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Home My WebLink About20161133 Ver 1_R-5722 Permit app_20161116T�TCU! SF? O 1"'tQ L'[ 0I! November 9, 2016 Mr. Thomas Steffens U.S. Army Corps of Engineers Washington Regulatory Field Office 2407 W 5th St. Washington, NC 27889 Mr. Robert Ridings DWQ-Transportation Permitting Unit 1650 Mail Service Center Raleigh, NC 27609 PAT McCR�RY Governor NICH�LAS J. TENNYSQN Serretary Subject: R5722 Nationwide 14 Permit application for the widening of SR 1913 (WILSONS MILLS RD) FROM 650' WEST OF SR-1501 (SWIFT CREEK RD) TO 850' EAST OF SR-1908 (FIRE DEPARTMENT RD) in Johnston County. WBS # 50216.1.1 Dear Sirs: The North Carolina Department of Transportation (IVCDOT) proposes to improve the mobility and safety as well as relieve congestion of vehicular travel along SR 1913 (Wilson Mills Road) in Johnston County. Specifically NCDOT proposes intersection improvements at SR 1913 (Wilsons Mills Rd)/SR 1501 (Swift Creek Rd) and SR 1913 (Wilsons Mills Rd)/SR 1908 (Fire Department Rd). The scope of work includes but is not limited to widening of SR 1913 to install median and right turn lanes; widening of SR 1501 and SR 1908 intersections with SR 1913 to install left turn lanes; and all necessary grading, drainage, and pavement improvements to complete the work. Impacts to one jurisdictional feature will occur at an UT to Poplar Creek. Impacts to this UT will consist of 21' of permanent fill due to pipe extension and 28 ' of temporary impacts for dewatering of this culverted crossing. Popular Creek is within the Neuse River Basin and is subject to the Neuse Buffer Rules. For our files, please provide written notice that this activity is authorized. If you have any questions or need additional information, please contact Chad Coggins, Division Environmental Officer at (252) 296-3529. Your time and assistance are greatly appreciated. Respe fully S bmitted, � �� 'or T.M. Little, PE Division Engineer �Nothing Compares� State of North Carolina I Department of Transportation � Div-4 Environmental Office 509 Ward Blvd. � PO Box 3165 I Wilson, North Carolina 27895 252-237-6164 T 252-234-6174 F Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: R-5722 SR 1913 Wilson Mills Road Widening 2b. County: Johnston 2c. Nearest municipality / town: Wilson Mills 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state R-5722 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: � Agent ❑ Other, specify: 4b. Name: Tim Little PE Division Engineer 4c. Business name NCDOT Div. of Highways (if applicable): 4d. Street address: PO Box 3165 4e. City, state, zip: Wilson, NC 27895-3165 4f. Telephone no.: 252-237-6164x3501 4g. Fax no.: 252-234-6174 4h. Email address: tmlittle(a�ncdot.qov 5. Agent/Consultant Information (if applicable) 5a. Name: Chad Coggins 5b. Business name NCDOT Div. 4 Environmental Officer (if applicable): 5c. Street address: same 5d. City, state, zip: same 5e. Telephone no.: 252-296-3529 5f. Fax no.: 252-234 6174 5g. Email address: tccoqgins ncdot.qov Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1 b. Site coordinates (in decimal degrees): Latitude: 35.5832 Longitude: - 78.3595 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to UT to Poplar Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WS-IV NSW 2c. River basin: Neuse 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Small Urban area forestry and agriculture are still predominant land uses in the vicinity of this project. But some small developments are present 3b. List the total estimated acreage of all existing wetlands on the property: 0 ac. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 50 LF 3d. Explain the purpose of the proposed project: The purpose of this project provide turn lanes to increase traffic flow and mobility during heavy use hours (ie school times) 3e. Describe the overall project in detail, including the type of equipment to be used: 21ane to a 3 lane section (ie dedicated turn lanes). Typical heavy construction roadway equipment will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained fo�r this property / � Yes � No ❑ Unknown project (including all prior phases) in the past. Comments: stream shown on soil map 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries � Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem orar T W1 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 � P❑ T pipe UT to Poplar Cr � PER � Corps 5 21 � INT ❑ DWQ Stabilization, ditch � pER � Corps S1 ❑ P� T tie-ins and UT to Poplar Cr 5 28 dewatering � INT ❑ DWQ 3h. Total stream and tributary impacts Perm 21 3i. Comments: 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 4g. Comments: Page 4 of 10 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. � Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for impact Stream name mitigation (square feet) (square feet) Tem ora T re uired? B1 � P❑ T Widening Popular Creek ❑ Yes 2443 2038 fill section ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 64❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 2443 2038 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. We are proposing to extend one pipe instead of a full replacement. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All construction equipment will be staged and operated from upland areas. DOT will also install silt fencing to protect the streams and wetlands adjacent to this project, and safety fencing will be used to delineate those environmentally sensitive areas. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires � Yes ❑ No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: all stormwater outlets have been checked/designed to make sure runoff � Yes ❑ No enters the stream at non erosive velocities. 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Grass lined swales were used where possible in order to promote filtration, infiltration and sedimentation before stormwaters reach buffer limits and surface waters. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? N/A ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes � No, MCDC is letter.) on file Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Page 9 of 10 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes � No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? GIS search and habitat assessment made onsite 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? GIS search 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes ❑ No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? Clearance from NC SHPO 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No 8b. If yes, explain how project meets FEMA requirements: Road does not overtop in this area 8c. What source(s) did you use to make the floodplain determination? FRIS �'oT T.M. Little PE �� • 11 /9/2016 A IicanUA ent's Printed Name � �� pp g ApplicanUAgent s' re Date (AgenYs signature is valid only if an ' ation letter from the a licant is rovided. Page 10 of 10 ,�-� r��Z�,�,�y North Carolina Department of Transportation � � t or� �iwater , , ,, ,,,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN _ - (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 50216.1.1 TIP No.: R-5722 County(ies): Johnston Page 1 of 1 General Project Information WBS Element: 50216.1.1 TIP Number: R-5722 Project Type: Roadway Widenin Date: 10/18/2016 NCDOT Contact: And Jordan, PE Contractor / Desi ner: Joshua G. Dalton, PE, CPESC Address: NCDOT Hydraulics Unit Address: Sungate Design Group, P.A. 1590 Mail Services Unit 915 Jones Franklin Road Ralei h, NC 27560 Raleigh, NC 27606 Phone: 919 707-6729 Phone: 919 859-2243 Email: a'ordan ncdot. ov Email: 'dalton sun atedesi n.com City/Town: Smithfield Count ies : Johnston River Basin(s): Neuse CAMA County? No Wetlands within Project Limits? No Pro'ect Description Project Len th lin. miles or feet): 0.473 miles Surrounding Land Use: Commercial, Small Residential, Agricultural Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 3.2 ac. 2.6 ac. Typical Cross Section Description: Wilsons Mill Road (SR 1913): 2 paved lanes (varying between 12'-18' wide; total 24'-36' Wilsons Mill Road (SR 1913): 2 paved lanes (total 24' wide), 4' paved shoulder on wide), 4' paved shoulder and 4' grass shoulder on each side (total 8' wide). Swift Creek each side. Swift Creek Road (SR 1501) & Fire Dept. Road (SR 1908): 2 paved lanes Road (SR 1501) & Fire Dept. Road (SR 1908): 2 paved lanes (varying between 12'-18' (total 20' wide), 1' paved shoulder on each side. wide; total 24'-36' wide), 4' open shoulder section. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 8000 Year: 2040 Existin : 3800 Year: 2015 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to widen Wilsons Mill Road (SR 1913). There are no existing major structures within project limits. An (Description of Minimization of Water existing 54" Reinforced Concrete Pipe will be extended along a Jurisdictional feature. This extension will also include the construction of a concrete headwall at the inlet. All Quality Impacts) drainage enhancements have been designed to have as little environmetal and surface water impacts as possible. Grass lined swales were used where possible in order to promote filtration, infiltration and sedimentation before stormwaters reach buffer limits and surface waters. There is an existing roadside ditch in the NW quadrant of the pipe extension, which is being replaced by a special lateral 'V' ditch lined with Class B rip-rap. The proposed ditch outlets into the stream with a non-erosive velocity. There is an existing roadside ditch in the SW quadrant of the pipe extension that outlets to the stream with a non-erosive velocity. In the SE quadrant of the pipe extension, there is a proposed 30" RCP-IV that oulets onto a dissipator pad prior to entering the stream, resulting in a non-erosive velocity entering the stream. There is no ditch in the NE quadrant of the pipe extension, resulting in any runoff becoming diffuse flow prior to entering the stream. Waterbod Information Surface Water Bod (1 : UT to Poplar Creek Po lar Branch NCDWR Stream Index No.: 27-41 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Impairments: None Aquatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Brid e Spanning Water Body? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Body? N/A (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) See Sheet 9-� For I ndex of Sheets � �tra�� o�r� �� ,��Zp��r �r �e�� s*�*� aT^TB PR°�a�T R�TM�a�N�� x° �� z � �� .� — � � l •� � V � � O V \ i THIS PROJECT IS WITHIN WILSONS MILLS MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III No. I� SHEETS )RAWING 1 OF 6 ��.�� .�N� DO NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepored in tne ottice of: ADT 2015 = 3800 DIVISION OF HIGHWAYS $� 2$ 0 $0 �� I000 Birch Ridge Dr., R¢leigh NC, 27610 ��Q�?� ADT 2040 = 8000 LENGTH ROADWAY TIP PROJECT R-5722 = 0.473 MI �� °� �' ��rg K= 10 % TOTAL LENGTH TIP PROJECT R-5722 = 0.473 MI zaiz srAhnnrzD srEcrFtcnzioNs /�� °o � 0 P.E. � D = 55 /o SfGNATURE: � �, 50 25 0 50 100 T= 6 %* RIGHT OF WAY DATE: T.M. 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V SEE D Fi- � RETAIN EXISTING HW INSTALL CL 'I RIP RAP EST. 11 TONS EST. 22 SY GE TEXTILE 25 12.5 0 25 50 PLANS � E E �i RE AI B T � � , , � �� J �� _ -- � IZ �� C UNTY OF JOHN�',�N DB 13 2 G 80� ,� �� DETAIL SHEET FOR SITE 1 REMOVE �-I� = � � , , -I=�-S� 2 GQS PUMPS U/MT� CANOP' `� COIVC , � , _�� PERMIT DRAWING SHEET 4 OF 6 PROJECT REFERENCE NO. SHEET NO. R_�7�� 05A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1�I31E1Ld�IN�llB�S' Il�1LAN� DO NOT USE FO CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LEGEND S S DENOTES IMPACTS IN SURFACE WATER TS T DENOTES TEMPORARY IMPACTS IN SURFACE WATER REMOVE EXI STI N G H EADWALL COLLAR AND EXTEND W/54" RCP-III SPEC. LAT. W/C L B EST � EST 175 SY GE SEE SPEC. LAT. V SEE D RETAIN EXISTI INSTALL CL 'I' EST. EST. 22 SY GE� 25 12.5 0 25 50 PLANS z DETAIL SHEET FOR SITE 1 PERMIT DRAWING SHEET 5 OF 6 PROJECT REFERENCE NO. SHEET NO. R_�7�� 05A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1�I31E1Ld�IN llB�S' Il�1LAN� DO NOT USE FO CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LEGEND S S DENOTES IMPACTS IN SURFACE WATER TS T DENOTES TEMPORARY IMPACTS IN SURFACE WATER WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 FROM -L- 29+45 LT TO -L- 29+54 LT RETAIN AND EXTEND 54" RCP-III < 0.01 < 0.01 21 28 TOTALS*: 0.01 0.01 21 28 0 *Rounded totals are sum of actual impacts NOTES: Revised September 2014 See Sheet 9-� For I ndex of Sheets � �tra�� o�r� �� ,��Zp��r �r �e�� s*�*� aT^TB PR°�a�T R�TM�a�N�� x° �� z � �� .� — � � l •� � V � � O V \ i THIS PROJECT IS WITHIN WILSONS MILLS MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III No. I� SHEETS )RAWING 1 OF 7 ��.�� .�N� DO NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepored in tne ottice of: ADT 2015 = 3800 DIVISION OF HIGHWAYS $� 2$ 0 $0 �� I000 Birch Ridge Dr., R¢leigh NC, 27610 ��Q�?� ADT 2040 = 8000 LENGTH ROADWAY TIP PROJECT R-5722 = 0.473 MI �� °� �' ��rg K= 10 % TOTAL LENGTH TIP PROJECT R-5722 = 0.473 MI zaiz srAhnnrzD srEcrFtcnzioNs /�� °o � 0 P.E. � D = 55 /o SfGNATURE: � �, 50 25 0 50 100 T= 6 %* RIGHT OF WAY DATE: T.M. LITTLE, PE a � rno�ecr sxc�xsex ROADWAY DESIGN �� a V— 50 MPH OCTOBER 04,_2016 ENGINEER PROFILE (HORIZONTAL) * TTST =3 DUAL 3 ��p o�'�� l0 5 0 l0 20 FUNC CLASS = LETTING DATE: D.R. ETHRIDGE �� ppp�� MAJOR COLLECTOR APRIL 25, 2017 PRolEcr Dssrcn- ENcrNEsx PROFILE (VERTICAL) TIER PE S7GNATURE: O w � II PROJECT REFERENCE NO. SHEET NO. �-� BUFFER DRAWING R-5�22 05 - _ --� S H E ET 2 O F 7 ,ob o-Y2- � SHEET NO. 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EST. 22 SY GE� 25 12.5 0 25 50 PLANS DETAIL SHEET FOR SITE 1 BUFFER DRAWING SHEET 5 OF 7 � 0 PROJECT REFERENCE NO. SHEET NO. R_�7�� 05A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1�I31E1Ld�IN llB�S' Il�1LAN� DO NOT USE FO CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LEGEND ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ftZ) (ftz) (ft2) (ft2) 1 RETAIN AND EXTEND 54" RCP-III FROM -L- 29+34 TO -L- 29+55 X 2443 2038 4481 TOTAL: 2443 2038 4481 0.0 0.0 0.0 DEPT. OF TRANSPORTATI DIVISION OF HIGHWAYS JOHNSTON COUNTY PROJECT: 50216.1.1 (R-5722) 10/7/2016 SHEET 6 OF ��: Jan 2009 � VARIABLE E�� CLEARING LIMITS � � E� E A E E CLEARING LIMITS z �fT1 SEE PLANS — E �— E � \\\\ \\\ \\\\\\\\\\\ E—\\\—\-\-\-- O � E � � _� � � E — R/W E � E ��— \ � ��U]1��U.��1U� ��11��1U��111��1L��1 H Q �� —E \ � � � \ \\ E— -E ----BERM_ =DITCH_------- � ��j O _ ��\ � R/w - -- __ �� __- ----- �--- --Riw --_�_--_ Q�� . �H O � � ^ � — — — — � — — — o— � SLOPE STAKE LINE . mO �� A �E.O.P. H�C'3z . � J H Hz�=D 00�2 ,� 0 70 n --� OC ., =-nDDm e.o.P. wQQ�-�-= � N�7 � F _ A SLOPE STAKE LINE F � B _ _o F r� D Q U� O H z 2� O� T� i m T ir�i i�ni i�i i �� H r � �F C ' � � � ��~�W • � 0 H � � � � � � J n�DDR/W ^ oE E \1� R/W �0�� E—E � E R/W �� OO�Q D 1 � . i- z • H OC � � � �_ E � � CLEARING LIMITS � �� ,� �— O'� / � E �� E . � N �— > � o � /� �. � \ � �- '. •. � *- w �-, CLEARING LIMITS . � � z A] �� ' • � 1EET 1 OF 1 200.03 A �) �, • ' � � CLEARING LIMITS .t. � � .• �' •��''� �: +. B * SEE NOTE - "C" � , . D GENERAL NOTES: � � 1. REMOVE TREES OUTSIDE THE CLEARING LIMIT WHEN, IN THE OPINION OF THE ENGINEER, '�10, THE UTILITY OF A TREE WILL BE DESTROYED BY THE CONSTRUCTION OR THE CLEARING C OPERATION. 2. CLEAR IN ACCORDANCE WITH THIS STANDARD EXCEPT WHERE ADDITIONAL CLEARING IS REQUIRED FOR SAFETY AS SHOWN ON THE PLANS. � METHOD III CLEARING LIMITS � SLOPE STAKE POINT CONST. LIMIT �� (A) CUTS -- CLEAR TO 10' BEYOND CONSTRUCTION LIMITS. PART SECTION D- D �r Z (B) FILLS - CLEAR TO 10' BEYOND CONSTRUCTION LIMITS, UNLESS SPECIFIED OTHERWISE •''� z H BY WETLAND PERMIT. . ;�' • � • �"'� (C) CUTS AND FILLS - WHEN THE CLEARING LIMITS (A AND B) EXCEED THE PROPOSED �•�.��'`� � •. �� LATERAL DITCH, CHECK DAM, Q Q H R/W OR PROPOSED CONSTRUCTION EASEMENTS THEN CLEAR ONLY TO THE R/W OR CONST. LIMIT .. , SILT BASIN, SILT DITCH, � W F-I . CONSTRUCTION EASEMENT WHICHEVER IS GREATER. TEMPORARY DIVERSION • � J H •; �� p V i ��'. �: . Q � o •:,� SLOPE STAKE POINT Z O 2 ' :�. ;": ' PART SECTION C-C,•:' ' . •\•,� � 0 i j . �� t •' ��J��1 �C. . • ' cn p � �, . �: ...: TEMPORARY SILT . , . . _ _ FENCE . � � ,�o, �•1'0, H W 4 2� SLOPE STAKE POINT (� G 5' I Z GROUND LINE I w � ROAD CONST. LIMIT WHEN BERM DITCH �. MEDIAN SLOPE STAKE POINT IS PROPOSED PART SECTION B- B CONST. LIMIT CONST. LIMIT WHEN BERM DITCH � � � ROAD IS NOT PROPOSED 1 _ __ RISER BASIN � 10 V.C. �—I � \ — *1�, r � SLOPE STAKE POINT SHEET 1 OF 1 SECTION A-A CONST. LIMIT 20a ■ 03