 85+45 to88+88-SR15-RT ROADWAY FILL 0.22 < 0.01 38 9 52+2g to 55+07-SR16-LT ROADWAY FILL 0.26 10 69+06 to 69+34-SR16- ROADWAY FILL 0.01 106 11 17+23 to 19+17-Y17RPC-RT ROADWAY FILL 0.09 12 10+37 to12+14-Y17RPA-RT ROADWAY FILL 0.09 0.03 100 13 53+57 to 54+g2-SR13- ROADWAY FILL 0.01 167 14 12+67 to 13+62-Y26-RT ROADWAY FILL 0.05 15 12+67 to 13+62-Y26-LT ROADWAY FILL 0.13 16 24+2g to 24+55-Y17RPB-LT ROADWAY FILL < 0.01 TOTALS*: 0.92 0.19 1539 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS 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 1075+g4 to 1077+41-L-LT ROADWAY FILL 0.045 0.005 65 2 44+g6 to 4s+o9-SR13- ROADWAY FILL 0.046 329 3 22+04 to 2�+4�-Y16RPC- ROADWAY FILL 0.057 582 4 24+21 to 24+g3-Y16RPC-LT ROADWAY FILL 0.017 5 32+g6 to33+11-SR15-RT ROADWAY FILL 0.002 12 6 34+52 to 35+60-SR15RT ROADWAY FILL 0.008 111 7 37+43 to 37+61-SR15-RT ROADWAY FILL 0.003 29 $ 85+45 to88+gg-SR15-RT ROADWAY FILL 0.223 0.006 38 Q 52+Zg to 55+07-SR16-LT ROADWAY FILL 0.263 10 69+06 to 6s+34-SR16- ROADWAY FILL 0.013 106 11 17+23 to 19+17-Y17RPC-RT ROADWAY FILL 0.087 12 10+37to12+14-Y17RPA-RT ROADWAY FILL 0.094 0.034 100 13 53+57 to 54+g2-SR13- ROADWAY FILL 0.012 167 14 12+67 to 13+62-Y26-RT ROADWAY FILL 0.051 15 12+67 to 13+62-Y26-LT ROADWAY FILL 0.126 16 24+Zg to 24+55-Y17RP6-LT ROADWAY FILL 0.009 TOTALS*: 0.92 0.00 0.00 0.00 0.00 0.19 0.00 1539 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb V � � � � .. � V � 0 � � � � ����� �� ����� �������� �������� �� �������� CUMBERLAI�D, HARI�ETT, A1�D JOHI�ST01� CO U1�TIES ���� I-5986B TE PROJ.N0. .A.PROI.NO. 47532.1.3 BEGIN 1-5986B SECTION 4 (NORTH) zg�Z y�i d � Z'���� ����� � ��� �� 13 -- _-� ���'��� 2 � TO FAYE'REVILLE \ L �= w � SITE 1 SITE 6, 6A, 6B LOCATI0IK: I-95 FROM SR 1811 (BUD HAWKI11lS ROAD) (EXIT 70) o TO I-40 (EXIT 81). WIDE11t TO EIGHT LAIIIES. TYPE OF WORK GRADIIVG, PAVIIVG, DRAIIVAGE, SIG11tALS, CULVERTS, A111D STRUCTURES � WETLAND AND SURFACE WATER IMPACTS PERMIT SECTION 4 (NORTH) $��o�, �P� PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) ., � V � � O V � � � 0 s � a � 3 � a � T _ m � o°� N� ��, �� � �': SITE 3 �Z 6� 6 zo °v SITE 5 SITE 4 SITE 2 SITE 7 SITE 10 END 1-5986B SECTION 4 (NORTH) T� s� E9CRIP]'ION PE SITE 8, I 9,11 NC 1�]L]E°Il°E ]�]LAN9 DO N USE FOR RAW ACUUISITION 10 UMENT NOT CONSIUERED FINAL ESS ALL SIGNATURES COMPLETED P�epo�ed in the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Michael Baker Engineering, Inc. 8000 Regency Parkway, Suite 600 ADT 2020 = 58,900 ' '� Cary, NC 27518 Professional Corporation License Number: $0 2$ 0 $0 100 �Orap ADT 2040 = 75,700 LENGTH ROADWAY TIP PROJECT I 5986B = 11.865 MILES I N T E R N A T I O N A L F-,oaa �� o� ��,� K= ] % FOR DIVISION OF HIGHWAYS a�' �oo PLANS D= 55 % 2018 STANDARD SPEClFICATlONS p� o � LENGTH STRUCTURE TIP PROJECT I-5986B = 0.020 MILES SUSAN C. LANCASTER, P.E. srcNazuRe: � 50 25 0 5o too T= 24 %* � � PROJECT ENG7NEEA � p V= 70 MPH RIGHT OF WAY DATE: ROADWAY DESIGX TOTAL LENGTH TIP PROJECT I-5986B = 11.885 MILES ENGINEER �� �� PROFILE (HORIZONTAL) *(17% TTST + 7% DUALS) MAY 1, 2019 CURTIS TILLMAN, P.E. �p Qo� FUNC CLASS = PROJECT DESIGN ENG7NEER �� p����� 10 5 0 10 20 INTERSTATE LETTIIVG DATE: STEVE D. KENDALL, P.E. PROFILE (VERTICAL) STATEWIDE TIER JULY 21, 2020 NCDOT CONTACT P.E. SIGNATURE: See Sheet 1A For Index of Sheets See Sheet 1B For Conventlonol Symbols / PRELIMINARY IMPACTS / (SLOPE STAKE + 25F� DORIS & JOHN HODGES � o / � N / N / THOMAS HODGES / / �o�� / '� 8 PROJECT REFERENCE NO. SHEET NO. 1-59868 35 14W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED aelBa�kerEngineering,Inc. SUNGATEDESIGNGROl1P,PA. 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SUNGATEDESIGNGROl1P,PA. �� � ._ Re�e��r � ,o„o�� �,��,. a� / — _ \ \ \ JAMES RAY STEWART i ��� �� `� C7 ����� 4�� � �j a ��� `� �-\ � � � � � a \ i�/ � \�\ � __ �im\ol m � \\ � m — — — � m �� i �� , --- __-- ----' � \�--- -- — ---- {� � — � ---��---------- — __—'---- --- ----' -- �_ __ ' ____ - 50/LOR. _-- _ _ � � __ _ -___ - --- � - - ------- -------- � �-� -� �— — �-_ �_ C _�ILOR_= C- -L c - �—L� �—�,� �— �j � �q €7 f.7 � 67� a �Cl �:— ��t� ,. � � �� � � �—�� � �—���� <3 � � ---- c c f� � �3 a a �� C� ct � a F _ � a � - — — _ _ -� � F F F � = � F � €j / fl POSSIBLE JB �±y � � � a � —���- 18' RCP d� DI I5' RCP ❑ � � � CONC. 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X X X X X X X_ X X X X_ C N WAL�Dhr AV(E2B`P.M/EB--.4 _ _ — �� C � C C - - - - - - - - - - -- - - - - - - - - - - - - - - -- --�1 — — _ -T_ _ _ -T- - - —T- - - - - - - - - - - -� Century \ \ \ \ � � U f f B \ e BI ?\ � ETLAND � e•p� � � Br � g2 z� \ / F F / / ? \ MqNFN \ DENOTES FILL IN WETLAND \ \,. ..,� '-�C \ \�1 s \. \ \ � � F\ \ \ e \ ��° ,A � F,�\ \ � JAMES RAY STEWART � � � � � 0 1390 + 50 -L- � SITE 9 I I I I I I 200 Q� SITE 8 WETLAND WBS g STREAM DRIVING BRANCH —� 3 FILL IN WETLAND / � � �- PACTSJId�SURFACE WATER 18� 3�1 , � i / 170�— — —�__—_ J( 160 � � 140 � 120 � 100 80 0_025 60 � 40 0.025 -- 5. � 5.� - 0.025 �—�— 190.22 20 0 20 � u i M � \ `�: % � } \ � � � \ � � J � —�� � � � 40 60 T 80 100 � 120 T 140 0.025 0 Z g � W 3 WETLAND AND SURACE WATER IMPACTS 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 1252+48 to 1265+g6-L-LT ROADWAY FILL 1.50 2 1252+25 to 1263+87-L-RT ROADWAY FILL 0.20 186 3 1260+08 to 1260+65-L- ROADWAY FILL 0.78 4 1284+24 to 1285+34-L-RT ROADWAY FILL 0.01 < 0.01 48 5 1316+85 to 1317+00-L-RT ROADWAY FILL < 0.01 64 6 1344+69 to 1346+45-L-LT ROADWAY FILL 0.02 192 6A 1347+1g to 1349+60-L-RT ROADWAY FILL 0.04 174 6B 16+70 to 17+70-Y18RPD-LT ROADWAY FILL 0.01 28 7 1375+48 to 1376+00-L-RT ROADWAY FILL < 0.01 8 1387+7g to 1391+45-L-LT ROADWAY FILL 0.03 69 9 1387+7g to 1391+45-L-LT ROADWAY FILL 0.10 10 1391+47 to 1392+7g-L-RT ROADWAY FILL 0.06 11 1387+71 to 1380+g6-L-LT ROADWAY FILL < 0.01 162 TOTALS*: 2.44 0.31 923 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS 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 1252+48 to 1265+g6-L-LT ROADWAY FILL 1.501 2 1252+25 to 1263+87-L-RT ROADWAY FILL 0.199 186 3 �2so+os to �2so+s5-�- ROADWAY FILL 0.778 4 1284+24 to 1285+34-L-RT ROADWAY FILL 0.010 0.003 48 5 1316+g5 to 1317+00-L-RT ROADWAY FILL 0.005 64 6 1344+69to 1346+45-L-LT ROADWAY FILL �.01$ 192 6A 1347+�g to 1349+60-L-RT ROADWAY FILL 0.037 174 6B 16+70 to 17+70-Y18RPD-LT ROADWAY FILL 0.010 28 7 1375+48 to 1376+00-L-RT ROADWAY FILL 0.003 $ 1387+7g to 1391+45-L-LT ROADWAY FILL 0.029 69 Q 1387+7g to 1391+45-L-LT ROADWAY FILL 0.096 10 1391+47 to 1392+7g-L-RT ROADWAY FILL 0.056 11 1387+71 to 1380+g6-L-LT ROADWAY FILL 0.009 162 TOTALS*: 2.44 0.00 0.00 0.00 0.00 0.31 0.00 923 0 0 "Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb � � � � � ., � V W O � � � � .. � V � � O V � 0 L � t � 3 � L a T _ °'a � O�p N� , �� �� HYDRA ULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PrePored in tne office of: A�T = DIVISION OF HIGHWAYS $O 25 O $O 100 ADT = t000 Birch Ridge Dr., Raleigh NC, 27670 �� �O�pyij � � � K = O/o 2018 STANDARD SAECIFICATIONS a@� � �o PLANS ;� � p = o�o r.E. O — srcNazuee: � '� T %* RIGHT OF WAY DATE: � � V= MPH nxo�ecr eNcrxEee ROADWAY DESIGX PROFILE (HORIZONTAL) * TTST = DUAL ENGINEER ����p o��� p FUNC CLASS = LETTIIYG DATE: �� p����p PROJECT D&SIGN ENGINEER PROFILE (VERTICAL) STATEWIDE TIER PE SIGNATURE: � 6 � � � � � � s a � 3 E a � si �a s� N� \0' �� — _ _ _ 5��� � � 1 ' PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) � E�P W MON IP MARY L GILLESPIE LACY MCLAURIN HEIRS ETHEL B MCLAURIN CMH HOMES, INC TINA P BELUSH BILLBOARD � �� �� I � � � � \ _ _�� ,r� • & ISBW a,�N-� � 1� _ _ _ _ ' SY/1L _ `W � � � � .. - IN -. .. _ _ _ _ _ _ � � � \ U� � �'. ,M � \ . WOODS .. BILLBOARD � w �� SITE 2 a 4 � WOODS w000s � E c�; � aiw rnoN � � �� — — — — — � ���-4 � I � C3 Q � �8 WW ISB�W �1�, � � -- r., �— � ��tJ�3 � � S Q — ------�— I-A5 NBL VPR 857 ___ 1__ � � �_ INV (FE51=124.BI, — — — — — — — — — — — — — — — — � — — — — _. .. .. .. .. a � F .. .. .. . - d ,,1,.,�� � w000s _ . � � .. . _ .. .. . . .. � . � � SITE 1 � � � II � � � r� � W000s i W000S ' . . . 48•WW & ISBW � �— — � —� — — — � .. .. .. .. ,.�� .. .. .. .. _ . _ — — — — — _ — _ _ — — _ � 2• � 50/L ,, �,, ��r — — — — — — — — � —� _ _ =30'�aCCE�S -0IJF�LLTlIwFIY �A�EMENL — _ — � � W— __µ._�_______ ----_--_ ___ _ — _ �_---_ _ _ "'h1 . .. . .. .. � -- W w --. — — — _ �— — �z��— PB 124 PG 18B � \ A— _ \ _ — — _ — — — — _ _ — _ ' _ — P. EE EE �O T — _ . 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SITE 3 7 CLF & SBW CONC -� `� � coN WATER / CONC J TOWER / c EASTOVER SANITARY DISTRICT � 1 1 � �, INV (FESI w000s \ CITY OF EASTOVE -- , .-X �_X_X—X— _X��x i w —x—X— . �` 0./W IAON � ��� f � � � �� � � � � �` � C � � evn� �� s�� � ��--k �� �—a�k� � — `�— —. —� —.�. �— WETLAND WF STREAM SB CHARLES G MCLAURIN KENNETH A MCLAURIN �DENOTES IMPACTS IN SURFACE WATER F F DENOTES FILL IN WETLAND � � 6 � � � m C � � � � m � a � 3 E a � �, �a s� N� \0' �� PROJECT REFERENCE NO. SHEET NO. 1-5986A 6 RNJ SHEET NO. ' ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 50' 25' 0 50' 100' dNC�Ng1�1L1E lE Il�1L�NS 8� DO NOT USE FOR 8 W ACpUISITION I SCALE:1"=100' � PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � MichaelBakerEngineering,lnc. 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TURNER LORENE TURNER BYRD WOODS . . �w_4 � , _ : �,n� /05' BS7 \ / \ / \ / AMANDA C SMITH \ CAROLYN R SPICEY SITE b LIFE ESTATE WETLAND WK \ i� � � — � �� � �',� '� �,� '� — � � — � � —� � — � � � T � � � � — � � —`� � — � �� �� �� �v� ���� v� �� �� ,���� WETLAND WJ \ � � � / /CLIFTON D MCLAURIK � �� � �� � �� � � � � �k � �`� � �� � � w000s \ KATHLEEN MCLAURIN `K � � � �K � E E E F F F F F E E E E E E E E E Exisrirvc iw -�. .. - - 1�R�� �� �� �� 7�X ��� �C— X—X �— �— �—X�x �— �C— �C— �� � T T � � � � � _. < <. � �. � , < < < < , . . .., — — —,� . .rz..rz. — i-ss se� sr esr ia esr — — �-- � `—'im�, ,.,— � 0 � s a � � E a � _ �a s� N� �� � CLIFTON D MCLAURIN KATHLEEN MCLAURIN r-As Ne� .n�asr SITE 5 w000s � � �`K � �`� � �� � � � � �`K ��� � �`K � � � � � �`K � ��w o �� � � � � � �j �% � � � � � ` \�`��,�������� �� '�� `�� `��v��� WETLAND WL����v����� '��,�`�`�--s,� ) � � ,K � ,k � `K A�r1ANDA C SMITH ��K �� � �� � � � ,� SITE 7 � � � � � � � � � � � � � � � � � �� � �� �K �� �� �SPIC EY LIFE ESTATE �--�--_� _ _, � _,�w�—=�--�---� —�--w�e� �—�'—� —�--=� --w� —,—�—''- � —`� �--`�—w�e-1�___� __, �_�,��_w� ��8 F F DENOTES FILL IN WETLAND \ � 6 � � s a � � E a � _ �a s� N� �� � \ PROJECT REFERENCE NO. 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SITE 8 � ol WET�AND WR � � W HAND 3 140 CLEARIN�� FILL IN WETLAND � 130 � i _ _ — 120 I� I � I i I a I i I i I i I l I l ; � 140 � 120 � 100 80 � 60 40 20 �- 0 � 20 40 60 � 80 100 120 � 140 CL STA 187+00 —L— � 6 � � � m � � � � � � � � a +� 3 E a � s �Q o� N� �� � �H. -� � � — ��— — — — — �f r — �_ — — �JS�� �_ k �k� � PROJECT REFERENCE NO. SHEET NO. 1-5986A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dNC�Ng1�1L1E lE Il�1L�NS DO NOT USE FOR 0 W ACpUISITION \�/ � I/ � '� S I T E 8 � � / � \ � � �X � X �� � X � g 8" � R� I�W � � � � �Q I DOCUMENT NOT CONSIDERED FINAL P UNLESS ALL SIGNATURES COMPLETED � � � `� � �� C' � X�X � � � � � � � � � � � � � � / 25' 12.5' 0 25' S0' ���X � ��X � � � � � � � � � � � � � � ,� � � � � � ,� ��- SCALE:1��=50� � � �� � � � � � � � � y ��� � � `� � � � � � � � � -�` �—� —� —a�M � � � � �� � ���' F � � �`� `� � �'�— � WETLAND WR ��� --- ------------� ��. .r�: �r� �1 � � � � � `� � `� \ � � � `� �i � � � `� �i �i � � ��� �i � � � `� � �i � � � `� \ � � � � � � � � � � � ��� � � � � � � � � � � � � � � � �i � � � � �i � � �i � PRELIMINARY IMPACTS � � `� � � ' � � � � � � � �,5� � � � � (SLOPE STAKE + 25FT) � `� � �X� � �i � � `� � `�-i � `� `�-i ��X�X�-X� � � � �3 �\ � � � � �� i II _ _ � � \�� � � \�� �� 48 W & gW X� � � � _ _ — — `� _ � \\\ � � � � � �� \ \ // �/r��'� � � � �� g�„ �,� ,� \� � �`�c� / � � � �� � � � � � �� \ \ �T � � � � � WETLAND WO �3 � � � � � \�\ � �\� � ���3 ��\ \\ `� , � � // ,� �. � \ ��T � --- - �_, " � � \ �� � -� DI CON � - - - � � 1-95 SBL 47' BST 1-95 NBL VAR BST l5 f�� � _ � � \� ��" � \ � \ \ \ c� X X �<� \92�CP� � � ____— \ � � �� 4�WW �&�ISBW �� � � ` � `� �ARY �EASL\,� Y � `� � �'`'�;1- - � � PA\� ELA E STEVEf�ON � � � � � � � � LARRY B�ASLE� � � � � � � `�fIMBC�LY A�iBEAS� E� � � �`� TI THY BEASL�EY `� � � � � . �U�AN �ASL� � � � � � � � � � � � � � � � � SITE 11 � � '� � � � � � �\�� � ��o� � � � � �� � ���i�� ` � � ` � � � �� � ���� �� ,� �. � � � ,� �, � � � YKtLIMINAKY IMYA(.IJ (SLOPE STAKE + 25FT) II WII - �I� I I � � � �� � � WETLAND WQ � i � �� SITE 9 � �� � _� � �� � � � � �W�6 � �/� � � � � � i -' �� � � � � ����� � � � —' � �� .�, , � � � � .�, � � � 1-95 SBL 47' BST �� � �� � � � � � � ���� � �NC�Ng1�1L1E lE 1�1L�P \ \ \\\� \ DO NOT USE FOR 8W ACpUISITI \ \ \ \ ��� � ��� �� � � � �, DOCUMENT NOT CONSIDERED \� \ X \\ UNLESS ALL SIGNATURES COM � ' � \ � �� � � ��� 25' 12.5 0 25' S0 � �� \ �\ \ \\ `��l�E: 1 "� 50 � Q � \ � � � � � �� �� �� � ��� � �� / \ \ �/ � _�___ _ � � / � -- �\ �'�—� '� � � � � � � � coNc \� \� \\ ��\ � � \ � \ � �� - �— � \ —� — � CONCDI 1-95 NBL VAR BST = rt�— � _ � \� � � � \\ � � � � ��n \� � 6 � � � � � � a � 3 E 0 � s �,a o� N� �� � \H � \� ��\ � A� c�� �\\ \ \\ \� �� � �� � � � � �� �s� � � � � � ,� � � \ �M � �� \ �� w<e � 5��,\ —�,� , � / � —��F`�, / � \ CONC \�� / / � � F �;3 \ � �� o � � � � �� � � � � � � ��� \vv�iu�v�u rry I II� \ � � � � STREAM BAKER SWi �\�\\\ II°� �� D� �� ��� / � Q � � �� � � �� \ ��� �� ��X ��� \ \\ ��` F F DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER -v �J T T T T l2' BST ��I T I � � X�X�'<— = �i � 0 SITE 9 WET�QND WQ Z� g � _ . w �40 3 CL STA 201 +00 —L— SITE 10 I z WET�QND WP � � W 3 � - -FILL IN WETLAND ________________ ►j FILL IN WETLAND � �� 130 I_ -------------------- _____ � —_ -----! _ �� — --- -------- 120 I� � V � ! � ! � —� I �! 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LARRI� &.. � 4�) � � � ,�� � 1 e {� � I� WIFE DIXIE Bl1RGE'TTE� � � � �� ,y� l � 1 �I � ll � �/� _� �_', 1U�.1 o I � � I � ��\ a � 4� j� �w000s '� � � � � � � � q� ��, � ,�, � � � .,�I� � , Ma 1W0 E�� � � �� ��i�� � � r , �, � � � � � - - - - PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) � � � � ��� _ �� - -� ; , �- � �, � � � ` .�� � �-�= � ������� � � ��� � �, � �/ �.:\, ��� ���� � -�- ; � )� � '� - g����<.r � < � ' „ �1,j�/ . ���� - �� �� ..- = - �DENOTES IMPACTS IN SURFACE WATER r I ALTMAN, DORIS ELLEN LIFE � '' ��� i ��� � � �i � � C ORD 0 � ro r� n +� 3 n � s ma o� N� \0' �� \H PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) — � � —X—X—X—X—X _ X _X _X. —_--__—T� ----_ 1I � I W � i N �i �_J a o� � {—X— F F DENOTES FILL IN so� 2s� o so� �oo' ' WETLAND � DENOTES IMPACTS IN SCALE:1"=100' / SURFACE WATER �� P� � �� Mic — — � — �� � � � � WETLAND WETLAND WAS SITE 28 WAS �, , SITE 29 � `=�''' �— � -� — � � � � � �� �������� �� ����� �� : � —�_— � i � � .� � ` STREAM SH � ,� � .� � � � � '�,' _ r, .z. .n: .,� � :� :,—�; �4:r 0 E E E � �— �— �� � �— �— �— / FEs ° -- — — /-95 SBL 37'BSr _ . 1 r r � ___ ___I-95 NBL 37'857-- -- � W/ISBW X X X X X X X X X X X X X --- ------� IS" RCP� �18' RCP� — — -- — — — — �� _ — — — _ — � I � � � > � — �2� � �� i o� i o i �i-� i 3� �� � �_ _� i z��l III I o I�� � - wii m �i� � � I��i� i I�{�so��,,,t,,,, � � .f. ,,.. ,�, ,�� w000s I � �: � I � I I I I I I I w000s H WO _ R—R �— e�c� io� esr �E� DIT 3S'BST — -- MTL 7 7 --__— _ l05'BS7 �Y!/ISBW �, X X X — �BPoCiiW— — _ ____ X X X X X X—X— ____—SR I86U GORQON WILLIAMS RD 20'BS7 — -- n — — CONC HW � I � � — _ — _ _�' r I W I � � � SITE 29 �= i� i N ISTREAM SH BRAXTON,CLARA GAYLE M ' ' ' ' '' ' ' ' ' '' ' N �V/ISBW X_ r °o rti ro r� � ❑ � 3 n � s ma o� N� \0' �� \H � RNJ SHEET NO. F F DENOTES FILL IN ' ROADWAY DESIGN HY[ WETLAND SO� ?S� O SO� �OO� ENGINEER EI. � DENOTES IMPACTS IN SCALE:1"=100' dNc�a���.� ���.f /� DO NOT USE FOR 8 W ACpUI: SURFACE WATER � P� � DOCUMENT NOT CONSIDERI — UNLESS ALL SIGNATURES CG — MichaelBakerEngineering,lnc. SIINGAiEDE: — — oo ae8e��r P�v i�i � ca�axcz�sia PRELIMINARY IMPACTS � �� ������u F,�� (SLOPE STAKE + 25FT) � � �� � � � WETLAND WETLAND WAS SITE 28 WAS _ — �—; �""- � —�7 � � � �� � ��`� � � SITE 29 � � � � � � �ti��_�,."����� �%J � .. � ,V.:� .a � ���� V =' l ����'M �;.;�.� � `�- �—�`�—� � I _ � -- (� — -- � Ir/ � / � � � � � �i� � ��� ,� , i � °i � ��\ � � �' �.� � � ;� j� ,�� % � � ��� r�� ���'�'�= �'� � � �` ='�`�� �� � � � �`I � � � � I�,� � - � A � � �.ti a � � � � �� � � ,- � � � � � � � � .. ; � � ��� _ ��� ,�� �� J � `�7���'� � I � ������ '�- � -� � '',� STREAM SH �\ '� � /� \ ����V �� '� �°'� 4 � � � �� (� � (l' � � / ` � I I � / ����^/ ALiMAN. 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TALMAGE S, MARY B RICE & DEBRA B MOORE SITE 36 E— ' /�3 P� � � / / � � PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) � � � J�� ,. � � ��? � - �� �� �j^ l / � � �� � �� a� ��� b _. � BAGGETT JR, TALM� � / ^ \ � I MA�Y B RICE & DEBRA 8 MOORE� �� � peeos j �,' ��� �, ��r �� �-r � A� � i \ � �\ _.,. � � . � �_ � � � �_ \ �` — � ^ =3 ::�— —. _, — i-.�..—. :: ��\ �� �`r- _r'��� - �:,t - _ - - - _ � ,� - i��- ---- -,i, �\ � �- -- - -- - ----- -+-- t� _ � -,RD l8'BST 3E —X� X X X X X `�. — — _ — — ------ F F DENOTES FILL IN WETLAND � �' �- ,� �. � �I ��.��� ( � _� � � Z � - _- . _. .. � �- - � �� , � Riw � exw^� ..r,, 5— — I /�3 P� � � u �� � � �- - -���..-� � � � I i''; % � � � � � c ti �I BAGGETT JR,TALMACE,S � �� .� q �Y B RICE & DEBRA B AkD�E � —' � � -J - � ��,y� � �'� - - --L- ----'T'�--- - _ -,;,i :-=-- - -_ _� - =-T x-- ? �- � " - - — / - WMPSTER RD 8' B5T � � � . 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WOODS �M � — _ � _ j� — WEEKS FARMS INC PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) � 0 � � � � � 0 � 0 � _ �a o� N� \0' �� PROJECT REFERENCE NO. Sf �--� ,� \ 1-5986A :�:..�""� — _` _ ' RNJ SHEET NO. R � ROADWAY DESIGN HYDRC ���� - ENGINEER ENGII � — �- __ � �-r.-\ /a�w � � — � -- 1�T������ � �d.�l SO� �LS� O SO� �OO� Dp NOT USE FOR 8W ACpUISITI /q�ZN �j� i — � Aj �i � i /� o j j� � � � -,� �' / SCALE: 1" =100' /� 1 //i .' // /� � ��/�,.� �//// ; s� �� � � ���/�/�, �.% IIAI� / {/(/' / / �J � � / , � � I � � 1 �1.� j// � � / / / DOCUMENT NOT CONSIDERED � es �� ��/ / � � UNLESS ALL S16NATURES COM �9 T�;�-� �/ //�'y� //' / /� P� MichaelBakerEngineering,lnc. 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FILL IN WETLAND �-j j� � � � � � 150 I I -------=—_J.-- --- _ �-------------------------� _ ----- -- — � — 145. . 149.46 \ � - � � 140 � I 140 120 I 100 80 � 60 � 40 20 � 20 40 60 � 80 100 120 � 140 � � / PROJECT REFERENCE NO. Sf 1-5986A RNJ SHEET NO. ROADWAY DESIGN HYDRC DENOTES FILL IN ' ENGINEER ENGII F F �n/ETLAND 50' 25' 0 50' 100' � �N����II'� ���"�Z 8 DO NOT USE FOR 8 W ACpUISITI �p,0 SCALE: 1"=100' DOCUMENT NOT CONSIDERED UNLESS ALL SIGNATURES COM MichaelBakerEngineering,lnc. SIINGAiEDE51GN WETLAND ��se�e��rP� '� - � N�z e� WBC r� SITE 41 � � a �—,� ,� �—�,�— w�---�--------- �a� --�--� / `K � � � `K � � � � STRICKLAND, COURTNEY CHAD Q I `� `K � � ,� � � � `� � � � � � � �� � � I� � � � � � � � � � � � � � � � � � � � � � � ��� � e� � e� � e� � c� � � � � e�� � � �� �� � � ��� � � � �,� ���,�e�� �� � � � �e��,��s�,� � � ,�� e�� e� e� � � c� � � � � � � � �' ° � �P. c� , � � � � � � � ��sr��� R __ .. .. .. .. .. .. .. .. .. F F- _ _ � WoODS F F F . 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' �'_ ' v ��T 5 . m:.. ._ .. - ...- -. .. _ -- .. _. .. _ _. __ _. . . .. .. .. .. .. . .. .. -- � ..' _ '- .. . .. . ._ .. ,. . o. -� ' �� ' SBW � -�rs�9G fiv'� - - — � � .. 48 W � SBN�-.:. � __ � . �—��� _� , —� �—� -�=�> �.. —=��—� x x x v � —x �—v� � � �: - ;F— x — � x x==.� � x _ n u � � . � � i ��i� <� _— / �: r'-� W�EKS FARMS IN� / �6�i�� �� -� � ( „ ;a 1� � � I\ � � � ` 'tae ��/ �� � .8 L98'� / � ) � / � �\6<. / � � '� � '� �� �� � � �' _/ �, i � � — �- � � � �_ �' � �— - _ PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) �i � 0 � � � a � � � 0 � � E 0 � _ �a o� � �� �,�. � I � I � I � i_ SITE 41 _ �I W E T�_A N D W B_�_ Z ,, g � W � F1150N WETLAND �i �� —�-- 145---------- 140 � � 140 120 � 100 � ��--- _ _ _ _ _ � � 80 � 60 � 40 CL STA 738 + 00 —L- - — — — — — — — — — — — — — — — — — — _ _ 149.67 _ � _ � � 20 20 40 60 � 80 100 120 � 140 C 6 � � S ❑ � � E ❑ � S O�Q O� N� \0' �� C O � � � S ❑ � � E ❑ � S O�Q O� N� \0' �� � � s a � � E a � _ �,a o� N� \0' �� � 6 � � � C � � � r �i � a +� 3 E a � �, �a o� N� �� ��. —� _ � ° -- I L :I � �b 4r z:E � — —= ��� � — — � %-- —� — — I I I I I I I I I I � �,� � � >��' o���l ;I I I ,�'f� � _2 �~¢II O I � �� j � �� 1�-� 1��i FoNc oECK I' I �I ! � � ¢ONC DECK �� -� � u��� �� ia,�u ti� �L 1 _� __ � ��ii; �roNc oecr -- �i�l —� I��� I �� _ C �� I%�� CbNC DECK _ -� � � � li �� �I _— = f I i�& �I I I _�, ��� ��ii� =�� l6' f I f i��"'��� � � �� _�� � � —_ -- �I� ; `P"` °E��� � —� j "I�' � i I � F` ���� ��ONC DECK I�I III � _ }- ,�--�-�;I�; �� ���i���� � I ��`;� ;� `� `\�� T I I I �H� � I / I I I I I I I .I I I I I � PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) F F SITE 43 PEGGY M HILL JOHN ADAMS CARTER SUSAN CARTER CANADY MICHAEL D CANADY � � 50' 25' 0 50' 100' SCALE: 1"=100' DENOTES FILL IN WETLAND WETLAND WU j� � // //ry�: �� .� ����//`�i PROJECT REFERENCE NO. SHEET NO. 1-5986A 67 RNJ SHEET NO. 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Se 1 , IU ( L � � � ,� —� �� � � � ��i / �2 I49— ` — _�5,�_ �51�_ _ � lci— _ � �. !� 5 ���j� ��i� � — � �� L47— 42— 49� — S� __ _ _ _150— _h9 / � �' � � ��� I �� —146 ��A/� i48— J48— 149— . 1— � '���j�����= � � � ,; .� ` E , — � — �: se,� � —a�i�� — ���%f� �'�' � i I — — — — — � �a //�- � / c&c �-- } ,— s ue—eei � Esi ei � b 4 6> `—r =�i — ' � �� ��/J �� ��� bbl Sb �tl 6bl_05C� — S �—__ _ `___ � IS lS � �_ \I �F,��N � _ _ — —r J��._,�__ �i—, � — . �_—� �/ ���' /�' �/ / � f� �i '�`^-�_ f---- i..� .... 3 �Cai��� /i // ,/.. � / _ ` -� ���� — , " � —� v� �_ � � f' — ��{�- =� ,— ��/ ', � i ".� —� -- � � �r�� — —' — ' �`�a � -- = �,�ij % � � �J G � —� �_ � �— ,;;— _ ~ � — �. � _' � � _ --- �— � ��'— � — —/ �_G�— ,�� ��- _ T=�= � _ , � i .. _� , —� �s, t— � � f � � �l � \ � �� -�--7�=� '.— �� �—� � -�-->`_�— � � , � � � �`��� � \ - 1 �������_7`��_��`� ��=%L �'—� �� /�� ��i �_�_� ; ,�\�����.��\\\��. , � �� � �` '__� ��I -1--� �rt� �- �—� —�—� _ \ ��`�\�v . \ '� \`�\\��\ � '� '�\\\ � � _ ` � v� � - .. —�_. . . , � _ \ �\\�\\ ��1�\\\� �\\ 3� � � �` � ` �\ � — ,� l: 3 � � ,� _ S��\ �\\�'\\� \ ��\\\ �TL\ ` `�� � =`�—� � �� �,. � �, � �—� \ __ �\ \ \ \ ��\�\�\\\\,,.. � ..\ �,. \ \ \�� ;. � ��,' \ R�P � _ �_ _ _ � \ � �\� �\_ \ a� \ \ \ � � —�- ] $ � W . �. �,\\ \\\ \\ � 1� \ \\ \ , \ \ . � \ �� � 9 "WW \\� \\\\\,\�� �\� }\\ � l`'� � �\�. \ \\� C � .. \\\�'�\ �\\� ���� \\\�\\ �\ \ �\\\\\\\ \\\��� � � \ \ \ � "���\\ � �. � � \\\, \� \ �`\� \\� \'� ' \ \ \ � \\��.���\\\\�\ \\`�� "� \ �\� \' <; ��� � A ���V „ _ � �� ��\ � ���`V� �\�, \� \� � ��A� �� � � �� ����� ;�� \ � \ � \ � \\ \ \���\\�\ \\\��� � � � `\ \\\ \ � ��\V - ����VA� �V� �� �� � � \� \\\ i�� �\�`� ��` \ ��\�� \�� \ \\\\ �\ \\\\\����\ \ \\ \ '\�� \ \� \ \ \ S> \ � � \�\\\���\��\��s�\ ��� �\ ` �� `� ti � �—� g �" s� �.:_� �5� � WETLAND AND SURACE WATER IMPACTS 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 90+87 to 92+10-L-RT ROADWAY FILL 0.02 2 91+gg to 100+06-L-LT ROADWAY FILL 0.23 3 94+37 to 100+20-L-RT ROADWAY FILL 0.16 < 0.01 38 4 108+26 to 114+34-L-LT ROADWAY FILL 0.08 5 118+98 to 133+53L-L-LT ROADWAY FILL 0.54 6 122+19 to 124+g4-L-LT ROADWAY FILL 0.07 7 121+32 to 127+68-L-RT ROADWAY FILL 0.65 8 186+19 to 193+09-L-LT ROADWAY FILL 0.17 0.17 9 199+16 to 202+54-L-LT ROADWAY FILL 0.18 10 198+56 to 203+79-L-RT ROADWAY FILL 0.37 0.04 70 11 11+89 to 23+93-Y5RPC-R ROADWAY FILL 1.35 0.02 63 12 213+68 to 222+17-L-RT ROADWAY FILL 1.66 13 251+91 to 253+32-L- ROADWAY FILL 0.03 116 14 300+64 to 306+99-L-LT ROADWAY FILL 0.13 15 301+32 to 304+90-L- ROADWAY FILL 0.25 138 16 302+03 to 307+02-L-RT ROADWAY FILL 0.18 17 351+049 to 351+95-L-RT ROADWAY FILL < 0.01 18 354+73 to 354+g0-L- ROADWAY FILL < 0.01 130 19 354+90 to 357+78-L-RT ROADWAY FILL 0.02 20 384+05 to 292+gg-L-LT ROADWAY FILL 0.28 21 405+58 to 405+78-L-LT ROADWAY FILL < 0.01 22 422+17 to 437+17-L-LT ROADWAY FILL 0.67 23 423+14 to 423+31-L-LT ROADWAY FILL 0.01 40 TOTALS*: 6.78 0.17 0.36 595 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS 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 #REF! (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 24 418+39 to 437+17-L-RT ROADWAY FILL 0.76 25 508+34 to 509+39-L-LT ROADWAY FILL 0.09 26 522+79 to 528+98-L-LT ROADWAY FILL 0.36 27 539+19 to 540+76-L- ROADWAY FILL 0.03 114 28 573+52 to 575+47-L- ROADWAY FILL 0.04 29 574+35 to 574+56-L- ROADWAY FILL 0.02 106 30 600+13 to 606+75-L-LT ROADWAY FILL 0.31 31 618+08 to 618+41-L-RT ROADWAY FILL < 0.01 32 622+48 to 626+94-L-LT ROADWAY FILL 0.48 33 625+60 to 626+52-L- ROADWAY FILL 0.02 101 34 625+67 to 627+43-L-RT ROADWAY FILL 0.14 35 640+37 to 642+41-L-RT ROADWAY FILL 0.02 36 642+58 to 643+31-L- ROADWAY FILL 0.01 67 37 660+09 to 660+50-L-RT ROADWAY FILL < 0.01 38 665+70 to 684+31-L- ROADWAY FILL 0.52 0.32 60 BRIDGE 0.08 38A 690+67 to 694+59-L- ROADWAY FILL 0.13 39 725+12 to 725+92-L-LT ROADWAY FILL 0.01 40 729+82 to 731+51-L-LT ROADWAY FILL 0.05 41 735+67 to 739+95-L-LT ROADWAY FILL 0.19 42 761+05-L- ROADWAY FILL 0.02 86 43 30+59 to 33+43-Y5LPDA-RT ROADWAY FILL 0.17 PAGE TOTAL FROM SHEET 93 6.78 0.17 0.36 595 TOTALS*: 10.06 0.25 0.78 1129 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS 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 90+g7 to 92+10-L-RT ROADWAY FILL 0.024 2 91+gg to 100+06-L-LT ROADWAY FILL 0.233 3 94+37 to 100+20-L-RT ROADWAY FILL 0.156 0.007 38 4 108+26 to 114+34-L-LT ROADWAY FILL 0.076 5 118+gg to 133+53L-L-LT ROADWAY FILL 0.536 6 122+19 to 124+g4-L-LT ROADWAY FILL 0.073 7 121+32 to 127+68-L-RT ROADWAY FILL 0.648 8 186+19 to 193+09-L-LT ROADWAY FILL 0.170 0.165 9 199+16 to 202+54-L-LT ROADWAY FILL 0.183 10 198+56 to 203+7g-L-RT ROADWAY FILL 0.371 0.035 70 11 11+gg to 23+g3-Y5RPC-RT ROADWAY FILL 1.352 0.018 63 12 213+68 to 222+17-L-RT ROADWAY FILL 1.659 13 251+g1 to 253+32-L- ROADWAY FILL 0.034 116 14 300+64 to 306+gg-L-LT ROADWAY FILL 0.133 15 301+32 to 304+g0-L- ROADWAY FILL 0.247 138 16 302+03 to 307+02-L-RT ROADWAY FILL 0.178 17 351+049 to 351+g5-L-RT ROADWAY FILL 0.005 18 354+73 to 354+g0-L- ROADWAY FILL 0.009 130 19 354+g0 to 357+7g-L-RT ROADWAY FILL 0.024 20 384+05 to 292+gg-L-LT ROADWAY FILL 0.284 21 405+58 to 405+7g-L-LT ROADWAY FILL 0.005 22 422+17 to 437+17-L-LT ROADWAY FILL 0.672 23 423+14 to 423+31-L-LT ROADWAY FILL 0.010 40 TOTALS*: 6.78 0.00 0.00 0.00 0.17 0.36 0.00 595 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb WETLAND AND SURACE WATER IMPACTS 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) 24 418+39 to 437+17-L-RT ROADWAY FILL 0.761 25 508+34 to 509+39-L-LT ROADWAY FILL 0.087 26 522+7g to 528+gg-L-LT ROADWAY FILL 0.364 27 539+19 to 540+76-L- ROADWAY FILL 0.032 114 28 573+52 to 575+47-L- ROADWAY FILL 0.035 29 574+35 to 574+56-L- ROADWAY FILL 0.024 106 30 600+13 to 606+75-L-LT ROADWAY FILL 0.305 31 618+08 to 618+41-L-RT ROADWAY FILL 0.004 32 622+48 to 626+g4-L-LT ROADWAY FILL 0.480 33 625+60 to 626+52-L- ROADWAY FILL 0.016 101 34 625+67 to 627+43-L-RT ROADWAY FILL 0.139 35 640+37 to 642+41-L-RT ROADWAY FILL 0.021 36 642+58 to 643+31-L- ROADWAY FILL 0.010 67 37 660+09 to 660+50-L-RT ROADWAY FILL 0.003 38 665+70 to 684+31-L- ROADWAY FILL 0.516 0.318 60 BRIDGE 0.080 38A 690+67 to 694+59-L- ROADWAY FILL 0.129 39 725+12 to 725+g2-L-LT ROADWAY FILL 0.012 40 729+82 to 731+51-L-LT ROADWAY FILL 0.054 41 735+67 to 739+g5-L-LT ROADWAY FILL 0.194 42 761+05-L- ROADWAY FILL 0.023 86 43 30+59to33+43-Y5LPDA-RT ROADWAY FILL 0.172 PAGE TOTAL FROM SHEET 93 6.78 0.17 0.36 595 TOTALS*: 10.06 0.00 0.00 0.00 0.25 0.78 0.00 1129 0 0 *Rounded totals are sum of actual impacts NOTES: PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) 2018 Feb Attachment E: I-5986 Buffer Impact Permit Drawings 31 V � � � � .. � V � 0 � � � � zg�Z y�i d � Z'���� y��OJ '� ��� . s� 13 —� �i �� 2 � TO FAYE'REVILLE \ L �= w � ���� I-5986B TE PROJ.N0. .A.PROI.NO. 47532.1.3 s� E9CRIP]'ION PE 0 � ���11 � � �P �Z � �Z 6 �= Z= _° o� SITE 5 68 SITE 6, 6A, 6B 4 BENSON SITE 11 2 �QN L p 43 SITE 8 SITE 7 ,o �, SM�THajF�O PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) • � � V � � O V C -o 0 s � a � � a � T _ m � o°� N� ��, �� � �': END 1-5986B SECTION 4 INORTH) INC�NgI�]L]E°Il°E ]�]LAN9 DO NOT USE FOR RAW ACUUISITION DOCUMENT NOT CONSIUERED FINAL UNLESS ALL SIGNATURES COMPLETED P�epo�ed in the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Michael Baker Engineering, Inc. 8000 Regency Parkway, Suite 600 ADT 2020 = 58,900 ' '� Cary, NC 27518 Professional Corporation License Number: $0 2$ 0 $0 100 �Orap ADT 2040 = 75,700 LENGTH ROADWAY TIP PROJECT I 5986B = 11.865 MILES I N T E R N A T I O N A L F-,oaa �� o� ��,� PLANS K � % FOR DIVISION OF HIGHWAYS a@ �o� D= 55 % 2018 STANDARD SPEClFICATlONS p� o s� LENGTH STRUCTURE TIP PROJECT I-5986B = 0.020 MILES SUSAN C. LANCASTER, P.E. srcNazuRe: � 50 25 0 5o too T= 24 %* � � PROJECT ENG7NEEA � p V= 70 MPH RIGHT OF WAY DATE: ROADWAY DESIGX TOTAL LENGTH TIP PROJECT I-5986B = 11.885 MILES ENGINEER �� �� PROFILE (HORIZONTAL) *(17% TTST + 7% DUALS) MAY 1, 2019 CURTIS TILLMAN, P.E. �p Qo� FUNC CLASS = PROJECT DESIGN ENG7NEER �� p����� 10 5 0 10 20 INTERSTATE LETTIIVG DATE: STEVE D. KENDALL, P.E. PROFILE (VERTICAL) STATEWIDE TIER JULY 21, 2020 NCDOT CONTACT P.E. SIGNATURE: ����� �� ����� �������� �������� �� �������� CUMBERLAI�D, HARI�ETT, A1�D JOHI�ST01� CO U1�TIES LOCATI0IK: I-95 FROM SR 1811 (BUD HAWKI11lS ROAD) (EXIT 70) TO I-40 (EXIT 81). WIDE11t TO EIGHT LAIIIES. TYPE OF WORK GRADIIVG, PAVIIVG, DRAIIVAGE, SIG11tALS, CULVERTS, A111D STRUCTURES BUFFER IMPACTS PERMIT SECTION 4 (NORTH) BEGIN 1-5986B SECTION 4 (NORTH) See Sheet 1A For Index of Sheets See Sheet 1B For Conventlonol Symbols C O � C N > � N ❑ � E Q � _ V O�m OlD N� \p' �� \ \ \ \ \ .\ � \ M \ \ \ \ \ \ \ / \ o \ v \ �� / \ \ \ \ \\\� \ -/ - r r MTL r � r �- PRELIMINARY IMPACTS (SLOPE STAKE + 25FT) � � PROJECT REFERENCE NO. SHEET NO. 1-59868 44 14W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED aelBakerEngineering,Inc. SUNGATEDESIGNGROl1P,PA. �� � ._ Re�e��r � ,o„o�� �,��,. a� / — _ \ \ \ JAMES RAY STEWART i ��� �� `� C7 ����� 4�� � �j a ��� `� �-\ � � � � � a \ i�/ � \�\ � __ �im\ol m � \\ � m — — — � m �� i �� , --- __-- ----' � \�--- -- — ---- {� � — � ---��---------- — __—'---- --- ----' -- �_ __ ' ____ - 50/LOR. _-- _ _ � � __ _ -___ - --- � - - ------- -------- � �-� -� �— — �-_ �_ C _�ILOR_= C- -L c - �-L� �-�,� �— �j � �q €7 f.7 � 67� a �Cl �:— ��t� ,. � � �� � � �—�� � �—���� <3 � � ---- c c f� � �3 a a �� C� ct � a F _ � a � - — — _ _ -� � F F F � = � F � €j / fl POSSIBLE JB �±y � � � a � —���- 18' RCP d� DI I5' RCP ❑ � � � CONC. II � � � � � a � E 2 U _, o� � --- /-95 SBL 495'PAVED ROAOiNAY l JS NBL 4YPAVEO ROAOWAY — — --- -- ---- -- a —� —� a a F X X �X� X �7:��3���X � f3 �� � � � // � Century Link, Co �r� _ a �_�_ _ - - - - - - -_ - - � / �� - - - � � /� , - - � 8" PVC ss �s� � a / � /��/I r�" � � - � � Q � ���/�� � � � KEVIN RAY PRICE � �t� m� ti� � �5�� � � � .. � � A �� �6 �' � � �`F`3' ��e� '. ��,�°/ '� � � � WETLAND WBF � / � /�' � � / ��' �r�2� � �� `v' / � � cMJ� 13 /�/�y2e � � � /� / �� �3 � � � � Q\ � °��e � ���� 9y � � a� a —� c�—� a a �� 4`�',,, � � � � � _ — — C --_ -- F � -X X�X�X X F X X X_ X X�_ �� N W?LTON AVE 20.5'PAVED ROAOJ✓AY / \ � -� _/ _— BZ ���� �� \ \ �. . . � � � -�r \ \�� s \ \ \ � \ F\ \ \ F \ ��� ,� � F,�� \ \ ������ ALLOWABLE IMPACTS ZONE 2 / �"11 `,� � �O 2 50' 25' 0 50' 100' SCALE: 1"=100' � -------- DI ol conc — K� _�'X--=�3E= _Z! X X X X X X X_ X X X X_ c N wu� av�Ze�-Pav�a-,� _ _ — — �� C C C C - - - - - - - - - - -- - - - - - - - - - - - - - - -- --�1 — — _ -T_ _ _ -T- - - —T- - - - - - - - - - - -� Century � \ � � ��E\\ SITE 7 Bi, \ \ BI? e2 Z \ 8 p�C STREAM SP Br, � B22 �� fqM\ � ��� \ r� �,\ / � � a � JAMES RAY STEWART � � RIPARIAN BUFFER IMPACTS SUMMARIf I M PACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT � 2� � 2� � 2� � 2� � 2� � 2� � 2� � 2� ft ft ft ft ft ft ft ft 5 �s�s+2� to �s��+5a-�- ROADWAY FILL X 4419 5255 9674 6 1344+24 to 1346+g4-L-LT ROADWAY FILL X 14343 12530 26873 6A 1347+68 to 1350+09-L-RT ROADWAY FILL X 13546 10120 23666 6B 16+61 to 17+g6-Y18RPD-LT ROADWAY FILL X 3684 2921 6605 7 1375+g2 to 1376+60-L-RT ROADWAY FILL X 688 688 $ 1389+73 to 1391+g5-L- ROADWAY FILL X 6599 3531 10130 11 1387+21 to 1389+73-L-LT ROADWAY FILL X 8639 3995 12634 TOTALS*: 19657 13469 33126 31573 25571 57144 0 0 NOTES: Revised 2018 Feb Rev.Jan 2009 Rev.Jan 2009 Attachment F: I-5986 DMS Mitigation Acceptance Letter 32 Attachment G: I-5986 30% Hydraulic Design Review Meeting Minutes 33 Minutes from the 30% Hydraulic Design Review Meeting I-5986B Section 1(5877) in Harnett County Apri117, 2018 NCDOT Division 6 Office 10:00 AM —12:00 PM Agency Members: Liz Hair, USACE (present) Joanne Steenhuis, NCDEQ-DWR (present) Participants: Steve Kendall — NCDOT Division 6 James Rerko — NCDOT Division 6 Sean Matuszewski — NCDOT Division 6 Scott Pridgen — NCDOT Division 6 Greg Price — NCDOT Division 6 Rusty Marsh — NCDOT Division 6 Paul Atkinson — NCDOT Hydraulics Matthew York — NCDOT Hydraulics Susan Lancaster — Michael Baker Mickey Wing — Michael Baker Terry Burhans — Michael Baker Emaly Simone — Michael Baker Josh Dalton — Sungate Design Group Brian Elam — Sungate Design Group Brad Smith — Sungate Design Group Jerry Page — Gannett Fleming Scott Boyles — Gannett Fleming Minutes • James Rerko opened the meeting with a brief history of the project and turned the meeting over to Josh Dalton who proceeded through the 30% Hydraulic Design plans sheet by sheet. General Comments • After the meeting, Division 6 issued guidance to use a minimum of 18 " pipe throughout the project where attaining minimum cover is not an issue. Sheet 4 & 5 • Susan Lancaster noted that sheets 4& 5 will show the taper from four lanes to the proposed design. Surveys of the area shown on these sheets have not been completed. Sheet 6: • The existing stream running parallel to and east of I-95 should be shown as jurisdictional. • A discussion was held regarding the use of bore and jack welded steel pipes. Sungate noted that many cross pipes under I-95 will have as little as 1' of cover between the top of the pipe and the bottom of the subgrade and expressed concern that bore and jack installation may damage the pavement above. The Division will investigate and inform Sungate of a minimum cover necessary to specify bore and jack installation. o The Division noted that welded steel pipes should not be upsized to account for future slip lining. Sheet 7: • The existing stream east of -Y22- should be shown as jurisdictional. • Susan Lancaster will revise 2"d driveway location for parce126 to retain 72" pipe. • Paul Atkinson requested that Rip Rap at Embankment be added at the outlet of the 24" RCP near 19+00 -Y22- RT. • Paul Atkinson requested an outlet detail and inlet bank stabilization for the 54" RCP near 47+00 -Y12-. Sheet 8: • There are concerns that impacts to parce123 could impact the property owner's septic system. Impacts to parcel 23 should be avoided if possible. A junction box should be added to the proposed 48" pipe and the outlet pipe should be angled away from the parcel. Sheet 9: • The existing ditch at the pipe outlet near 850+00 -L- RT should be shown as jurisdictional. The jurisdictional status of the stream near 844+50 -L- RT & LT will be verified by Terry. • Steve Kendall suggested running the proposed 15" pipe near 851+00 -L- down the median to the cross pipe near 844+50 -L- to avoid an additional cross pipe under -L-. Sheets 10: • A discussion was held regarding the condition of the existing 8'x7' culvert under I- 95. The preference to replace the culvert was confirmed due in part to its age. Sheets 11: • Rusty Marsh expressed concern about the ability to clean out long runs of pipe (500'- 600') in the median without drainage structures every 100' or so. Paul Atkinson indicated that he did not share this concern; Paul Atkinson stated that runs of pipe of this length without a drainage structure are standard practice throughout the state and are in accordance with the Hydraulics Unit Guidelines. After the meeting, Division 6 specified a maximum length of 400' of pipe between drainage structures. • The use of bolt-down 2GI grates will be specified when traffic control has identified areas where 2GIs will be within 4' of a travel lane of I-95. • It was confirmed that while there is a JS downstream, there is no JS upstream of the pipe at approx. -Y13- Sta. 23+00 RT. • Sheet 12: • Steve Kendall requested avoiding impacts to the billboard upstream of the 42" pipe near 899+00 -L- RT. • Terry confirmed that upstream and downstream of the 42" pipe near 898+50 -L- is jurisdictional. The inlet and outlet should be buried and the pipe size should be increased one size. Sheet 13: • The structure on parcel 97 is potentially a historic house. Emaly Simone will check the status. After the meeting, Emaly Simone received confirmation that the property will require a formal investigation into its historical status. The anticipated date of completion of the investigation is Fall 2018. • Steve Kendall suggested that if the house does hold historic status, the service road (- Y24-) could be pulled in adjacent to I-95 and separated with barrier. Susan Lancaster will provide a sample section of -L- near parce194 to Sungate to check if the proposed ditch with this configuration will avoid impacts to the house. After the meeting, Susan Lancaste� and Sungate confirmed that the suggested design change would likely avoid impacts to the house. • The proposed ditch through the wetlands at approx. -SR9- Sta. 37+00 LT was questioned. It was stated that this ditch was replacing an existing ditch and would be similar to the existing in depth. Sheet 14: • Steve Kendal requested avoiding impacts to the billboard near 924+00 -L- LT. A drive pipe can be installed in the ditch to avoid impacts. Sheet 15: • No comments. Sheet 48: • No comments. Sheet 49: • No comments. Sheet 50: • Scott Boyles mentioned that temporary maintenance of traffic should be considered regarding the proposed culvert near 20+50 -Y13-. The detour status of this area was not readily known. Access would need to be maintained to two residences between this area and the interchange with I-95. • James Rerko asked if an aluminum box culvert could be used instead of a concrete box culvert. It was mentioned that installation of an ABC would require an offsite detour. The Division's preference was to install the RCBC. Sheet 51: • No comments. Sheet 52: • No comments. Sheet 53: • No comments. Copart — Alt 2: • A discussion was held regarding attempting to avoid the confluence of the existing streams with the alignment across the Copart parcels. Susan Lancaster will investigate sharpening the curves and utilizing curve widening to reduce stream impacts. Meeting adjourned. Minutes from the 30% Hydraulic Design Review Meeting I-5986B Section 3 in Harnett County August 7, 2018 NCDOT Division 6 Office 10:00 AM —11:30 PM Participants: Jim Rerko - NCDOT Greg Price - NCDOT Joanne Steenhuis — NC DWR Liz Hair — USACE Jerry Page — Gannett Fleming Scott Pridgen — NCDOT / Division 6 Sean Matuszewski — NCDOT / Divisior Craig Freeman — NCDOT / Division 6 Steve Kendall — NCDOT / Division 6 Josh Dalton — Sungate Design Will Hines — Sungate Design David Talbert — Sungate Design Susan Lancaster — Michael Baker Terry Burhans — Michael Baker General Comments: �— • There are several locations where there is shown a JS upstream, but not downstream. These stream designations will need to be verified by the permitting agencies. � r Sheet 23: • Station 1075+50 -L-: JS upstream, but not downstream. Need to verify stream designation. Sheet 24: • Station 1082+00 -L-: JS upstream, but not downstream. Need to verify stream designation. Sheet 25: • Station 1104+00 -L-: Eliminate drainage structures 2515 — 2514 by piping along the shoulder under the bridge. Sheet 26: • No comments. Sheet 27: � Station 1130+00 -L- Rt: Add ditch from JS to 2@ 48" cross-pipe. Sheet 28 — 32: • No comments. Sheet 33: • Station 1220+50 -L-: The Division will let Sungate Design know if they prefer a 1 @ 12' x 6' RCBC or a 2@ 7' x 6' RCBC. Sheets 59 — 61: • No comments � ` Sheet 62: � Station 13+00 -Y26-: The permitting agencies have not visited this site. They will let us know if it is a JS. Sheets 63 — 65• ` • No comments. � Meeting adjourned. Attachment H: I-5986 Permit Drawmgs Review Meetmg Minutes 34 Minutes from the Interagency 4C Permit Drawings Review Meeting I-5986A in Cumberland County — Preliminary I-5986B Section 1(I-5877) in Harnett County — Final I-5986B Section 2(I-5878) in Harnett County — Preliminary I-5986B Section 3(I-5883) in Harnett County — Preliminary I-5986B Section 4(North 4) in Harnett and Johnston Counties — Preliminary December 4, 2018 NCDOT Division 6 Office 10:00 AM —1:00 PM Agency Members: Joanne Steenhuis, NCDWR Liz Hair, USACE ` Minutes: � Introductions were made by all in attendance. Participants: Jim Rerko, NCDOT Steve Kendall, NCDOT / Division 6 Greg Price, NCDOT / Division 6 Craig Freeman, NCDOT / Division 6 Sean Matuszewski, NCDOT / Division 6 Jerry Page, Gannett Fleming Scott Boyles, Gannett Fleming Susan Lancaster, Michael Baker Terry Burhans, Michael Baker Mickey Wing, Michael Baker Josh Dalton, Sungate Design Group Brad Smith, Sungate Design Group Brad Smith proceeded through the permit drawing plan sheets for each of the 5 permit drawing packages. � General Comments: • Add NRTR stream and wetland labels • Provide the Data Entry page from the impact summary sheets so that wetland and surface water impact acreages can be reported to the thousandth as opposed to the "<0.01" that shows on the Print page. I-5986A Preliminary Permit Drawings General comments: • It was discussed that the extents of the I-5986A project may be extended 2500' south of Exit 55 to include existing culvert on Reese Creek. It was determined that if NCDOT decided to move forward with extending the extents of the project, the future Design-Build team would be responsible for the permit modification. • There was a discussion regarding a possible improvement to the I-295 interchange that would add a movement from Northbound I-95 to Westbound I-295. It was determined that preliminary impacts from this improvement should be included in the preliminary permit drawings. After the meeting, Baker provided Sungate with preliminary roadway files for the I-295 interchange improvement, and Sungate updated the permit drawings to reflect the additional preliminary impacts. Sites 1-7• � No comments Site 8: � Jim Rerko suggested adding Hand Clearing impacts under bridge and 10'-15' outside of bridge near Sta. 26+00 -Y4-. Sites 9 & 10: • Joanne Steenhuis asked if the wetland type would change due to impacts to Wetland WQ and Wetland WP near Sta. 200+00 -L- RT & LT. Jim responded that it would not. Site 11: Joanne asked if rip rap would be necessary at the pipe outlet near 20+25 -YSRPG RT. Josh Dalton responded that the permit drawings for this section are preliminary and drainage design has not been completed. Jim noted that the existing pipe outlet is not scoured. Sites 12-13: • No comments Sites 14-16• • Add wetland and surface water impacts legend to sheet. Sites 17-18• • No comments Site 19: Joanne asked if the remaining slivers of wetland near Sta. 355+00 -L- to near Sta. 357+75 -L- RT should be considered a total take. It was agreed that it would remain as shown because the plans are preliminary with impacts only being shown 25' beyond the preliminary slope stake lines. Sites 20-26: • No comments Site 27: • Existing RCBC near Sta. 540+00 -L- not shown in FS. Noted by Brad Smith as an 8'x6' RCBC. Site 28: • It was asked if the wetland areas near Sta. 575+00 -L- LT on either side of Site 29 are the same wetland. It was determined that they are the same wetland (Wetland ET-WN). Site 29: � No comments Site 30: � Jim asked if the stream at the bottom of Permit Drawing Sheet 46 below Site 30 near Sta. 31+50 -Y9- RT is jurisdictional. Terry Burhans replied that it is not a JS. Sites 31-37• � No comments Site 38: • The existing bridges near 678+00 -L- overtopped in Hurricane Matthew and nearly overtopped in Hurricane Florence. Preliminary plans are designed for the 50 year, but the bridge design will be updated to a 100-year hydraulic design in final design, so impacts may change. Sites 38A-42• • No comments I-5986B Section 1(I-5877) Final Permit Drawings Sites 1-2• • No comments Site 3: • Joanne asked if the proposed 4' base ditch could be curved to tie into the existing JS more smoothly near 801+10 -L- RT. It was determined that the ditch is flowing into a much larger JS and the proposed design is acceptable. Site 4: • Joanne asked if the wetland would be a total take due to the 18" pipe at 814+00 -L- RT being filled. It was determined that the wetland continues off of the project and is adjacent to the large JS that runs along other parts of the project. It was agreed that wetland hydrology would likely remain in the wetland after being impacted. • Show mechanized clearing in XSC. Sites 5-SA: � No comments Site 6: • Impacts near 18+90 -Y22- RT should be shown as permanent. The impact is due to bank stabilization. Site 7: • Impacts between Site 7A and Site 7 should be changed to Temporary impacts from Sta. 21+73 to Sta. 21+86 -Y22- RT. • Turn on Buried 1' note. Site 7A: � No comments Site 7B: • Jim Rerko asked that the proposed v-ditch tie to the proposed base ditch near 835+50 -L- RT to avoid the proposed 54" pipe. Site 8: • A discussion regarding the existing 15" RCP near 845+00 -L- RT was held. It was decided that it is within NCDOT right-of-way and should be removed. Site 8A-8B: • No comments Site 9: • In the upstream and downstream channels for the culvert at 858+08 -L-, reduce rip rap in channel bed but retain rip rap on banks. Break out upstream and downstream channel impacts separately. • Make sure Buried 1' note is turned on. Site 10: • Consider reducing amount of rip rap in upstream channel bed of the culvert at 876+00 -L- RT. After the meeting, Sungate reduced the rip rap in the channel bed upstream of the culvert. Sites 11-13• � No comments Site 14: • If ditch is deeper than 18" between Sta. 36+48 to Sta. 37+23 -SR9- LT, run a Skaggs method computation to determine if the wetland will be a total take. After the meeting, Sungate revised the ditch to be less than 18" deep in this area. Sites 15-16: • No comments Site 17: � Open water impact from Sta. 913+10 to Sta. 920+00 -L- RT. Only show acreage. Site 18: • No comments Site 19: � Open water impact from Sta. 15+50 to Sta. 20+15 -Y13- LT. Only show acreage. Sites 20, lOC: • No comments I-5986B Section 2(I-5878) P�eliminary Permit Drawings Sites 1-1B: � No comments Site 2: • Jim mentioned that the existing 24" pipe appears to be blocked at inlet near 1035+85 -L- LT. No change to preliminary permit drawings. Sites 3-6• � No comments I-5986B Section 3(I-5883) P�eliminary Permit Drawings Sites 1-16• � No comments I-5986B Section 4(North 4) Preliminary Permit Drawings Sites 1-6A: � No comments Site 6B: • Impacts from Sta. 16+70 to Sta. 17+70 -Y18RPD- LT should be permanent. Check how impacts were determined. After the meeting, Sungate revised the impacts to be offset 25' from the slope stakes. Site 7: • No comments Site 8: • Impacts near Sta. 1390+00 -L- RT should be permanent. Site 9: � No comments Site 10: • Impacts near Sta. 1390+00 -L- RT should be permanent. I-5986B Section 4(No�th 4) Preliminary Buffer Impacts Drawings General comments: • Sites 6 and 6A should have buffers. Site 1: Relabel site to match Wetland and Surface Water Impacts (Site 9) on plan sheets and summary sheets. Meeting adjourned. Attachment I: Architectural Resources MOA 35 Iui�luT(��7��f111Jus�7�l17 ��7uJ �7`►fLY AMONG THE FEDERAL HIGHWAY ADMINSITRATION, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, AND NORTH CAROLINA STATE ffiSTORIC PRESERVATION OFFICER FOR THE REPLACEMENT OF BRIDGE NO. 37 ON SR 1811 (BUD HAWHINS ROAD) OVER INTERSTATE 95 HARNETT COUNTY, NORTH CAROLINA TIP NO. I-5877 WBS NO. 53077.1.1 WHEREAS, the North Carolina Division of the Federal Highway Admuustration (FHWA) has determined that the replacement of Bridge No. 37 over Interstate 95 on SR 1811 (the Undertaking), will have an adverse effect upon Harnett County Bridge No. 37, a 1957 pre-stressed concrete I-beam bridge that is eligible for listing in the National Register of Historic Places (NRHP) because the undertaking will require the removal of the historic bridge; and WHEREAS, the FHWA has consulted with the North Carolina State Historic Preservation Officer (SHPO) pursuant to 36 CFR Part 800, regulations implementing Section 106 of the National Historic Preservation Act (54 U.S.C. 306108); and WHEREAS, the FHWA has notified the Advisory Council on Historic Preservation (Council) of the adverse effect and the Council has declined to comment or participate in the consultation; and WHEREAS, the North Carolina Departrnent of Transportation (NCDOT) has participated in the consultation and been invited by FHWA and the North Cazolina SHPO to be a signatory to this Memorandum of Agreement (MOA); NOW, THEREFORE, FHWA, NCDOT, and the North Cazolina SHPO agree that the Undertaking shall-be implemented in accordance with the following stipulations in order to take into account the effects of the Undertaking on the historic property. I-5877 MOA Page 1 oF5 STIPULATIONS The FHWA and NCDOT shall ensure that the following measures aze carried out: I. Photographic recordation Prior to the initiation of constnzction, NCDOT will record the existing condition of Bridge No. 37 and its surroundings in accordance with the attached Historic Structures and Landscape Recordation Plan (Appendix A). Copies of the documentation will be deposited in the files of the State Historic Preservation Office, and the NCDOT Historic Architecture Section. II. Unanticipated Discovery In accordance with 36 CFR 80013(b), ifNCDOT identifies additional cultural resource(s) during construction and deternnine them to be eligible for the NRHP, all work will be halted within the limits of the NRIIP-eligible resource(s) and the FHWA and SHPO contacted. If after consultation, additional mitigation is deternuned necessary, the NCDOT, in consultation with the other Signatories, will develop and implement appropriate protection/mitigation measures for the resource(s). Inadvertent or accidental discovery of human remains will be handled in accordance with North Carolina General Statutes 65 and 70. III.Dispute Resolution Should any of the Signatories object within (30) days to any plans or documentation provided for review pursuant to this Agreement, the FHWA shall consult with the objecting party(ies) to resolve the objection. If the FHWA or the objecting party(ies) determines that the objection cannot be resolved, the FHWA will forward all documentation relevant to the dispute to the Council. Within thirty (30) days after receipt of all pertinent documentation, the Council will either: 1. Provide the FHWA with recommendations, which the FHWA will take into account in reaching a final decision regarding the dispute, or 2. Notify the FHWA that it will comment pursuant to 36 CFR Section 800.7(c) and proceed to comment. Any Council comment provided in response to such a request will be taken into account by the FHWA in accordance with 36 CFR Section 800.7 (c) (4) with reference to the subject of the dispute. Any recommendation or comment provided by the Council will be understood to pertain only to the subject of the dispute; FHWA and NCDOT's responsibility to carry out all of the actions under this agreement that aze not the subject of the dispute will remain unchanged. I-5877 MOA Page 2 oF 5 IV. Amendments If any Signatory to this MOA believes that its terms cannot be carried out or that an amendment to the terms must be made, that party(ies) shall immediately consult with the other party(ies) to develop amendments in accordance with 36 CFR 800.6(c)(7). If an amendment cannot be agreed upon, the dispute resolution process set forth in Stipulation VIII will be followed. V. Termination Any Signatory to this MOA may terminate the agreement by providing notice to the other parties, provided that the signatories will consult during the period prior to termination to seek agreement on amendments or other actions that would avoid termination. Termination of this MOA will require compliance with 36 CFR 800. This MOA may be terminated by the execution of a subsequent MOA that explicitly terxninates or supersedes its terms. VI. Duration Unless terminated pursuant to Stipulation V above, this MOA will be in effect until FHWA, in consultation with the other Signatories, determines that all of its terms have satisfactorily been fulfilled or if NCDOT is unable or decides not to construct the Undertaking. I-5877 MOA Page 3 of 5 Execution of this Memorandum of Agreement by FHWA, NCDOT and the North Carolina SHPO, its subsequent filing with the Council, and implementation of its terms evidence that FHWA has affarded the Council an opportunity to comment on the Undertaking that FHWA has taken into account the effects of the Undertaking on the historic properties. AGREE: Federal Highway Administration, North Carolina Division ��^�"titi��� C.7� �_... �, _ Ronald G. Lucas, Jr., P.E Planning and Environment Engineer D� ��� State Aistoric Preservation Of�cer: North Caeolina Department of Transportation: Philip S.1Harris III, P,E., C.P.M. Environment Analysis Unit Head FILED: By: Advisory Council on Historic Preservation Date 23 te a't D6 2a18 Date I-5877 MOA Page 4 of 5 North Carolina State Historic Preservation Officer APPENDIX A Historic Structures and Landscape Recordation Plan For The Replacement of Bridge Number 37 On SR 1811 Over Interstate 95 Aarnett County, North Caralina PHOTOGRAPHIC REQUIREMENTS • Elevations and oblique views of Bridge Number 37 and its setting. • Representative shuctural and ornamental details of the bridge. Photographic Format ■ Color digital images (all views). Images are to be shot on a SLR digital camera with a minimum resolution of 6 megabyte pixels, at a high quality (preferably RAW) setting, to be saved in TIF format as the archival masters and labeled according to the State Historic Preservation Office standards. ■ All processing to be done to archival standards. • The accompanying printed inventory of the images — including subject, location, date, and photographer information for each image — is to be completed according to the State Historic Preservation Office standazds. Copies and Curation One (1) set of all above mentioned photographic documentation, including a compact disc of labeled images, will be deposited with the North Cazolina Office of Archives and History/Historic Preservation Office to be made a permanent part of the statewide survey and iconographic collection. One (1) contact sheet shall be deposited in the files of the Historic Architecture Section ofNCDOT. I-5877 MOA Page 5 of 5 MEMORANDUM OF AGREEMENT AMONG THE FEDERAL HIGHWAY AbMINSITRATION, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, AND NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER FOR THE REPLACEMENT OF BRIDGE NO. 81 ON SR 1709 (PARKER ROAD) OVER INTERSTATE 95 IIARNETT COUNTY, NORTH CAROLINA TIP NO. I-5883 WBS NO. 53083.1.1 WHER�AS, the North Cazolina Division of the Federal Highway Administration (FHWA) has determined that the replacement of Bridge No. 81 over Interstate 95 on SR 1709 (the Undertaking), will have an adverse effect upon Haznett County Bridge No. 81, a 1957 pre-stressed concrete I-beam bridge that is eligible for listing in the National Register of Historic Places (NRHP) because the undertaking will require the removal of the historic bridge; and WHEREAS, the FHWA has consulted with the North Cazolina State Historic Preservation Officer (SHPO) pursuant to 36 CFR Part 800, regulations implementing Section 106 of the National Historic Preservation Act (54 U.S.C. 306108); and WHEREAS, the FHWA has notified the Advisory Council on Historic Preservation (Council) of the adverse effect and the Council has declined to comment or participate in the consultation; and WHEREAS, the North Carolina Department of Transportation (NCDOT) has participated in the consultation and been invited by FHWA and the North Cazolina SHPO to be a signatory to this Memorandum of Agreement (MOA); NOW, THEREFORE, FHWA, NCDOT, and the North Carolina SHPO agree that the Undertaking shall be implemented in accordance with the following stipulations in order to take into account the effects of the Undertaking on the historic properly. I-5883 MOA Page 1 of 5 STIPULATIONS The FHWA and NCDOT shall ensure that the following measures are cazried out: I. Photographic recordation Priar to the initiation of construction, NCDOT will record the existing condition of Bridge No. 81 and its surroundings in accordance with the attached Historic Structures and Landscape Recordation Plan (Appendix A). Copies of the documentation will be deposited in the files of the State Historic Preservation Office, and the NCDOT Historic Architecture Section. II. Unanticipated Discovery In accordance with 36 CFR 800.13(b), if NCDOT identifies additional cultural resource(s) during construction and detertnine them to be eligible for the NRHP, all work will be halted within the limits of the NRHP-eligible resource(s) and the FHWA and SHPO contacted. If after consultation, additional mitigation is determined necessazy, the NCDOT, in consultation with the other Signatories, will develop and implement appropriate protection/mitigation measures far the resource(s). Inadvertent or accidental discovery of human remains will be handled in accordance with North Carolina General Statutes 65 and 70. III.Dispute Resolution Should any of the Signatories object within (30) days to any plans or documentation provided for review pursuant to this Agreement, the FHWA shall consult with the objecting party(ies) to resolve the objection. If the FHWA or the objecting party(ies) determines that the objection cannot be resolved, the FHWA will forwazd all documentation relevant to the dispute to the Council. Within thirty (30) days after receipt of all pertinent documentation, the Council will either: Provide the FHWA with recommendations, which the FHWA will take into account in reaching a final decision regazding the dispute, or 2. Notify the FHWA that it will comment pursuant to 36 CFR Section 800.7(c) and proceed to comment. Any Council comment provided in response to such a request will be taken into account by the FHWA in accordance with 36 CFR Section 800.7 (c) (4) with reference to the subject ofthe dispute. Any recommendation or comment provided by the Council will be understood to pertain only to the subject of the dispute; FHWA and NCDOT's responsibility to carry out all of the actions under this agreement that aze not the subject of the dispute will remain unchanged. I-5883 MOA Page 2 of 5 IV. Amendments If any Signatory to this MOA believes that its terms cannot be carried out or that an amendment to the terms must be made, that party(ies) shall immediately consult with the other pazYy(ies) to develop amendments in accordance with 36 CFR 800.6(c)(7). If an amendment cannot be agreed upon, the dispute resolution process set forth in Stipulation VIII will be followed. V. Termination Any Signatory to this MOA may ternunate the agreement by providing notice to the other parties, provided that the signatories will consult during the period prior to termination to seek agreement on amendments or other actions that would avoid termination. Termination of this MOA will require compliance with 36 CFR 800. This MOA may be terminated by the execution of a subsequent MOA that expiicitly terminates or supersedes its terms. VI. Duration Unless terminated pursuant to Stipulation V above, this MOA will be in effect until FHWA, in consultation with the other Signatories, determines that all of its terms have satisfactorily been fulfilled or if NCDOT is unable or decides not to construct the Undertaking. I-5883 MOA Page 3 of 5 Execution of this Memorandum of Agreement by FHWA, NCDOT and the North Cazolina SHPO, its subsequent filing with the Council, and implementation of its terms evidence that FHWA has afforded the Council an opportunity to comment on the Undertaking that FHWA has taken into account the effects of the Undertaking on the historic properties. AGREE: Federal Highway Administration, North Carolina Division .�,�-� � �., �/ 31�r� Ronald G. Lucas, Jr., P.E Date Planning and Environment Engineer State Historic Preservation Officer: Dr. Ke�in Cherry " North Carolina State Historic Preservation Officer North Carolina Department of Transportation: Philip S. Ha3�ris III, P.E., C.P.M. Environment Analysis Unit Head FILED: By: Advisory Council on Historic Preservation Date �. z.o l� D �t} O � 20 � S Date I-5883 MOA Page 4 of 5 APPENDIX A Historic Structures and Landscape Recordation Plan For The Replacement of Bridge Number 81 On SR 1709 Over Interstate 95 Harnett County, North Carolina PHOTOGRAPHIC REQUIREMENTS ■ Elevations and oblique views of Bridge Number 81 and its setting. ■ Representative structural and ornamental details of the bridge. Photographic Format • Color digital images (all views). Images aze to be shot on a SLR digital camera with a minimum resolution of 6 megabyte pixels, at a high quality (preferably RAW) setting, to be saved in TIF format as the archival masters and labeled according to the State Historic Preservation Office standards. • All processing to be done to archival standards. ■ The accompanying printed inventory of the images — including subject, location, date, and photographer information for each image — is to be completed according to the State Historic Preservation Office standazds. Copies and Curation One (1) set of all above mentioned photographic documentation, including a compact disc of labeled images, will be deposited with the North Carolina Office of Archives and History/Historic Preservation Office to be made a permanent part of the statewide survey and iconographic collection. One (1) contact sheet shall be deposited in the files of the Historic Architecture Section of NCDOT. I-5883 MOA Page 5 of 5