The URL can be used to link to this page

Home My WebLink About20141071 Ver 1_Application_20141008�� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCRORY GOVERNOR October 1, 2014 U.S. Army Corps of Engineers Wilmington Regulatory Field Office P.O. Box 1890 Wilmington, North Carolina 28402-1890 ATTN: Ms. Elizabeth Hair NCDOT Coordinator Dear Madam: Subject: Notification far Nationwide Permit 14 (Minor Road Crossing) NCDENR 401 WQC 3886 Safety Improvement Project- NC 210 Hamett County TIP#: W5206Q State Project Number: 45336.1.17 ANTHONYJ.TATA SECRETARY The North Carolina Department of Transportation (NCDOT), Division of Highways (Division 6) has identified the need to increase the safety on NC 210 in Harnett CounTy by the installation of a turn lane. Total project length is 0.587mi. This project will impact jurisdictional water features and wetlands: Permit Site #2 Roadwa Station Existin Culvert Pro osed Ci Sta. 40+10 -L- 48 LF 24" RCP 2(84 LF 30" New Stream Impacts = 28 Linear feet (downstream onlv) Crossin Roadwa Station Esistin Culvert Pro osed Culvert Permit Site #1 Sta. 26+31 -L- 44 LF 24" RCP 76 LF 30" RCP New Surface Water Impacts = 0.01 acres (downstream onlv) New Wetland Impacts = 0.07 acres P. O. Box 115Q Fayetteville, NC 28302-1150 - Telephone (910) 437-0207- Fae (910) 486-1959 Construction of this project will require impacts to the waters of the United States in the Cape Fear River Basin. The project is located within the 03030004 Hydrologic Unit, sub basin 03-06- 14. Both permit sites aze unnamed tributaries of Anderson Creek, (C ). NC 210 has an average daily travel usage of 6800 per day. The section of roadway between SR 2048 and SR 2047 has an unusually high amount of reaz end collisions. This can foreseeably be corrected with the addition of a turn lane. Permit Site #1 Is located between Station 25+96 through Station 26+65 -L- (Lt) and will incur both wetland and jurisdictional tributary impacts. A jurisdictional tributary begins at the end of the existing pipe at Station 26+31. Headwater wetlands are located both up and downsiream. For the necessary length increase required for the turn lane a 76 LF 30" RCP will replace the existing 44 LF 24" RCP. A total of 0.01 acres of surface water impacts will result from the increased length downstream. A total of 0.03 acres of wetland impacts will be incurred and are broken down as the follows: O.Olacres of wetlands impacts will result due to fill (location of culvert); 0.01 acres of wefland impacts resulting from mechanized clearing and 0.01 acre will be excavated far cut sections to facilitate drainage. Dewatering impacts have been figured into the permanent fill numbers, as rip rap sha11 be placed on `the banks only' after culvert installation is completed. Permit Site #2 impacts upon 0.04 acres of wetlands from Station 38+58 to Station 40+46 -L- (Lt); ofthe total O.Olacres is from excavation, 0.02acres is from mechanized clearing and OAlacres from fill associated with pipe extension upstream only. At Station 40+16 an intermittent stream channel begins at the end of the existing culvert and will result in 28 LF of stream impacts downstream only. A proposed 2(84 LF 30" RCP) will be installed to replace the existing 48 LF 24" RCP. All necessary NCDOT BMP's will be installed to protect the environmental features. Dewatering impacts have been figured into the permanent fill numbers, as rip rap shall be piaced on `the banks only' after culvert installation is completed. RESOURCESTATUS In general, there will be minimal impacts proposed as a result of the replacement of the culverts and wetland fill associated with W-5206Q in Harnett County. A Nationwide Permit # 14 / NCDENR 401 WQC 3886 is required for the project. Endangered Species: Plants and a.uiinals with Federal classification of Endangered (E) or Threatened (T) aze protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of September 22, 2010, the U.S. Fish and Wildlife Service lists four (4) federally protected species for Harnett County. SCIENTIFIC NAME Picoides borea[is [eucocephalus Notropis Protected S ecies for Harnett COMMON NAME Red-cockaded woodpecker Bald Eagle Rough-leaved loosestafe Cape Feaz Shiner STATUS E BGPA E E "E" denotes Endangered (a species that is in danger of extinction throughout all or a significant portion of its range). T(S/A)- Threatened due to similariry of appearance, a species that is threatened Due to similarity of appeazance with other raze species and is listed for its Protection. These species aze not biologically endangered or threatened and Are not subject to Section 7 consultarion. A biological conclusion of "No EffecY' was reached for all species during the February 7, 2013 survey for protected species. Protected species were not identified, nor, was the general habitat for each species identified. REGULATORY APPROVALS Application is hereby made for a Department of the Army Nationwide Permit 14 / NCDENR 401 WQC 3886 as required by the above-described activities. The National Register was reviewed in addition to conducting a field view of the project far significant historic features. The proj ect impacts are minor in nature and should not remove or degrade existing water quality uses. Pipe sizes proposed aze the minimum necessary to create a safe highway while accommodating the 50-yeaz design storm. By utilizing the erosion control measures, downstream water quality standards will be protected. All appropriate BMP's will be utilized during conshuction. Attached is a Preconstruction Notification Form, plan sheets, marked county road map, quad location map and photographs. If you should have any questions, or need additional information please contact James J. Rerko, PWS at (910) 437-0207. S ncerely, G�c�s� I ��S James . Rerko, PWS Division 6 Environmental Officer ATTACHMENTS Cc: Amy Chapman, Division of Water Quality (Electronic copy) Mason Hemdon, Division of Water Quality (Electronic copy) Crreg Burns, P.E., Division Engineer o`'�F W AT eq°G � � > � O T Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PC Form A. A licant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 3886 1 c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certifcation: ❑ 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 Concem (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: NC 210 between SR 2048 and SR 2047 2b. County: Harnett County 2c. Nearest municipality / town: Fayetteville 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state W_5206Q, State #: 45336.1.17 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: NA 3b. Deed Book and Page No. NA 3c. Responsible PaAy (for LLC if NA applicable): 3d. Street address: NA 3e. City, state, zip: NA 3f. Telephone no.: NA 3g. Fax no.: NA 3h. Email address: NA Page 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: � Agent ❑ Other, specify: 4b. Name: Greg Bums, P.E./NCDOT/Div 6/Division Engineer 4c. Business name NCDOT (if applicable): 4d. Street address: PO Box 1150 4e. City, state, zip: Fayetteville, NC 28302 4f. Telephone no.: (910) 486-1493 4g. Fax no.: (910) 486-1959 4h. Email address: gburns@ncdot.gov 5. AgenUConsultant Information (if applicable) Sa. Name: James J. Rerko, PWS 5b. Business name NCDOT/Div 6/Division Environmental Officer (if applicable): 5c. Street address: PO Box 1150 5d. City, state, zip: Fayetteville, NC 28302 5e. Telepho�e no.: (910) 437-0207 Sf. Fax no.: (910) 486-1959 5g. Email address: prerko@ncdot.gov Page 2 of 11 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): NA Latitude: Longitude: - 1b. Site coordinates (in decimal degrees): PS#1: 35.1518'N -78.5540'W PS#2:35.1514'N -78.5534'W (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 3.15 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to pS#1-2: Anderson Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Cape Fear 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: Within this 0.5mile section of NC 210 there is located multiple homes and business entrances on both the Left and Right. Valley Road is a dirt road that is the entrance into a medium size trailer park. Most of these driveways (19 total) are located within 600ft or less of eachother. The topograhpy within this area is also a factor with elevational changes up to 20feet and rolling hills blocking open site distance. 3b. List the total estimated acreage of all existing wetlands on the property: 0.07 acres 3c. List the total estimated Iinear feet of all existing streams (intermittent and perennial) on the property: 28 LF- PS#2 (0.01 acres -PS#1) 3d. Explain the purpose of the proposed project: To provide motorists a turn lane so as to prevent rear end collisions. 3e. Describe the overall project in detail, including the type of equipment to be used: This section of roadway will be widened up to 12feet in sections to allow for the addition of a tum lane. 2 foot widening will also take place to increase the width of the roadway and allow for safer turing movements. Impacts will be minimized as much as possible. The culverts will be replaced utilizing a track-hoe excavator. While front end loaders will place fill material. Eventually a motor grader will finish grade the project prior to paving. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? � Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Arcadis Name (if known): Robert Lepsic Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. February 25, 2013- Ronnie Smith USACE 5. Project History Sa. 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. Page :i of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed impacts Inventory 1. Impacts Summary 1 a. 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 ofjurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem ora W1 � P❑ T Cut/FiII Headwater Forest � Yes � Corps 0.03ac ❑ No ❑ DWQ W2 � P � T Cut/Fiff Headwater Forest � Yes � Corps p.04ac ❑ No ❑ DWQ W3 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.07 acres 2h. Comments: 0.01 acres of excavation will be incurred at each site. 0.01 acres of fill for placement of culvert at each site (Upstream). Additional mechanized clearing wiil also take place: Permit Site#1: 0.01 acre and Permit Site #2: 0.02acres. 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. 3 b. 3c. 3d. 3e. 3f. 3 g. Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average Impact number- (PER) or (Corps-404, 10 stream length Permanent (P) or intermittent DWQ — non-404, Width (linear Temporary (� (INT)? other) (feet) feet) S1 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 � P❑ T Culvert UT of Anderson ❑ PER ❑ Corps Creek � INT � DWQ 2 ft 28 LF S3 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 28 �F 3i. Comments: Impacts from downstream proposed culvert addition. Page 5 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually Iist all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora 01 � P❑ T UT of Anderson Culvert Unnamed Tributary 0.01 acres Creek Anderson Creek 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 0.01 acres 4g. Comments: Impacts from downstream proposed culvert addition. 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. Sc. Sd. 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 NA P2 Sf. Total Sg. 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: Page 6 of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chaR below. If yes, then individually list all buffer impacts below. If an im acts require 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 Stream name mitigation (square feet) (square feet) Tem ora T im act re uired? 61 ❑P❑T NA ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Culverts have been eute�ded the necessary length to meet up with the flow of ditch lines. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction technlques. Appropriate Erosion Control measures shall be in place so that the surrounding wetlands are not disturbed and downstream water quality is not negatively effected. 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? 26. 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 Responsibie Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type NA Quantity NA Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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. 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) Zane 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: NA Page 8 of 11 PCN Form — Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No Comments: 2. Stormwater Mana ement Pian 2a. What is the overall percent imperviousness of this project? 33 % 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: Please see attached management plan ❑ 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 governmenYs jurisdiction is this project? NA ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Othec 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 9 of 11 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal(state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes � No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 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 letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � 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 impad 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. Thfs is a road widening for a turn lane to increase safety and shall not in and of itself increase traffic volumes. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. NA Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Carps Requirement) Sa. Will this project occur in or near an area with federally protected species or � Yes � No habitat? Sb. Have you checked with the USFWS concerning Endangered Species Act � yes � No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field Offce you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? FWS website, Nature Hertiage GIS data layer July 2014, in feld site investigation February 2013 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fsh habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat7 USFWS website- http://www.fws.gov/nc-es/fish/fish.html 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 NoRh Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? This project was reviewed by Natural Heritage Unit within NCDOT 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: NA 8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping website (Tile # 0524) � Crreg Burns, P.E. Oct 1,2014 5 /b o /g- ApplicanVAgenYs Printed Name � � IicanUA enYs Signature Date (AgenYs 9ignature i$ valid only if an authorization letter from the applicant '� / is provided.) Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version _ _ �, ��,�ii'��^•,1'��n�; ,_ � � ., �°� � �/�� 1 �� \ ` � !�,,--.�� `, � 1 � �...%7 t �d I y l� t / � G/� '� Proy� ; �',V .� , ^ ,,U �� _ � ,� ,. , , ; , � , �� ,�; -. ��_ : � — � �� ," 1 � ' � ��Y�li SL _ � ' `�� -1 � v. � � li ` '� `�.�=(�- V�J+�' '�-' ` i �� \�, . �' �� 7 t � � �� .�� ' � � �� r �.� � �'r�� ri �� ` �� i ,i� N �sI`� :�f /'( ,� �> v;: �1, I l/ �� , �'` � � f, "� � � , =_% � � ` � --. � ':\ . Cc�'=-� C -�" , , , �, �, n , , � .� 7 s��f—� ! � �. „i 3� 1 �'�� ,_, t _ {«:� -� I� � � �/ � .1 � ,,; e . _< ✓� , � � � � � ,% ` Yz- !/ � q< - .`:BN ' � V''��i .^�A � i � �— , � .. � / ry t%. C � �� 1 I �,. '� i6 � �-�` �i` •. � . � l� - ' - � )�i' �` \\s-.�/,<T�J 1 � � . � 1 _ ,�' ) x f �.% '_� i / . � i p', ,. i . � l�. �� rs ly ��{ e'�_./�1�� . "� ��-��1 / � i , / �.; � �%. �,��ti�� (.,'7' ,' i ' .� �i ( `-�� i�'� �� ," _ �E,� �I � � % � � / J �� ' - ��✓J�G� J / �i , � "i � � i r- /2J} % � ' �7 r �.. ( � % �."'�'"'` _' . J 1 -� �'� '� %�� ' ' _'l��r��' � �- � �. � ,, � � 1� � �f� r - � �,�� . � ., } .� 4 '- � , ��. � � . � �)) i . I / r ' 'L L .� � �-�i ,/ 7 � � � '�{'} r ��-, ;iPi ; - - t ' Andems9�=_ ��_ � � l -� � --��r 'iT../ � C�' � � � � ' �1 � ^ y � , ` ��;/n� �r��,�,,5'1�)i!� �.fl_ ` �, �- � . � , -�er/ �'J 1(�Hw� l l �_-r=- 1 ) %.y�l�/....��Ir.�l� i^-c � .il ..�i \� . � ' A#<' . .,.. : . � i�� J�as ��!� ,' ✓�I Permit Site #2 �� ' �� , j r � �' �-�-r--�'--�-�� , . ` ,` � ' ` � �_V I � � . � .r°� A . � � �` � � �� 1 �� 4- % � � ✓ } � � I --� �,1.�,��J _ ....y�soo { '� ` .- �'-�' � �-1 / ' '� _I �r �,�7' - ��`� � Permit Site #1 � �� % - 7f1] � ti�- h i �- �� F�� , ` ` '�" ��' C-� �a, i7 ��--." y f �a. �' � � <�„`y � . � � 1 '� -''� ' i c � � �l!. � � � -`'" � `4 �� -' � \ � � : l, a f` -'°�q.,; '� � �'�;1`�—.t�' ��-�.��\��.`��•..r 1 L - �%� � �� i� �S� `` t� � � �� r f�.��` 1.,l�s �, �`\� �� c�f\ _`` i��,. �,`2� � � liA y � Z '�� i�VA A�� ,�i �.�. a,�t. � I I�� F `� 1��'�� r��, 1 .:� ,.,—_ 'r\'_� �t� �`l,� _ � 1\ ``�% �� .s,�..� V��Ct��..� .�� f �`,+,,� ,��}ti,�%�'�� irC 1�1;�- a'�"! !'�h c} �j jt1 �L�� ;�i �,, ''1``'5�,��,��'��'``1 � ` `� �% l ` �c ' � ��j": .q a �C)� � Jt�f� � � � ` � `-7 � ( ,'� ' \�`� �- -. � '�� i\` � r ., �1 4�' , � ^� � ��7�t � i� ' �� vn z�� 1�`�� " �4 � i � � V�� {��y,� r-� � �-; � . 1� � ��`�u .� � �1� - A �`1 ��1i d� ��q. 1,F�'�`< `'��`L , � -�`'- � , i� -� , r a..l..1'�'^ ,;�` =�i � � �=1 �� "� � � � 11��k�� r�' �� . `�-.,' \ <,' � \� �� a, `�\ ,� i� f rfj r /?� � I � r°., - 14 =` v r� ��' �`,, --:V__ \, �u , ;ti(E �� l, � r�ro, ��-��`�^ �`--��' �� , t�� l it rr�r�� .� f>'�.. ' �'\�'��,. .�� ` 11�� r�fi X ��1��,� (��,�; ?5. f) (((\ ��J` . t f�j 11 () �-" '��1�-��.�� i`�A�� `r I �.``��C��)) �i �\ /�... ��ti''F i�, l � �'<�-��1 � �\� �U3 c�I Sl �('� � UJ „" %�i ��i ��l�ti4;�<°� �1J h?�t(�n�� ;'�,; i fsr" :li 4",= ,�, : � ; = � , ;, , n "• � � I '°• ^ OIA 8F � �� End Project i. _ ri — __ ` ' �zc �"\� � ! '/� � q �� }I `}j� � �J 1.1 \ � �' F1,1 �, '-, -} r'��, / 'fi�' ,. - — 4 '- � i � : 1 e��, iJ`. � �`� 31 a� �;,i� j �L-�� lrail_r ! \:,e/ /' i v-`� ,``p�"'1 � �\ �� f"__ ��` � 4� r� � 7 ` � � i ,, ; ,. �., .� Begin Pro�ect �� `� �� \� �r , � f i� J�,.,r--� � .n•�J '_ ._ . �'/�. �Y`� f� �.i. �� / �f!" e �^ j i . �.?.�' � ,, �� - ,�y�-� /:' ;' � f ` � � � �� , � N Site Information .� �� TI �� W E NC 210 �"; �, '� 1J1 �� 0 900 1,800 3,600 Feet W-5206Q -1'° 1 � S r� ' J Hamett County -y 1 inch = 2,000 feet (V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) W - 5 2 0 6 Q Co u n t y ( i e s ) : Ha r n e t t Page 1of 1 Pr o j e c t T y p e : D a t e : Ph o n e : Ph o n e : Em a i l : Em a i l : Co u n t y ( i e s ) : CA M A C o u n t y ? De s i g n / F u t u r e : Ex i s t i n g : Su p p l e m e n t a l : No n e Pr i m a r y : UT S o u t h P r o n g A n d e r s o n C r e e k Ca p e F e a r 18 - 2 3 - 3 2 - 2 jd a l t o n @ s u n g a t e d e s i g n . c o m 2 P a v e d 1 2 ' l a n e s w i t h 1 2 ' t u r n l a n e a n d 4' p a v e d s h o u l d e r s w i t h g r a s s e d s h o u l d e r se c t i o n 2 p a v e d 1 2 ' l a n e s w i t h g r a s s e d s h o u l d e r s e c t i o n N/ A NC D W Q S t r e a m I n d e x N o . : Pr o j e c t / T I P N o . : NC D O T C o n t a c t : Pr o j e c t N o . : W- 5 2 0 6 Q Co n t r a c t o r / D e s i g n e r : jl i n d s e y @ n c d o t . g o v Ra l e i g h , N C 2 7 6 9 9 - 1 5 9 0 Ge n e r a l P r o j e c t I n f o r m a t i o n Ad d r e s s : 9/12/2014 91 5 J o n e s F r a n k l i n R o a d 15 9 0 M a i l S e r v i c e C e n t e r Ra l e i g h , N C 2 7 6 0 6 No r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S Je r r y L i n d s e y , P E Ro a d w a y W i d e n i n g ac. Ge n e r a l P r o j e c t N a r r a t i v e : Th i s p r o j e c t i n v o l v e s t h e w i d e n i n g o f N C 2 1 0 f r o m B e t h e l B a p t i s t R o a d ( S R 2 0 4 8 ) t o H a y e s R o a d ( S R 2 0 4 7 ) f r o m a 2 - l a n e r o a d t o a 3-lane road with paved shoulders. Several ex i s t i n g d r a i n a g e c r o s s p i p e s w i l l b e r e p l a c e d wi t h t h e s i z e s i n c r e a s e d t o a c c o m o d a t e f u t u r e w a t e r s h e d d e v e l o p m e n t . G r a s s l i n e d ditches are proposed along both sides of th e r o a d w a y f o r t h e m a j o r i t y o f t h e p r o j e c t t o m a i n t a i n e x i s t i n g d r a i n a g e p a t t e r n s . P e r m a n e n t s o i l r e i n f o r c e m e n t m a t t i n g ( P S R M ) h a s b e e n s p e c i f i e d i n s e v e r a l d i t c h e s . Ty p i c a l C r o s s S e c t i o n D e s c r i p t i o n : Re f e r e n c e s 8600 3. 1 5 Av e r a g e D a i l y T r a f f i c ( v e h / h r / d a y ) : ac . Ot h e r S t r e a m C l a s s i f i c a t i o n : Su n g a t e D e s i g n G r o u p , P A Ci t y / T o w n : (9 1 9 ) 8 5 9 - 2 2 4 3 Hy d r a u l i c s U n i t Ad d r e s s : N/ A (9 1 9 ) 7 0 7 - 6 7 0 0 Ha r n e t t No No n e NC D W Q S u r f a c e W a t e r C l a s s i f i c a t i o n f o r P r i m a r y R e c e i v i n g W a t e r 30 3 ( d ) I m p a i r m e n t s : Ri v e r B a s i n ( s ) : Pr i m a r y R e c e i v i n g W a t e r : Cl a s s C Bu f f e r R u l e s i n E f f e c t Pr o j e c t D e s c r i p t i o n No n e Su r r o u n d i n g L a n d U s e : Re s i d e n t i a l 0. 5 8 7 M i l e s 86 0 0 2. 0 3 Pr o j e c t B u i l t - U p o n A r e a ( a c . ) Pr o p o s e d P r o j e c t E x i s t i n g S i t e Pr o j e c t L e n g t h ( l i n . M i l e s o r f e e t ) : WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 SITE 2 SHEET 1 OF 10 PERMIT DRAWING 25 50 10050 25 50 10050 5 10 20 10 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of:DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E. SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 9 / 19 / 2 0 14 W 5 2 0 6 Q _ H y d _ p r m _ w e t _ P S H _ 0 1. d g n j d a l t o n T I P P R O J E C T : STATE HIGHWAY DESIGN ENGINEER D E P A R T MEN T O F TRA N S PORTA T I O N S T A TEOFNORT H C AR O LI N A 801 Corporate Center Drive, Suite 300 Raleigh, NC 27607-5073 Tel: 919/854-1282 Fax: 919/854-5448 WWW.ARCADIS-US.COM G & M of North Carolina, Inc. DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS C O N T R A C T : ENGINEER HYDRAULICS ENGINEER ROADWAY DESIGN for the North Carolina Department of Transportation NC License No. C-1869 VICINITY MAP See Sheet 1-B For Conventional Symbols See Sheet 1-A For Index of Sheets W-5206Q 45336.1.17 HARNETT COUNTY NC 210 FROM BETHEL BAPTIST ROAD (SR 2048) TO PROJECT BEGIN PROJECT END W - 5 2 0 6 Q TO FORT BRAGG LILLINGTON TO HSIP-0210(29) O v e rh ills Rd . Hayes Rd. B et hel Baptist Rd. 210 210 Sha w Rd. Overhills R d . R am b eau t Rd. Shady Grove Rd. Race Track R d. MichaelynDrive E lli o t t Brid g e Rd. Raynor R d . 2086 2081 2113 1120 2047 2048 2094 1182 1183 1185 2165 2166 2164 2479 1121 2050 2045 2097 2096 Cumberland County Harnett County ( S R 2 0 4 7 ) H A Y E S R O A D NC 210 BEGIN TIP PROJECT W-5206Q -L- POT STA. 16+00.00 END TIP PROJECT W-5206Q -L- POT STA. 47+00.00 TOTAL LENGTH STATE PROJECT = 0.587 MILES HAYES ROAD (SR 2047) -L- STEVE SMALLWOOD, P.E. LETTING DATE: PROJECT ENGINEER RIGHT OF WAY DATE: NCDOT CONTACT: 2012 STANDARD SPECIFICATIONS ARCADIS CONTACT R O A D (S R 2 0 4 8 ) B E T H E L B A P T I S T 4 5 6 DHV D T V = = = = =60 ADT * TTST 3%DUAL 4% 2012 8,600 7 ? ? % % MPH % * SCOTT PRIDGEN THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. R O A D V A L L E Y 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 UTIL. MARKINGS, AND MARKERS AND THERMOPLASTIC PAVEMENT GRADING, PAVING, DRAINAGE, TRAFFIC CONTROL 45336.2.17 HSIP-0210(29) 45336.3.17 HSIP-0210(29) P.E. CONST. REGIONAL TIER DESIGN ARTERIAL FUNC CLASS = PRINCIPLE TO THE LIMITS ESTABLISHED BY METHOD III. CLEARING ON THIS PROJECT SHALL BE PERFORMED NOVEMBER 2013 NOVEMBER 2014 BL 39’ BST 20’ BST ASPH. AS PH. DIRT AS P H. ASPH. DIRT GRAVEL DI R T DIRT DIRT AS P H. ASPH. DIRT AS P H. AS P H. A S P H. GRAV EL G R A V E L G R A V EL GRAVEL P58 SITE 1 SHEET 2 OF 10 PERMIT DRAWING CLEARING DENOTES MECHANIZED* * * * ** * ** * * S S SURFACE WATER DENOTES IMPACTS IN S E E IN WETLAND DENOTES EXCAVATION S E E S H E E T 4 M A T C H L IN E - L - S T A . 2 3 + 5 0 . 0 0 S E E S H E E T 6 M A T C H L IN E - L - S T A . 3 6 + 5 0 . 0 0 5 FOR -L- PROFILE SEE SHEET 7 R /W R E V I S I O N N O . 1 : A D D E D P U E T O P A R C E L N O . 2 2 5 + 4 0 LT . 1 / 0 8 /2 0 1 4 . D A P 3IN DOGWOOD 6IN DOGWOOD 6IN DOGWOOD 6IN DOGWOOD 6IN DOGWOOD 6IN DOGWOOD 18" RCP 18" RCP 2 4 " R C P 15" RCP 15" RCP 15" RCP 15" RCP 1 5 " R C P 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP OWNER NAME: BRIAN ALLEN SHERRER WIFE RUTH HERRING BAREFOOT OWNER NAME: ELDRIDGE R. BAREFOOT JR. &OWNER NAME:HUEY LEE FAIRCLOTH OWNER NAME: SHEILA KEEN OWNER NAME: A O WEST HEIRS VAULT O HL O H L OHL O H L O H L OHL OHL O H L O H L OHLOHLOHLOHLOHL 4 ’ F E N C E 4 ’ F E N C E 6’ FENCE 3’ WIRE 3’ WIRE 4’ FENCE EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ + / - 6 0 . 0 0 ’ + / - HUSBAND ZANE KEEN OWNER NAME: SHEILA KEEN & SHARON TENHET WILLETT OWNER NAME: CALVIN L. TENHET SR.& ELEV. = 197.25’ 54.57’ RIGHT -BL- STA. 21+51.62 BM #2 6 0 .0 0 ’+ / - O W N E R N A M E : A N D Y R U H L A N D M A P N U M B E R 2 0 0 5 - 2 7 5 D E E D B O O K # 1 7 3 9 , P A G E # 4 2 0 D IR T BRAD. PEAR 1IN BRAD. PEAR 1IN GRAVEL D I R T D I R T D IR T A S P H . ASPH. D IR T A S P H . A S P H . A S P H . W GATE BLDG SHELTER E X I S T I N G 6 0 ’ E A S E M E N T 7 5 ’ R / W ( P R I V A T E ) LP_GAS SHELTER MAGNOLIA 8IN DOGWOOD 6IN DOGWOOD 6IN DOGWOOD 6IN W GATE B i ll B o a r d WIFE PEGGY C. BAREFOOT OWNER NAME: BENNY G. BAREFOOT &UTILITY EASEMENT TELEGRAPH COMPANY CAROLINA TELEPHONE & 801 Corporate Center Drive, Suite 300 Raleigh, NC 27607-5073 Tel: 919/854-1282 Fax: 919/854-5448 WWW.ARCADIS-US.COM G & M of North Carolina, Inc. NC License No. C-1869 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9 / 19 / 2 0 14 W 5 2 0 6 Q _ H y d _ p r m _ w e t _ P S H _ 0 5 . d g n j d a l t o n HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. W-5206Q 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 1 2 3 4 5 7 8 9 6 95’ LT. +40 95’ LT. +85.21 74.53’ LT. +40 74.55’ LT. +85.21 10 2 5 3 0 3 5 E X . E X . .0 4 .0 4 .0 4 .0 4 .0 3 0 1 0 1 ( E X .) 0 0 ( E X .) .0 3 I H a P a a I b H a a a a b Ib b H H H H b b bb 8" HARNETT CO. 8" HARNETT CO. 30" HARNETT CO. 30" HARNETT CO. CENTURY LINK CENTURY LINK CENTURY LINK CENTURY LINK C E N T U R Y L I N K CENTURY LINK CENTURY LINK CENTURY LINK 6 " TH 4 TH 3 8" PLAS. (AATFI)REMOVE REMOVE REMOVE 18 " R C P 2 4 " R C P - IV P P REMOVE REMOVE REMOVE 15" 15"15"15" 15" 18" 18" SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH 2: 1 D Flatter4:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 23+50 TO STA. 26+30 -L- LT FROM STA. 23+50 TO STA. 26+30 -L- RT Slope Ditch Front Ground Natural DETAIL 2 Type of Liner= PSRM Max d= 1.0 Ft. Min. D= 1.5 Ft. Flatter4:1 or D 2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 34+00 TO STA. 36+50 -L- LT FROM STA. 32+00 TO STA. 35+15 -L- RT FROM STA. 29+00 TO STA. 31+80 -L- LT FROM STA. 27+50 TO STA. 31+10 -L- RT FROM STA. 26+30 TO STA. 27+50 -L- LT DETAIL 1 Min. D= 1.5 Ft. Ground Natural Slope Ditch Front REMOVE 3 0 " R C P - I V 15" 0501 EST 21 SY GEOTEXTILE EST. 8 TONS CL ’B’ RIP RAP 0502 REMOVE 0503 0504 0505 REMOVE 0506 0507 0509 0508 0510 0511 REMOVE 0512 0513 REMOVE EST 14 SY GEOTEXTILE EST. 5 TONS CL ’B’ RIP RAP SEE DETAIL 2 EST. 105 SY. LINE WITH PSRM FROM -L- 23+50 TO 26+30 RT. SPEC CUT DITCH SEE DETAIL 2 EST. 100 SY. LINE WITH PSRM FROM -L- 23+50 TO 26+30 LT. SPEC CUT DITCH PLUG PLUG 18" RC P -IV EST 10 SY GF EST 3 TONS CL B RIP RAP EST 10 SY GF EST 3 TONS CL B RIP RAP SEE DETAIL 1 SPEC CUT DITCH C C C C C C F C C C C C C C F C C C C C C C F C C C SITE 1 SHEET 3 OF 10 PERMIT DRAWING 185 1 8 6 187 1 8 7 188 18 8 189 1 8 9 190 190 19 0 190 19 1 191 1921 9 2 193 193 1 9 3 194 194 1 9 5 1 9 5 195 195 1 9 6 196 196 196 196 197 19 7 197197 198 198 198 199 199 199 2 0 0 200 200 200 200200 201 201 201 201 202 202 202 2 0 2 2 03 203 20 3 203 203 2 0 3 204 204 204 204 204 205 205205 205 205 205 205 205205 205 206 206 2 0 6 207 207 2 0 7 207 208 208 209 209 210 210 211 2 12 213 2 142152 15 216217 CLEARING DENOTES MECHANIZED* * * * ** * ** * * S S SURFACE WATER DENOTES IMPACTS IN S E E IN WETLAND DENOTES EXCAVATION S E E S H E E T 4 M A T C H L IN E - L - S T A . 2 3 + 5 0 . 0 0 S E E S H E E T 6 M A T C H L IN E - L - S T A . 3 6 + 5 0 . 0 0 5 FOR -L- PROFILE SEE SHEET 7 R /W R E V I S I O N N O . 1 : A D D E D P U E T O P A R C E L N O . 2 2 5 + 4 0 LT . 1 / 0 8 /2 0 1 4 . D A P 3IN DOGWOOD 6IN DOGWOOD 6IN DOGWOOD 6IN DOGWOOD 6IN DOGWOOD 6IN DOGWOOD 18" RCP 18" RCP 2 4 " R C P 15" RCP 15" RCP 15" RCP 15" RCP 1 5 " R C P 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP OWNER NAME: BRIAN ALLEN SHERRER WIFE RUTH HERRING BAREFOOT OWNER NAME: ELDRIDGE R. BAREFOOT JR. &OWNER NAME:HUEY LEE FAIRCLOTH OWNER NAME: SHEILA KEEN OWNER NAME: A O WEST HEIRS VAULT O HL O H L OHL O H L O H L OHL OHL O H L O H L OHLOHLOHLOHLOHL 4 ’ F E N C E 4 ’ F E N C E 6’ FENCE 3’ WIRE 3’ WIRE 4’ FENCE EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ + / - 6 0 . 0 0 ’ + / - HUSBAND ZANE KEEN OWNER NAME: SHEILA KEEN & SHARON TENHET WILLETT OWNER NAME: CALVIN L. TENHET SR.& ELEV. = 197.25’ 54.57’ RIGHT -BL- STA. 21+51.62 BM #2 6 0 .0 0 ’+ / - O W N E R N A M E : A N D Y R U H L A N D M A P N U M B E R 2 0 0 5 - 2 7 5 D E E D B O O K # 1 7 3 9 , P A G E # 4 2 0 D IR T BRAD. PEAR 1IN BRAD. PEAR 1IN GRAVEL D I R T D I R T D IR T A S P H . ASPH. D IR T A S P H . A S P H . A S P H . W GATE BLDG SHELTER E X I S T I N G 6 0 ’ E A S E M E N T 7 5 ’ R / W ( P R I V A T E ) LP_GAS SHELTER MAGNOLIA 8IN DOGWOOD 6IN DOGWOOD 6IN DOGWOOD 6IN W GATE B i ll B o a r d WIFE PEGGY C. BAREFOOT OWNER NAME: BENNY G. BAREFOOT &UTILITY EASEMENT TELEGRAPH COMPANY CAROLINA TELEPHONE & 801 Corporate Center Drive, Suite 300 Raleigh, NC 27607-5073 Tel: 919/854-1282 Fax: 919/854-5448 WWW.ARCADIS-US.COM G & M of North Carolina, Inc. NC License No. C-1869 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9 / 19 / 2 0 14 W 5 2 0 6 Q _ H y d _ p r m _ w e t _ P S H _ 0 5 . d g n j d a l t o n HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. W-5206Q 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 1 2 3 4 5 7 8 9 6 95’ LT. +40 95’ LT. +85.21 74.53’ LT. +40 74.55’ LT. +85.21 10 2 5 3 0 3 5 E X . E X . .0 4 .0 4 .0 4 .0 4 .0 3 0 1 0 1 ( E X .) 0 0 ( E X .) .0 3 I H a P a a I b H a a a a b Ib b H H H H b b bb 8" HARNETT CO. 8" HARNETT CO. 30" HARNETT CO. 30" HARNETT CO. CENTURY LINK CENTURY LINK CENTURY LINK CENTURY LINK C E N T U R Y L I N K CENTURY LINK CENTURY LINK CENTURY LINK 6 " TH 4 TH 3 8" PLAS. (AATFI)REMOVE REMOVE REMOVE 18 " R C P 2 4 " R C P - IV P P REMOVE REMOVE REMOVE 15" 15"15"15" 15" 18" 18" SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH 2: 1 D Flatter4:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 23+50 TO STA. 26+30 -L- LT FROM STA. 23+50 TO STA. 26+30 -L- RT Slope Ditch Front Ground Natural DETAIL 2 Type of Liner= PSRM Max d= 1.0 Ft. Min. D= 1.5 Ft. Flatter4:1 or D 2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 34+00 TO STA. 36+50 -L- LT FROM STA. 32+00 TO STA. 35+15 -L- RT FROM STA. 29+00 TO STA. 31+80 -L- LT FROM STA. 27+50 TO STA. 31+10 -L- RT FROM STA. 26+30 TO STA. 27+50 -L- LT DETAIL 1 Min. D= 1.5 Ft. Ground Natural Slope Ditch Front REMOVE 3 0 " R C P - I V 15" 0501 EST 21 SY GEOTEXTILE EST. 8 TONS CL ’B’ RIP RAP 0502 REMOVE 0503 0504 0505 REMOVE 0506 0507 0509 0508 0510 0511 REMOVE 0512 0513 REMOVE EST 14 SY GEOTEXTILE EST. 5 TONS CL ’B’ RIP RAP SEE DETAIL 2 EST. 105 SY. LINE WITH PSRM FROM -L- 23+50 TO 26+30 RT. SPEC CUT DITCH SEE DETAIL 2 EST. 100 SY. LINE WITH PSRM FROM -L- 23+50 TO 26+30 LT. SPEC CUT DITCH PLUG PLUG 18" RC P -IV EST 10 SY GF EST 3 TONS CL B RIP RAP EST 10 SY GF EST 3 TONS CL B RIP RAP SEE DETAIL 1 SPEC CUT DITCH C C C C C C F C C C C C C C F C C C C C C C F C C C SITE 2 SHEET 4 OF 10 PERMIT DRAWING CLEARING DENOTES MECHANIZED* * * * ** * ** * * S S SURFACE WATER DENOTES IMPACTS IN S E E IN WETLAND DENOTES EXCAVATION S E E S H E E T 5 M A T C H L IN E - L - S T A . 3 6 + 5 0 . 0 0 6 FOR -L- PROFILE SEE SHEET 7 & 8 -L- STA. 47+00.00 END TIP PROJECT W-5206Q 32IN PINE O H L O H L 15" RCP 18" RCP 1 8 " R C P 18" RCP OWNER NAME: ANDY RUHLAND OWNER NAME: ILA L. WEST OWNER NAME: ANDY RUHLAND OWNER NAME: J.C. ADAMS INC. OWNER NAME: J.C. ADAMS INC. OWNER NAME: MALCOLM DARROCH OWNER NAME: LISA WISE STOUGH WIFE NINA BARNES OWNER NAME: FESTUS BARNES & WIFE ROBERTA LEWIS OWNER NAME: STUART LEWIS & OHL OHL O H L O H L OHLOHLOHLOHLOHL OHL OHL OHL 6 " C P P 3’ WIRE WOOD SPLIT RAIL WOOD SPLIT RAIL WOOD SPLIT RAIL EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W 6 0 . 0 0 ’ + / - 10 0 . 0 0 ’ + / - D A T U M D E S C RI P TI O N T H E L O C A LI Z E D C O O R DI N A T E S Y S T E M D E V E L O P E D F O R T HI S P R OJ E C T I S B A S E D O N T H E S T A T E P L A N E C O O R DI N A T E S E S T A B LI S H E D B Y WI T H N A D 8 3/ 2 0 0 1 S T A T E P L A N E G RI D C O O R DI N A T E S O F N O R T HI N G: 5 4 5, 2 2 9. 4 1(ft) E A S TI N G: 2, 0 2 1, 2 1 5. 2 9(ft) T H E A V E R A G E C O M BI N E D G RI D F A C T O R U S E D O N T HI S P R OJ E C T ELEV. = 177.08’ 101.98’ LEFT -BL- STA. 36+33.59 BM #3 2 4 " R C P6 0 . 0 0 ’ + / - O W N E R N A M E: A N D Y R U H L A N D A S P H. G R A V E L G R A V E L GRAVEL G R A V EL E X I S T I N G 6 0 ’ E A S E M E N T PINE 15IN PINE 15IN PINE 15IN PINE 15IN PINE 15IN PINE 15IN 801 Corporate Center Drive, Suite 300 Raleigh, NC 27607-5073 Tel: 919/854-1282 Fax: 919/854-5448 WWW.ARCADIS-US.COM G & M of North Carolina, Inc. NC License No. C-1869 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9 / 19 / 2 0 14 W 5 2 0 6 Q _ H y d _ p r m _ w e t _ P S H _ 0 6 . d g n j d a l t o n HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. W-5206Q 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 10 11 12 13 4 0 4 5 5 0 .0 2 0 0 E X . E X . .0 1 ( E X .) .0 1 ( E X .) .0 3 a aa | a a b I I I H b I b 8" HARNETT CO. 30" HARNETT CO. CENTURY LINK CENTURY LINK CENTURY LINK a b CENTURY LINK C E N T U R Y L I N K C E N T U R Y L I N K CENTURY LINK 8" HARNETT CO. 30" HARNETT CO. 6 " H A R N E T T C O . 6 " H A R N E T T C O. TH 2TH 1 E O I 8" PVC (AATUR) 8" PVC (AATUR) RETAIN R E T AI N 15" Ground Natural EXISTING CHANNEL ( Not to Scale) Natural Ground 3’ 5’ 1: 1 1:1 Ground Natural EXISTING CHANNEL ( Not to Scale) Natural Ground 2’ 2’ 2: 1 6:1 SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH 18" REMOVE ( Not to Scale) EXI STI N G BANK EXISTING BANK PIPE OUTLET CHANNEL DETAIL 3 STA. 40+25 -L- RT Ground Natural Ground Natural (Variable) CHANNEL BED d Est. 14 SY Geotextile Est. 5 Tons of Class B Rip-Rap Min. d= 3.0 Ft. Length= 15 Ft. Geotextile SEE DETAIL 4 FALSE SUMP Flatter4:1 or D 2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 44+50 TO STA. 47+00 -L- LT FROM STA. 41+50 TO STA. 44+65 -L- RT FROM STA. 37+65 TO STA. 40+20 -L- RT FROM STA. 36+50 TO STA. 43+85 -L- LT DETAIL 1 Min. D= 1.5 Ft. Ground Natural Slope Ditch Front REMOVE 3 0 " R C P - I V 0601 REMOVE 0602 REMOVE 30" RCP-IV 0603 0604 W/18" RCP-III COLLAR AND EXTEND W/18" RCP-III COLLAR AND EXTEND EST 10 SY GEOTEXTILE EST 3 TONS CL. ’B’ RIP RAPEST 14 SY GEOTEXTILE EST 5 TONS SEE DETAIL 3 ON BANKS ONLY CL ’B’ RIP RAP 0605 2GI DRAIN GRADE to C F C C C C C C C C C C C C C C CC C SITE 2 SHEET 5 OF 10 PERMIT DRAWING 164 165 166 166 1 6 7 167 1 6 8 168 16 9 169 1 6 9 1 7 0 17 0 1701 7 0 1 7 0 17 1 17 1 17 2 1 7 2 173 173 173 1 7 3174 174 174 17 4 174 174 175 175 175 175 175175 175 175 175 175 175 175 1 7 5 175 175 1 7 5 176 17 6176 176 176 1 7 6 176 176 176 1 7 6 17 6 17 6 177 177 177 177 177 1 7 7 1 7 7 177 178 1 7 8 178178 179 179 179 180 180 180 181182183 183 18 4 184 185 185 185 1 8 5 186 CLEARING DENOTES MECHANIZED* * * * ** * ** * * S S SURFACE WATER DENOTES IMPACTS IN S E E IN WETLAND DENOTES EXCAVATION S E E S H E E T 5 M A T C H L IN E - L - S T A . 3 6 + 5 0 . 0 0 6 FOR -L- PROFILE SEE SHEET 7 & 8 -L- STA. 47+00.00 END TIP PROJECT W-5206Q 32IN PINE O H L O H L 15" RCP 18" RCP 1 8 " R C P 18" RCP OWNER NAME: ANDY RUHLAND OWNER NAME: ILA L. WEST OWNER NAME: ANDY RUHLAND OWNER NAME: J.C. ADAMS INC. OWNER NAME: J.C. ADAMS INC. OWNER NAME: MALCOLM DARROCH OWNER NAME: LISA WISE STOUGH WIFE NINA BARNES OWNER NAME: FESTUS BARNES & WIFE ROBERTA LEWIS OWNER NAME: STUART LEWIS & OHL OHL O H L O H L OHLOHLOHLOHLOHL OHL OHL OHL 6 " C P P 3’ WIRE WOOD SPLIT RAIL WOOD SPLIT RAIL WOOD SPLIT RAIL EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W 6 0 . 0 0 ’ + / - 10 0 . 0 0 ’ + / - D A T U M D E S C RI P TI O N T H E L O C A LI Z E D C O O R DI N A T E S Y S T E M D E V E L O P E D F O R T HI S P R OJ E C T I S B A S E D O N T H E S T A T E P L A N E C O O R DI N A T E S E S T A B LI S H E D B Y WI T H N A D 8 3/ 2 0 0 1 S T A T E P L A N E G RI D C O O R DI N A T E S O F N O R T HI N G: 5 4 5, 2 2 9. 4 1(ft) E A S TI N G: 2, 0 2 1, 2 1 5. 2 9(ft) T H E A V E R A G E C O M BI N E D G RI D F A C T O R U S E D O N T HI S P R OJ E C T ELEV. = 177.08’ 101.98’ LEFT -BL- STA. 36+33.59 BM #3 2 4 " R C P6 0 . 0 0 ’ + / - O W N E R N A M E: A N D Y R U H L A N D A S P H. G R A V E L G R A V E L GRAVEL G R A V EL E X I S T I N G 6 0 ’ E A S E M E N T PINE 15IN PINE 15IN PINE 15IN PINE 15IN PINE 15IN PINE 15IN 801 Corporate Center Drive, Suite 300 Raleigh, NC 27607-5073 Tel: 919/854-1282 Fax: 919/854-5448 WWW.ARCADIS-US.COM G & M of North Carolina, Inc. NC License No. C-1869 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9 / 19 / 2 0 14 W 5 2 0 6 Q _ H y d _ p r m _ w e t _ P S H _ 0 6 . d g n j d a l t o n HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. W-5206Q 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 10 11 12 13 4 0 4 5 5 0 .0 2 0 0 E X . E X . .0 1 ( E X .) .0 1 ( E X .) .0 3 a aa | a a b I I I H b I b 8" HARNETT CO. 30" HARNETT CO. CENTURY LINK CENTURY LINK CENTURY LINK a b CENTURY LINK C E N T U R Y L I N K C E N T U R Y L I N K CENTURY LINK 8" HARNETT CO. 30" HARNETT CO. 6 " H A R N E T T C O . 6 " H A R N E T T C O. TH 2TH 1 E O I 8" PVC (AATUR) 8" PVC (AATUR) RETAIN R E T AI N 15" Ground Natural EXISTING CHANNEL ( Not to Scale) Natural Ground 3’ 5’ 1: 1 1:1 Ground Natural EXISTING CHANNEL ( Not to Scale) Natural Ground 2’ 2’ 2: 1 6:1 SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH SEE DETAIL 1 SPEC CUT DITCH 18" REMOVE ( Not to Scale) EXI STI N G BANK EXISTING BANK PIPE OUTLET CHANNEL DETAIL 3 STA. 40+25 -L- RT Ground Natural Ground Natural (Variable) CHANNEL BED d Est. 14 SY Geotextile Est. 5 Tons of Class B Rip-Rap Min. d= 3.0 Ft. Length= 15 Ft. Geotextile SEE DETAIL 4 FALSE SUMP Flatter4:1 or D 2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 44+50 TO STA. 47+00 -L- LT FROM STA. 41+50 TO STA. 44+65 -L- RT FROM STA. 37+65 TO STA. 40+20 -L- RT FROM STA. 36+50 TO STA. 43+85 -L- LT DETAIL 1 Min. D= 1.5 Ft. Ground Natural Slope Ditch Front REMOVE 3 0 " R C P - I V 0601 REMOVE 0602 REMOVE 30" RCP-IV 0603 0604 W/18" RCP-III COLLAR AND EXTEND W/18" RCP-III COLLAR AND EXTEND EST 10 SY GEOTEXTILE EST 3 TONS CL. ’B’ RIP RAPEST 14 SY GEOTEXTILE EST 5 TONS SEE DETAIL 3 ON BANKS ONLY CL ’B’ RIP RAP 0605 2GI DRAIN GRADE to C F C C C C C C C C C C C C C C CC C 02010 10 20 200 205 210 30 40304050 170 175 180 W-5206Q XSC 9 / 19 / 2 0 14 W 5 2 0 6 Q _ H y d _ p r m _ w e t _ x s c _ 2 6 + 3 1 . d g n j d a l t o n 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 5 10 STA 40+16 -L- STA 26+31-L- SHEET 6 OF 10 PERMIT DRAWING 4:1 EXISTING 24" RCP PROPOSED 30" RCP INV=202.5 BURY 20% INV=202.0 BED PROFILE EXISTING 24" RCP PROPOSED 2@30" RCP BED PROFILE INV=174.0INV=174.3 SITE 2 SITE 1 W E T LA N D MECHANIZED CLEARING W E T LA N D MECHANIZED CLEARING IN WETLAND EXCAVATION SITE 1 IN WETLAND EXCAVATAION SHEET 7 OF 10 PERMIT DRAWING 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 9 / 19 / 2 0 14 W 5 2 0 6 Q _ H y d _ p r m _ w e t _ X P L _ 0 5 . d g n j d a l t o n 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 205 205 210 210 215 215 220 220 200 200 25+00.00 205 205 210 210 215 215 200 200 25+50.00 205 205 210 210 215 215 200 200 26+00.00 205 205 210 210 200 200 26+50.00 205 205 210 210 200 20027+00.00 X-5W-5206Q -L- 2.5 5 210.50 207.55 4:12: 1 206.00 4 :1 2:1 5.47% 209.03 205.61 4:1 2: 1 4 :1 2.95% 204.50 2:1 207.95 203.66 4:1 2: 1 4 :1 203.00 2:1 207.15 202.76 4:1 32" W/L 4 :1 2: 1 206.71 203.44 4:12: 1 4 :1 W E T LA N D MECHANIZED CLEARING SITE 2 IN WETLAND EXCAVATION SHEET 8 OF 10 PERMIT DRAWING 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 9 / 19 / 2 0 14 W 5 2 0 6 Q _ H y d _ p r m _ w e t _ X P L _ 1 0 . d g n j d a l t o n 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 185 185 190 190 180 180 37+00.00 180 180 185 185 190 190 175 175 37+50.00 180 180 185 185 190 190 175 175 38+00.00 180 180 185 185 175 175 38+50.00 175 175 180 180 185 185 170 170 39+00.00 X-10W-5206Q -L- 2.5 5 186.76 0.016 0.016 183.51 4:12: 1 4 :1 50:1 185.24 0.001 0.010 181.84 4:12: 1 182.20 4 :1 2:1 16.11% 183.72 0.014 0.010 4:12: 1 180.50 4 :1 2:1 180.17 182.36 178.50 0.030 0.010 2: 1 4:1 4 :1 2:1 178.80 181.35 177.17 4:1 2: 1 177.10 4 :1 2:1 W E T LA N D MECHANIZED CLEARING IN WETLAND EXCAVATION W E T LA N D MECHANIZED CLEARING SITE 2 IN WETLAND EXCAVATION SHEET 9 OF 10 PERMIT DRAWING 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 9 / 19 / 2 0 14 W 5 2 0 6 Q _ H y d _ p r m _ w e t _ X P L _ 1 1 . d g n j d a l t o n 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 175 175 180 180 185 185 170 170 39+50.00 175 175 180 180 185 185 170 170 40+00.00 175 175 180 180 185 185 170 170 40+50.00 175 175 180 180 170 170 41+00.00 175 175 180 180 185 185 170 170 41+50.00 X-11W-5206Q -L- 2.5 5 180.49 175.83 4:12: 1 176.60 4 :1 2:1 179.68 176.10 4 :1 2:14:1 2: 1 174.50 179.15 174.90 4:12: 1 176.81 4 :1 2:1 32" W/L 178.80 175.30 4:1 2: 1 176.53 4 :1 2:1 178.56 174.95 4:1 2: 1 175.70 4 :1 2:1 Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 2 5 + 9 6 t o 2 6 + 6 5 - L - 3 0 " R C P 0 . 0 1 < 0 . 0 1 < 0 . 0 1 2 3 8 + 5 8 t o 4 0 + 4 6 - L - 2 - 3 0 " R C P 0 . 0 1 0 . 0 2 2 6 TO T A L S * : 0 . 0 2 0 . 0 3 < 0 . 0 1 2 6 0 0 *R o u n d e d t o t a l s a r e s u m o f a c t u a l i m p a c t s NO T E S : AT N R e v i s e d 3 / 1 2 / 1 3 SH E E T 10OF 10 NC D E P A R T M E N T O F T R A N S P O R T A T I O N DIVISION OF HIGHWAYS 9-17-2014 W E T L A N D P E R M I T I M P A C T S U M M A R Y WE T L A N D I M P A C T S S U R F A C E W A T E R I M P A C T S HARNETT COUNTY W-5206Q NC 210 WIDENING