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Home My WebLink About20171068 Ver 1_U-5732A Permit Application_signed_20170828STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR Brad Shaver, NCDOT Coordinator Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403 JAMES H. TROGDON, III SECRETARY August 28, 2017 Joanne Steenhuis, NCDOT Coordinator NC Department of Environmental Quality Division of Water Resources 127 Cardinal Drive Ext. Wilmington, NC 28405 Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality Certification 4088 for proposed Dan Owen Drive/Factory Road (SR 1570) Connector in Pender County, North Carolina. TIP No. U-5732A; Debit $240 from WBS No. 54023.1.2 Dear Mr. Shaver: The North Carolina Deparhnent of Transportation (NCDOT) is proposing to a 0.1-mile new alignment connection between Dan Owen Drive and SR 1570 (Factory Road), parallel to US 17 in Hampstead. The proposed connectar includes two 12-foot lanes and 8-foot grass shoulders. The proposed connector from Factory Road to Dan Owen Drive would provide traffic on Factory Road access to southbound US 17 and westbound NC 210 through a signalized intersection on Dan Owen Drive. Please find enclosed the signed preliminary jurisdictional determination (PJD), pre-construction notification application (PCl�, stormwater management plan and pernut drawings for the above referenced project that were prepared for NCDOT by Stantec. Regulatory Approvals Section 404 Permit: We anticipate that this roadway project will be authorized under Section 404 Nationwide Permit (NWP) No. 14. Section 401 Permit: We anticipate 401 General Certification 4088 will apply to this project. NCDOT is requesting written approval from the North Carolina Department of Environmental Quality, Division of Water Resources. If you have any questions or need additional information, please feel free to contact me. Sincerely, �� // Digitally signed by Mason Herndon s%��Y �/� DN: rn=Mason Hemdon� o=NCDOT, ou=Division �.b�'�� 3, email=tmherndon@ncdot.gov, c=US Date: 2017.08Z8 13:01:51 -04'00' Mason Herndon NCDOT Division 3 Environmental Program Supervisor ec: Kristi Lynn Carpenter, Division of Water Resources Enclosures Mailing Address: NC DEPARTMENT OF TRANSPORTATION DNISION OF HIGHWAYS 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28429-5647 Telephone: (910 341-2000 Fax: (910) 675-0143 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28429-5647 Q�oF warFqQc � Y n � o � Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 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 For the record only for Corps Permit: because written approval is not required? 401 Certification: ❑ Yes ❑X No ❑ Yes ❑X No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank � Yes ❑X No or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h 0 Yes ❑ No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: U-5732A Dan Owen Drive Connector 2b. County: Pender 2c. Nearest municipality / town: Hampstead 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state project no: U-5732A 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. n/a 3c. Responsible Party (for LLC if n/a applicable): 3d. Street address: Division 3, 5501 Barbados Blvd. 3e. City, state, zip: Castle Hayne, NC 29429 3f. Telephone no.: 910-341-2036 3g. Fax no.: n/a 3h. Email address: tmherndon@ncdot.gov Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: n/a 4c. Business name (if applicable): 4d. Street address: 4e, City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Amber Coleman, LSS, PWS 5b. Business name Stantec (if applicable): 5c. Street address: 801 Jones Franklin Road, Ste 300 5d. City, state, zip: Raleigh, NC, 27606 5e. Telephone no.: 919-865-7399 5f. Fax no.: 919-851-7024 5g. Email address: amber.coleman@gmail.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): n/a 1 b. Site coordinates (in decimal degrees): Latitude: 34.364625 Longitude: -77.707752 1 c. Property size: 6.2 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Mill Creek 2b. Water Quality Classification of nearest receiving water: SA; HQW 2c. River basin: White Oak 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The properry in the immediate vicinity of the new connector road is forested. Commercial property exists along US17 and the east side of Factory Road is residential. 3b. List the total estimated acreage of all existing wetlands on the property: 0.1 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0 3d. Explain the purpose of the proposed project: See attached 3e. Describe the overall project in detail, including the type of equipment to be used: See attached 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the 0 Yes ❑ No ❑ Unknown Corps or State been requested or obtained for this property / pro'ect includin all prior phases in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type 0 Preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: stantec Name (if known): Amber Coleman / Alex Baldwin OtheP: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. SAW-2016-02506 - December 27, 2016 - part of the overall U-5732 project delineation. This permit is for impacts to wetland "WA" of that JD. 5. Project History 5a. Have permits or certifications been requested or obtained for �Yes ❑X 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 OX No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑X 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 impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Tem ora T W1 P Fill Headwater Wetland Yes Corps 0.03 �/2 P Land Clearing (Mech. Headwater Wetland Yes Corps < 0.01 W3 P Land Clearing(Hand) Headwater Wetland Yes Corps 0.02 W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - W6 - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 0.05 2h. Comments: Wetland impacts are occurring from culvert extension on either side of Dan Owen Drive as part of widening. Land Clearing is divided into <0.01 ac of Mechanized Clearing (W2) and 0.02 ac of Hand Clearing (W3). 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 (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 - Choose one n/a - - S2 - Choose one - - S3 - Choose one - - S4 - Choose one - - S5 - Choose one - - S6 - Choose one - - 3h. Total stream and tributary impacts o 3i. Comments: n/a Page 4 of 10 PCN Form — Version 1.4 January 2009 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 Area of impact (acres) Permanent (P) or type Tem ora T 01 - n/a Choose one Choose � 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts o 4g. Comments: n a 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: n/a 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: n/a 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. Project is in which protected basin? ❑ Neuse � Tar-Pamlico � Catawba � Randleman ❑ Other: 6b. 6c. 6d. 6e. 6f. 6g. Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number — mitigation impact impact Permanent (P) or required? (square (square Tem ora T feet feet B� - n/a n/a Yes/No 62 - Yes/No 63 - Yes/No B4 - Yes/No 65 - Yes/No 66 - Yes/No 6h. Total Buffer Impacts: o 0 6i. Comments: n/a 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. This project is dependent on the location of existing roadway with little flexibility to completely avoid impacts. However, to minimize the impact of the Dan Owen Connector, the grade of Dan Owen Drive was raised which will allow the proposed ditches to tie to the existing wetlands to eliminate excavation of the wetlands. Class IV cross pipes were utilized to minimize the amount of fill needed for the proposed roadway design. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Typical sediment and erosion control measures will be taken on site. Silt fences and temporary sediment basins will be utilized to prevent sediment from entering wetlands. 2. Compensato Miti ation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑X 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 Usin a Miti ation Bank 3a. Name of Mitigation Bank: n/a Type: Choose one Quantity: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity: Type: Choose one Quantity: na 3c. Comments: 4. Complete if Makin a Pa ment to In-lieu Fee Pro ram 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 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: n/a 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. n/a Page 6 of 10 PCN Form — Version 1.4 January 2009 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 ❑X 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 n/a 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). n/a n/a 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑X No within one of the NC Ri arian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. n/a ❑ Yes � No 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? o�o 2b. Does this ro'ect re uire a Stormwater Mana ement Plan? ❑x Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: n/a 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which local overnmenYs 'urisdiction is this ro'ect? ❑ 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 OCoastal 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 � Yes ❑X No attached? 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 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the 0 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 ❑x 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.) Minimum Design Criteria Checklist has been prepared and submitted to appropriate ❑ Yes ❑X No Comments: agencies. Awaiting approvals. 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 ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑Yes ❑X No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): n/a 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in �Yes ❑X 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. The project is a small connector road designed to relieve traffic and improve safety for the US-17 / Factory Road intersection. It is not expected to result in additional development. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Not applicable. No wastewater will be generated as part of the project. Page 9 of 10 PCN Form — Version 1.4 January 2009 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 ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑X No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NC NHP Natural Heritage Data Explorer does not indicate any species or critical habitat within a mile of the project. Habitat survey was conducted during delineation in 2016. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NOAA Essential Fish Habitat Mapper (http://www.habitat.noaa.gov/protection/efh/efhmapper/index.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 ❑X 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? NCDOT's Historic Architecture and Archaeology staff reviewed the project and provided Section 106 concurrence that no recorded historic resources would be affected. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes ❑X No 8b. If yes, explain how project meets FEMA requirements: n/a 8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping - Flood Risk Information System (http://fris.nc.gov/fris/Home.aspx?ST=NC) Digitally signed by Mason Herndon DN: cn=Mason Herndon, o=NCDOT, OG� ��.�— ou=Division 3, email=tmherndon@ncdot.gov, c=US Date: 2017.08.28 13:00:39 -04'00' Applicant/Agent's Printed Name ApplicanUAgent's Signature Date (AgenYs signature is valid only if an authorization letter from the a licant is rovided. Page 10 of 10 PRE-CONSTRUCTION NOTIFICATION (PCN) FORM—ATTACHED INFORMATION B3d. Explain the purpose of the The road improvement project is being completed to improve proposed project safety and mobility for the US 17 and Factory Road intersection. B3e. Describe the overall project NCDOT is proposing a 0.10-mile new alignment connection between in detail, including the type of Dan Owen Drive and SR 1570 (Factory Road), parallel to US 17 in equipment to be used Hampstead. The proposed connector includes two 12-foot lanes and 8-foot grass shoulders. The proposed connector from Factory Road to Dan Owen Drive would provide traffic on Factory Road access to SB US 17 and WB NC 210 through a signalized intersection on Dan Owen Drive. Wetland impacts are associated with road widening along Dan Owen Drive where an existing 30" RCP will be replaced with extended dual 30" RCPs. Typical roadway construction equipment will be used including backhoes, bulldozers, pans, pavers, rollers, sheepsfoot, and dumptrucks. 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' lr;)nt �. � _ ' � �, ,. • Copyright: O 2013 National Geograph`ic Society USGS Topoquad � ProjectArea US HWY 17 Improvements USGS 24K Topographic Quadrangle - Hampstead TIP U-5732A Pender County, North Carolina µ�qr„�a North Carolina Department Date �` �°� ofTransportation FI UP@ Division of Highways g 0 500�,000 2,00o s/2�� 7�� oa° Project Development & 2 Feet e"�GFraa9° Environmental Analysis Branch �� j� North Carolina Department of Trensportation � SI(�IIi1�Vcl�el' ` � ,,,,,.,_,,, Highway Stormwater Program �-�- STORMWATER MANAGEMENT PLAN — (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 54023.1.2 TIP No.: U-5732A County(ies): Pender Page 1 of 1 General Project Information WBS Element: 54023.1.2 TIP Number: U-5732A Project Type: Roadway Widenin Date: 6/10/2017 NCDOT Contact: David Leonard- Division Project Team Lead Contractor / Designer: Steven Bondor, PE Address: Highway Division 3 Address: Dewberry Engineers 5501 Barbados Blvd. 2610 Wycliff Road Castle Haynes NC 28429 Ralei h NC 27607 Phone: 910 341-2000 Phone: 919 636-6334 Email: dbleonard ncdot. ov Email: sbondor dewber .com CitylTown: Hampstead Count ies : Pender River Basin s: Ca e Fear CAMA County? Yes Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Length (lin. miles or feet : 0.10 Surroundin Land Use: residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area (ac. 1.5 ac. 1.0 ac. Typical Cross Section Description: Normal crown with 0.02 cross slopes 12' Travel lanes, 8' shoulders with varying side Normal crown with 0.02 cross slopes 11' Travel lanes with varying shoulders and side slopes from 3:1 to 4:1 slopes Annual Avg Daily Tra�c (veh/hr/day): Design/Future: n/a Year: 2040 Existin : n/a Year: 2017 General Project Narrative: To minimize the impact of the Dan Owens Connector, the grade of the Dan Owen Road was raised as well as the proposed ditches along Y6 will to tie to the existing wetlands to (Description of Minimization of Water eliminate excavation of the wetlands. Class IV cross pipes were utilized to minimize the amount of fill needed for the proposed roadway design. Existing drainage patterns were Quality Impacts) maintained for the roadway drainage design. Also it was noted that along Dan Owen Road near parcel 2 there was flooding that occured because of the undersized existing 30" RC pipe, to improve the drainage the existing 30" RCP pipe was replaced with 2-30" CI. IV pipes. Waterbody Information Surface Water Body (1): n/a NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? (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) N � � � � � `:;ce ,Iv-et i/-1 F%;� !�)JeR r�f ._ iirct�s � cnert Ie r r r"nnv r�rie�nul��i��cols ` � UPGRADED SIGNAL 5�',=�°l�'1 � ��° �� I �, �1�� `,�� 1 ' '�ILI�� PEI�DER CO U1�TY LOCATI0IV: DA1V OWE11t ROAD EXTENSI0111 TO DAN OWEN ROAD /FACTORY ROAD COIVNECTOR TYPE OF WORK GRADI11lG, DRAINAGE, PAVEMENT MARKI11tG, PAVI11tG, SIG11lALS, A11�D SIG11tING �TS PERMIT �; �� Stantec Consultin9 Services Inc. 801 Jones Frenklin Road Suite 300 Raleigh, NC 27606 TeL(919)851-6866 Fax.(919)851-7024 wwwstantec.com License Na F-0672 DOCUMENT NOT CONSI�ERED FINAL UNLESS ALL SIGNATURES COMPIETED HYDRAULICS EI�GINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH l reoo�ed ln tne orrice of srontec: ADT 2017 = WA FOR DIVISION OF HIGHWAYS 50 25 0 50 100 LENGTH ROADWAY TIP PROJECT U-5732A = 0.104 MILES 807 Jones Pra:ik[in Raad, naee�gh Ne, Z�eoe ;�c �� ADT 2040 = W,4 �� ° � � V 40 MPH TOTAL LENGTH TIP PROJECT U-5732A = 0.104 MILES zmz srANnAnn s�EcrFzc,�rroxs �`�� ( ' ' � >�\ \ PLANS - MICHAEL D. LINDGREN, P.E. ,�.E. � � 50 25 0 50 100 RIGHT OF WAY DATE: PRo�Ecr ExcrxEEn s�crnraxs: j�� ROADWAY DESIGN a@ � %� � _JUNE 9, 2017 \� -� � , , PROFILE (HORIZONTAL) KATRINA N. HAZEL, PE ENGINEER � 1 ,, PROJ&CT DfiSIGN ENC/NEER ; �� 10 5 0 10 20 FUNC CLASS = LETTING DATB: ��- ��'�� SUBREGIONAL TIER SEPTEMBER 27, 2017 TRACE HOWELL, PE PROFILE (VERTICAL) NCDor nrnrs,orv s coNrncr PL SIGNAT'URL: � � a N �O O � r � N H I � C �3 a ` � � .� � a� ��i �3M � � ow� N � � � � a N �O 0 � 0 N I N � C .� � � L � r � �I .�wa � m M � oW� N � � TCHLII�E - Y6- S F F DENOTES FILL IN WETLAND DENOTES HAND CLEARING � � � � DENOTES MECHANIZED � � � CLEARING � � �F � SP. LATERAL V DITCH SEE DETAIL 4A SITE 1 Qio = �.s �� vl o = 2 .1 ft/s —Y6 — PT Stao 2/ f94o03 CL B RIP RAP ._, � OUTLET PROTECTION � 5 TONS �� 16 S.Y. GEOTEXTILE Q10 = 46 CFS V10 = 6.7 ft�s —Y6 — POT Stao 22 f43o69 —Y28 — POT Stao l0 �OOo00 BRDG AH=IV 22° 4�' 1306" E TAIL DITCH DEWEY F WEIR JR 0.6% SLOPE 70 FT LENGTH SEE DETAIL 4B �`� ��_, �„�O `L' n� 'I'I 1 'SH�ET 20 EDWARD P TY�ER �;� Dewberry R�� 5 PERMIT DRAWING SHEET 3 OF 8 I ' - 19 C Q� O yy ;� � V�� ,= 2.1�.,�%5 � / � �,- i � ;��,o � _;; '��_ \ _, SP. LATERAL"BASE DI CH � ,� � , SEE DETAIL 4C ,, PROJECT REFERENCE NO. SHEET NO. U-5732A 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �,, ��LCK19�� Stantec Cansulting Services In 801 Jones Franklin Road Suite 300 ` / ,�001 Raleigh, NC 2760G �C,.RS Tel (919) 851-G866 -.�N� Fax. 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �,, ��LCK19�� Stantec Cansulting Services In 801 Jones Franklin Road Suite 300 i �RS 2�� Tele(919) 51zG866 ��tV, Fax (919) 85b7024 www.stanteacom � NP`O License No. F-06�2 I / —Y28 — PC Stao l0 +6�� —Y28— PT Stao llf,l - �---F--- ------__ p r-, - -- -------___ �f �s�. -------- --- --- w �� - �-�--___ --F--- � -- _ -- W (.��. �� rl � �„ � _ 3 /V .35��9 _--�-___ _ �/2�� ; a � ___ � � _�_ � ,� `� -�-�- � o �'--� � \ �\ � ` ''— P�E '=1 . . . . . . . . . . . . . . . . . . . . . O 2.5 5 PROJ. REFERENCE NO. SHEET NO. �I U-5732A X-4 5 0 5 0 5 0 5 0 5 3 25 20 1 1 1 1 20 25 30 5 0 5 50 5 0 5 0 5 ET N PERMIT DRAWING SHEET b OF 8 ' ., ----- --- 3•� � - - -- ---- r�ir H ries -------- -- - -- . .... .. . . . -.---� . . 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SHEET NO. �I U-5732A X-5 5 0 5 0 5 0 5 0 5 3 25 20 1 1 1 1 20 25 30 5 0 5 50 5 0 5 0 5 PERMIT DRAWING SHEET 7 OF 8 ---- ---- --- -- 25 93 ------- - --- ---- 24 + 0.00 --- ----- ---- 0.020 0.020 --- ----- - --- ---- ---- 3 ----- --- ; � 3. � --- --------- ------ --- -- -- - ---- --- ---- ---- 25 79 ---- -- ____ 24 + 0.00 _ ___ ----- ------ ------------ --- --__ 0.004 0.02 --- - ---- - ---- 3. � ------------- �r� 3•. --- -- ----- ---- ---- ----- - - 24.5� 25 60 - -- ------- 23 + 0.00 --- --- ---- ---- --------- ----- 3' J .� 3' - --- --------- ' 25 $8 -- ------ 23 + 0.00 0.02 0.20 ----- (INTE SECTIO WIT -Y28- 3: ) -- ----- 26 09 - ------ ----- - - 2 + 0.00 _ _ 3_ - --- ---- 3,� ------ ---- . ---- - -- 26.12 - ----- ------ -- -- - -- 22 + 0.00 -Y - 5 0 5 0 5 0 5 35 3 25 20 7 1 1 7 20 25 30 5 0 5 50 5 0 5 0 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) Site 1 -L- 21+55 2-30" RCP-IV 0.03 < 0.01 0.02 TOTALS*: 0.03 < 0.01 0.02 0 0 0 *Rounded totals are sum of actual impacts NOTES: 2016 09 09 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2016-02506 County: Pender U.S.G.S. Quad: NC-HAMPSTEAD NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Applicant: NCDOT-Division 3 Attn.: Mr. Mason Herndon, Division Env. Supervisor Address: 5501 Barbados Blvd. Castle Havne, NC 29429 Size (acres) +100 Nearest Town Hampstead Nearest Waterway Trumpeter Swamp River Basin Onslow Bav USGS HUC 03020302 Coordinates Latitude: 34.3965596823969 Longitude: -77.675500038ll6 Location description: The studv area covered bv this PJD starts near Washin�ton Acres Drive and extends north to Champions Drive alon� Hwv 17 near Hampstead, Pender Countv. Indicate Which of the Following Apply: A. Preliminary Determination X There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. See attached PJD map. _ There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands, at the project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters of the U.S. on your properiy delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination _ There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon far a period not to exceed five years from the date of this notification. _ There are waters of the U.S., including wetlands, on the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law ar our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. _ The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been verified by the Corps. 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Wetland Waters of Waters of the US Jurisdictional Features a` the US (Tributary) Potential Non- US HWY 17 Improvements Pender County '' � Project Study Area Wetland Waters of Culverts Potential Non- the US (Pond) TIP U-5732 Wetland Waters of Wetland Flags Pender County, North Carolina ,�� a� � ^�-- the US (Intermittent H g p y z�o �-; .> �a,�e� 50 Upland Data Points Stream) ydro ra h (Outside Study oayr.a� Wetland Data Area) P,�m x°"'"e<ROG9 North Carolina Department ��ao Points Potential Non- Date � y ofTransportation Figure �� Atlantic Ocean Wetland Waters of � Division of Highways the US (Perennial 3/2016 pQ, a° Project Development & 5E '��FiRPNS 4 �� , Stream) �"" `° Environmental Analysis Branch Project Tracking No.: 17-02-0004 Brief Explanation of why the available informntion provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: Although prehistoric site potential exists in the project study area, the project is not federally funded. As such, U- 5732 is compliant with North Carolina state archaeological laws. As currently proposed, no further consultation is advocated. A finding of "no archaeological survey required" is considered appropriate. SUPPORT DOCUMENTATION See attached: � Map(s) � Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST NO ARCHAEOLOGYSURVEYREQUIRED ❑ Photos ❑Correspondence Other: -/r-Z�l "No ARCHAEOI.OGY SURVEY REQUIRED "fa•m for !he Amended Minor Transportalion Yrojecls as Qua(ified in lhe 20l5 Programmalic Agree�nent. 2 of 2 Project Trackrng No.: 17-02-0004 o��"�:� NO ARCHAEOLOGICAL SURVEY RE UIRED FORM :� '�:�� . ,Q,,,.,��.;,�: Q ��.; :.� � ' This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ,��:` � .��.�' •.; t,�p � s��. _ c� `...a � o,: valid for Historic Architecture and Landscapes. You must consult separately with the �•� - 0 � , ��....::::,..: •'� �"�.�'" � Historic Architecture and Landsca es Grou � a� t,.4�'... P P• �..� . PROJECT INFORMATION Project No. WBS No: F.A. No: U-5732 54023.1.1 Federal Permit Required? County: Pender Document: MCC Funding: � State ❑ Yes � No Permit Type: ❑ Federal Project Description: U-5732 encompasses a proposed new alignment connector roadway from Dan Owen Drive to Factory Road in Pender County, North Carolina. The archaeological Area of Potential Effects (APE) measures 0.10 mile in length and 150 feet in width. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: Permitting and funding information was reviewed for determining the level of archaeological input required by state and federal laws. Based on the submitted "request for cultural resources review" form, the project is state- funded with no federal permit interaction. As such, Section 106 of the National Historic Preservation Act will not apply and the project falls in compliance with state archaeological laws. Next, construction design and other data was examined (when applicable) to define the character and extent of potential impacts to the ground surfaces embracing the project locale. The APE was designed to capture all areas of potential ground disturbing activity. Once an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology (OSA) on Monday, February 13, 2017. No previously documented archaeological sites are located in the APE or directly adjacent. However, numerous prehistoric archaeological sites have been recorded nearby, in similar environmental contexts as the study area, suggesting a heightened potential for the recovery of artifacts or cultural deposits within the APE. Examination of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed Site (SS) properties employing resources available on the NCSHPO website is important in establishing the location of noteworthy historic occupations related to a perspective construction impact area. A cross-check of these mapped resources concluded that none of the above properties are situated within or proximal to the APE. In addition, historic maps of Pender County were appraised to identify former structure locations, land use patterns, or other confirmation of historic occupation in the project vicinity. Archaeological/historical reference materials were inspected as well. In general, the cultural background review established that no previously recorded archaeological sites, NRHP properties, or cemeteries are located within the APE. Based on cultural-historical factors, the APE is considered to have a moderate potential for the documentation of archaeological resources. Further, topographic, geologic, flood boundary, and NRCS soil survey maps were referenced to evaluate pedeological, geomorphological, hydrological, and other environmental determinants that may have resulted in past occupation at this location. Aerial and on-ground photographs (NCDOT Spatial Data Viewer) and the Google Street View rnap application (when amenable) were also examined/utilized for additional assessment of disturbances, both natural and human induced, which compromise the integrity of archaeological sites. Environmental/impact factors suggest a heightened potential for archaeological resource recovery. "No ARCHAEOl,OGY SURVEY REQUIRED "for�n fa• 7he AmendedMrnor Transportation Projecls as Qualified in the 20/5 Programmatic Agreemenf. 1 of 2 Project Tracking No. (Inteimal Use� 17-02-0004 HISTORIC ARCHITECTURE AND LANDSCAPES NO SURVEY REQUIRED FORM This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: U-5732 County: Pender WBS No.: 54023.1.1 Document Ty e: Fed. Aid No: Funding: X State Federal Federal Yes X No Permit Permit s : Ty e(s): ProiectDescrintion: Dan Owen Drive/Factory Road (SR 1570) Connector (no off-site detour s ecified in review re uest . SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW DESCRIPTIONOFREVIEWACTIVITIES. RESULTS, AND CONCLUSIONS: HPOWeb reviewed on 6 February 2017 and yielded no NR, SL, DE, SS, or LD properties in the Area of Potential EfFects (APE). Pender County current GIS mapping, aerial photography, and tax information indicated a partly wooded APE (viewed 6 February 2017) with mostly late-twentieth-century resources. Circa-1930 and -1945 houses to the east and west of the Lea Drive E�./Factory Road intersection are both unexceptional and altered examples of their types located beyond likely project impact. Google Maps ��Street View" confirmed the absence of critical architectural and landscape resources in the APE (viewed 6 February 2017). No architectural survey is required for the project as currently defined. WHY THE AVAILABLE INFORMATION PROVIDES A RELIABLE BASIS FOR REASONABLYPREDICTING THAT THERE ARE NO UNIDENTIFIED SIGNIFICANT HISTORIC ARCHITECTi/RAL OR LANDSCAPE RESOURCES IN THEPROJECTAREA: APE extends 100 feet from either end of the proposed 0.10-mile project length and 100 feet to either side of the Dan Owen, Factory Road (SR 1570), and proposed connector centerlines to encompass anticipated construction activities. The comprehensive county architectural survey (1996-7), as well as later investigations, recorded no properties in the APE. County GIS and other visuals illustrate the absence of significant architectural and landscape resources in the APE. No National Register-listed properties are located within the APE. This project is compliant with North Carolina General Statute 121-12(a). Should the project require Federal funding, permits, or licenses, please notify NCDOT Historic Architecture because review under Section 106 of the National Historic Preservation Act then will be required. Should the project limits or design change, please notify NCDOT Historic Architecture as additional review may be necessary. SUPPORT DOCUMENTATION X Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence N i' FINDING BY NCDOT ARCHITECTURAL HISTORIAN Architecture and�anrlscapes -- NO SURVEY REQUIRED �✓/il/UI Historian ❑Design Plans Historrc Archirecture and l,andscapes NO SURVEY REOUIRl:'D jorm for Mina� 7ranspa�ration Projects as Oualifred in the 2007 Progrummuric Agreement.