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Home My WebLink About20160782 Ver 1_CAMA Application_20160811 Carpenter,Kristi From:Steenhuis, Joanne Sent:Thursday, August 11, 2016 4:12 PM To:Carpenter,Kristi Cc:Chapman, Amy Subject:DCM application Attachments:U 5719 DCM app.pdf Kristi lynn, Here is the DCM application I was telling you about for U 5719. I called Stephen Lane and told him they need to make sure that the applications are also copied to you (Raleigh). Brad has already issued the permit as a NW 23, which does not require a 401 (as it is deemed permitted). The drawings file is too big and I need to rescan.) My question is, do I need to send to Amy the coversheet from DCM saying We have no objection? 1 � J..>' PAT MCCRORY Gooeinor DONALD R. VAN DER VAART secrcro,�, Coastal Management ENVIRONMENTAL QVAl1TV July 21, 2016 MEMORANDUM: TO: FROM: SUBJECT: Applicant: Project Location: � � � � � � � � � 1 ��L z � zois BY� David Wainwright or Mason Herndon Division of Water Resources Cathy Brittingham Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Application Review NCDOT-Ridge Rd (SR1396) (TIP No. U-5719) BRAXTON DAVIS Dirrctor Onslow County, at the intersection of Ridge Rd., (SR1396) and NC24. At 0.7 miles west of the town limits of Jacksonville. Proposed Project: Proposes to relocate the intersection of Ridge Rd., (SR1396) with US258/NC24 to approximately 300' southeast of its current location such that it aligns with Blue Creek Rd., (SR1213) to form one signalized intersection. Please indicate below your agency's position or viewpoint on the proposed project and return this form by August 10, 2016. If you have any questions regarding the proposed project, please contact Stephen Lane, Permit officer at (252) 808-2808. Ext. 208. When appropriate, in-depth comments with supporting data is requested. REPLY SIGNED This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. DATE Stah ofNonh Cerolina � Envimnmental Quslity � Coastal Meuagement 400 Commerce Aveuue � Moahead City, NC 28557 � zsz-soa-zsos � zn-za�-ssso �f�> �.x "�.� p x�; 3 �{ �. i �.^<Ay �,.� 3f %� i a" S i�. ! � �' L�' -�'' � w� a i'_s.3. ¢✓ R.� S��z Check# ti�l�'i# �Sr0i�7,a--� j"1��.- � "� �f : o 0 Amount $ � Project Nam �:L��<.�-�t,:, �r��'N".5: 0�4�t _ �i-s�l� l. � 3. � DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: North Carolina Department of Transportation LOCATION OF PROJECT SITE: The project is located at the intersection of Ridge Road (SR 1396) and NC 24, at 0.7 miles west of the town limits of Jacksonville, Onslow County, TIP No. U-5719. Photo Index — N/A 2000: N/A State Plane Coordinates - X: 2,456,440 Y: 370,068 Latitude:34°45'26" Longitude:77°28'49" INVESTIGATION TYPE: CAMA INVESTIGATIVE PROCEDURE: Date of Site Visit — July 13, 2016 Was Applicant Present — No 5. PROCESSING PROCEDURE: Application Received Complete: July 7, 2016 Office — Morehead City 6. SITE DESCRIPTION: 7 (A) I.ocal Land Use Plans — Onslow County Land Classification from LUP — Area Wide Commercial Activity Center/ Community Growth Boundary/Conservation (B) AEC(s) Involved: PTS (C) Water Dependent: Yes (D) Intended Use: Public highway (E) Wastewater Treatment: Existing — N/A Planned- N/A (F) Type of Structures: Existing — Five lane highway with two offset road intersections Planned - Five lane highway with one signalized intersection (G) Estimated Annual Rate of Erosion: N/A Source — N/A HABITAT DESCRIPTION: [AREA] (D) Total Area Disturbed: 94,382 sq. ft. (E) Primary Nursery Area: No (F) Water Classification: SC; NSW Open: No 8. PROJECT SUMMARY: The applicant proposes to relocate the intersection of Ridge Road (SR 1396) with US 258/NC 24 to approximately 300' southeast of its current location such that it aligns with Blue Creek Road (SR 1213) to form one signalized intersection. FIELD INVESTIGATION REPORT: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION REALIGNMENT OF RIDGE ROAD - TIP U-5719 PAGE #2 9. NARRATIVE DESCRIPTION: Project Setting US 258/NC 24 is a primary route connecting the City of Jacksonville to the cities to the north and west of it. It is currently a five lane paved highway, including two north bound lanes, two south bound lanes, and a center turn lane. Ridge Road and Blue Creek Road are two-lane paved roads intersecting with the highway at approxnnately 0.7 miles west of the city limits of Jacksonville, and are in the same general vicinity where the highway crosses over a culverted section of Blue Creek. Ridge Road currently intersects with US 258/NC 24 at approximately 300 feet northwest of the intersection of Blue Creek Road and US 258/NC 24. A traffic analysis in 2015 indicated that approximately 59,000 vehicles per day travel through the project area. Cunently, the southbound approach of Ridge Road to US 258/NC 24 is operating at a level of service (LOS) F during the peak aftemoon hour and the northbound approach of Blue Creek Road to US 258/NC 24 is operating at a LOS F during the peak moming hour. Traffic forecasts for the yeu 2035 indicate that conditions at Ridge Road do not nnprove without wrrective action and the LOS at Blue Creek Road deteriorates to LOS F for both the moming and afternoon without conective action. Crash data also indicate that eighty-five traffic accidents were reported in the project area between the years 2010 and 2014. The predominant land use along Ridge Road and Blue Creek Road is residential home sites, with several large tracts of undeveloped land in the area. The US 285/NC 24 conidor is a mixed use area, with both businesses and residential dwellings along both sides of the highway. Pine/hardwood forest type vegetation exists along the high ground portions of the project, with bottomland hardwood forest type vegetation and Section 404 Wetlands adjacent to the floodplain of Blue Creek. There are no Coastal Wetlands in the project azea. Elevations range from approximately 10' to 20' above sea level. The four travel lanes, and the left turn lane located between the existing travel lanes of US 258/NC 24, are a1112' wide lanes. Additionally, there is an approximately 12' wide and 300' long right turn only lane onto Ridge Road adjacent to the north bound travei lanes of US 258/NC 24. Curb and gutter currently lines the sides of US 258/NC 24, collects stormwater from the road, and channels it into a pipe system that discharges into the side of the culvert over Blue Creek. Stormwater from Ridge Road and Blue Creek roads sheet flows over the road shoulders into ditches flowing to Blue Creek. The culvert over Blue Creek is approximately 350' southeast of Blue Creek Road and it is box culvert with three 8' x 10' barrels. The culvert is approxnnately 125' long, not including the wing walls on the ends. Grassed road shoulder covers approximately 37' of the north end of the culvert, while 23' of grassed road shoulder covers the south end of the culvert. Although Blue Creek is not navigable upstream of the culvert, it is navigable downstream of the culvert by small craft. An underground cable television line puailels the west side of Ridge Road, while electric, telecommunication, and water lines parallel the east side of Ridge Road. The Right-of-Way of US 258/NC 24 includes the utilities list above, additionally, a sanitary sewer line parallels the south side of the highway, just outside of the Right-of-Way. m FIELD INVESTIGATION REPORT: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION REALIGNMENT OF RIDGE ROAD - TIP U-5719 PAGE #3 Blue Creek is classified as Class SC; NSW waters by the Environmental Management Commission in the area of the proposed construction. It is classified by the North Carolina Wildlife Resources Commission as Inland Waters, but not as a Primary Nursery Area. The waters are closed to shellfishing by the Shellfish Sanitation Section of the Division of Marine Fisheries. Blue Creek is approximately 5' to 35'wide and less than 1' to 4' deep in the project area. There were no SAV's observed in the project area during the site visit. Project Proposal NCDOT proposes to improve traffic conditions and safety between the intersections of US 258/NC 24, Ridge Road, and Blue Creek Road. This would be accomplished by creating one four legged, signalized intersection at Blue Creek Road to replace the two un-signalized intersections formed by the roads currently. Approximately 9501inear feet of the southern terminus of Ridge Road would be relocated approximately 300' southeast of its existing locadon to align directly across NC 258/NC 24 from Blue Creek Road. The new portion of Ridge Road would be reconstructed with two 11' wide travel lanes, and a 11' wide left turn only lane onto US 258/NC 24 would be added. The new section of road would include 6' wide unpaved shoulders. Various areas along the new section of road would be cut or filled as necessary, up to 14' in places, to construct the road section. Slopes would lae constructed at a 4:1 ratio along the high ground portion of the project, while 3:1, 2.5:1, and 2:1 ratios would be used in azeas adjacent to wetlands. To facilitate traffic turning onto Ridge Road from the north bound lanes of US 258/NC 24, a 12' wide by 450' long right turn only lane would be constructed along US 258/NC 24 from Sta. 19 + 90 to Sta. 25 + 40. The right turn only lane would be constructed over the grassed portion of the existing culvert at Blue Creek. Approximately 801inear feet of Class B riprap would be installed between the side of the road and the end of the culvert for slope protection, all of which would be placed landwud of the normai water level of Blue Creek and outside of any wetland areas. The applicant has proposed to install approximately 1,130 of curb and gutter in association with the new intersection to convey stormwater to a revised piping system in an effort to reduce stormwater discharge to Blue Creek. This new network of drainage pipes would include four new discharge points. All of the dischuge pipes would be on the north side of US 258/NC 24 and located at least 200' away from surface waters. Three of the dischazge pipes would be designed with the standard outlet protection measures, while the discharge pipe located at Sta. 25 +73 would terminate in a preformed scour hole. The intersection would be repaved along US 258/NC 24 from Sta. 16 + 08 to Sta. 25+ 40. Ridge Road would be repaved from Sta. 13 + 50 to Sta. 23 + 00, and Blue Creek Road would be repaved from Sta. 10 + 30 to Sta. 10 + 75. The intersection would then be signalized and striping applied to the pavement to complete its construction. Once the intersection is completed, the NCDOT has proposed to abandon and remove the asphalt from the 530' long portion of Ridge Road that is no longer needed, they would also do this to the right turn only lane adjacent to the north side of US 258/ NC 24 from Sta. 16 + 75 to Sta. 19 + 00. Additionally, the applicant has proposed to abandon and demolish the existing driveway at Sta.17 + 65 on the south side of NC 258/NC 24. The project would require that approximately 8001inear feet of 6" water line be abandoned in place on the north side of US 258/NC 24. To replace the abandoned water line, 9201ineaz feet of 6" FIELD INVESTIGATION REPORT: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION REALIGNMENT OF RIDGE ROAD - TIP U-5719 PAGE #4 water line would be installed via open cut adj acent to the transportation system. At the two locations where Ridge Road would cross over the proposed water line, approxnnately 1281inear feet of 12.75" steel casing would be used to reinforce the water line from damage. Two utility poles would be relocated on the south side of US 258/NC 24 adjacent to Blue Creek Road, while one utility pole would be relocated on the north side of US 258/NC 24. Anticipated Impacts The proposed project would require 154 sq. ft. of fill and 975 sq. ft. of inechanized clearing in Section 404 Wetlands to allow for construction of the road shoulder at Ridge Road and utIlity line relocations. The project would also require the filling and/or excavation of 93,253 sq. ft. of high ground, of which 1,160 s.q. ft. would be placed within the Public Trust Shoreline Area of Environmental Concern (AEC) for the proposed rip rap and right turn lane onto Ridge Road. There are no anticipated impacts to any Coastal Wetlands or open waters of the State. No additional closures of shellfish waters are expected in association with the proposed project. Traffic along US 258/NC 24 would experience temporary delays during the construction period of the project, however, the public is expected to benefit upon completion of the project by the increase in the safety and efficiency of the road improvements. Submitted by: Stephen Lane —Morehead City District — July 20, 2016 ENVIRONMENTAL SERVICES, INC. 4901 TRADEMARK DRIVE RALEIGH, NORTH CAROLINA 27610 919-2121760 * FAX 919-212-ll07 www.environmentalservicesiuc.com March 16, 2016 Mr. Stephen Lane N.C. Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 Re: U-5719, Realignment of Ridge Road with Richlands Highway and Blue Creek Road Onslow CounTy, North Carolina Dear Mr. Lane: The North Carolina Department of Transportation Highway Division 3 is submitting the attached CAMA Major Permit app(ication for the realignment of the intersection of Ridge Road (SR 1396) with Richlands Highway (US 258/NC 24) and Blue Creek Road (SR 1213) in Onslow County, North Carolina. The proposed construction will consist of the realignment of Ridge Road with Blue Creek Road at Richlands Highway and the widening of Richlands Highway to include a right turn lane onto Ridge Road. The property is located in the White Oak River Basin. The proposed project will result in impacts to 0.03 acre of Section 404 wetlands from fill and mechanized clearing: Rip-rap is proposed to be placed within the Public Trust Shoreline AEC on Blue Creek for stabilization purposes. Please comment on the attached permit application at your earliest convenience. Please contact me df you have any questions or need any further information. Sincerely, ENVIRONMENTAL SERVICES, INC. � 4" G'��`� Robert Turnbull Project Manager Attachments: CAMA Majot Permit Application, Figures, Stormwater Management Plan, Permit Drawings, NCDOT Historic Architecture and Landscapes No Survey Form, NCDOT No Archaeological Survey Required Form ;� � JUL 2 0 2016 �C6V�� NIHD CITY 0 APPLICATION for Ma1or De�elopment Permit � � 3 (las! revised 12127/06) North Carolina DIVISION OF COASTAL MANAGEMENT 2.. Agent/Confractorinformation Business Nama � Environmental Services, Inc. AgenU Contractor 1: First Name Robert AgenV Contrector 2: First Name Mailing Address 4901 Trademark Drive ZIP 27610 FAX No. 919 212 1707 Street Address (if different (rom a6ove) Email rturnbull@esinc.cc MI Last Name Turnbull M� Last Name PO Box Phone No. 1 � 919-212-1760 ext. Contractor # City <Form continues on back> City Raleigh Phone No. 2 State State NC e�R. ZIP � ��I�r �; � �� SKw &�,,8 N1AR � ? 2016 ��;8�� +`��§' 252-808-2808 :: 1-8gg�qRCOASY :: www,nccoastalmanagement.neY Form DCM MP-1 (Page 2 of 5) APpLICATION for Major Development Permit Description a. Total length of shoreline on the tract (ftJ 3a c. Size of individual lot(s) N/A, (Ifmanylot sizes, p/ease eMach additiona/ page with e list) b. Size of entire tract (sq.kJ approx. 4 acres d. Approximate elevation of tract above NHW (normal high water) or NWL (normal waterlevel) 0-29 �NHW or ❑NWL e. Vegetatlon on trect Vegetation within the project area is primarily mixed pine/hardwood forest on upland areas and riverine swamp forest dominated by bald cypress in wetland areas. Maintained roadside areas are characterized by mowed grasses. f. Man-made features and uses now on tract The exisling US 258/NC 24, Blue Creek Road, and Ridge Road are all within the project area. A restaurant and parking lot are located southwest of the existing intersection of US 258/NC 24 and Blue Creek Road. g. Identify and describe the existing land uses d'ac nt to the proposed project site. Land uses adjacent to the project area are commercial areas, including a cemetary, vacant lots, and residential areas. h. How does local government zone the tract? HB - Highway Business District i. Is the proposed project consistent with the applicable zoning7 (Attach zoning compliance certificale, if applicable) ❑Yes ❑No �NA j. Is the proposed activity part of an urban waterfront redevelopment proposal9 k. Has a professional archaeological assessmenl been done for the tract7 If yes, attach a copy. If yes, by whom7 I. Is the proposed proJect located in a National Registered Historic District or does it involve a National Register listed or eligible propeAy? <Form continues on next page> �Yes �No �Yes ❑No NCDOT HEU DYas �No ❑NA � ��iVi� t�M� ��y�� 252-808-2808 :: 1-888•4RCOAST :: www,nccoastalmanagemenl.net Forrrt DCM MP-1 (Page 3 of 5) APPLICATION for Major Development Permit m. (i) Are there wetlands on the sitel �Yes ❑No (ii) Are there coastal wetlands on the site? ❑Yes �No (iii) If yes to either (i) or (ii) above, has a delineation been conducted9 �Yes ❑No (Attach documentation, i(available) n. Describe existing wastewater treatment facilities. No wastewater treatment facilities are located within the project area. o. Descritie existing drinking water supply source. . Project area is within the Jacksonville water supply service area. Water lines will be avoided by the proposed project. p. Describe existing storm water management or treatment systems. The existing strorm drainage systems consist of steep grass lined ditches along both sides of Ridge Road. This stormwater is collected by a piped drainage system along the north side of US 258 and discharges directly into the side of an existing box culvert that conveys Blue Creek. 5: Activities and Impacts a. Will the prajecl be for commercial, public, or private use? ❑Private/Community b. Give a brief description of purpose, use, and daily operations of tha projecl when complete. The purpose of the proposed realignment of SR 1396 (Ridge Road) at US 258/NC 24 (Richlands Hwy) is to improve transportation mobility at this intersection by realigning SR 1396 to form one at-grade intersection. Along wilh the proposed realignment, widening of US 258/ NC 24 to accommodate a right-hand turn lane, curb and gutter, signalization, and resurtacing are proposed. c. Describe the proposed construction melhodology, types oi construction equipment to be used during construction, the numbar of each lype of equipment and where it is to be stored. The project work will consist of grading, widening, drainage improvements, roadway relocation, and pavement markings. This work will be conducted using standard road construction equipment. Equipment will be stored on-site in upland areas. adivities you propose. Realignment of Ridge Road (SR 1396), widening of US 258/NC 24 for a right turn lane, resurfacing of US 258/NC 24, SR 1396, and SR 1213 within the project area. e. Are the proposed activities maintenance of an existing project, new work, or both? Both f. What is the approximale total disturbed land area resulting from the proposed project? q g. Will the proposed project encroach on any public easement, public accessway or other area �Ye lhat the public has established use of'7 h. Describe location and type of existing and proposed discharges to waters of the state. ❑Sq.Ft or Both of the existing drainage systems discharge into the side of the existing box culvert which conveys Blue Creek under US 258. The proposed drainage from relocated Ridge Road is collected by grass lined ditches and discharged from a 24" cross pipe outside the wetland boundary approximately 275 feet from Blue Creek. The proposed drainage along the noAh side of US 258, where the proposed widening for the addition of a right turn lane will occur, will be collected by catch basins along the proposed curb and gulter. The stormwater will then be discharged to a Preformed Scour Hole (PSH) BMP at lhe toe of the proposed fill slope. The PSH will help dissipate energy from peak flows and promote diffuse flow. will wastewater or into a wetland7 If yes, will this discharged water be of the same salinity as the receiving water? Is there any mitigation proposed7 If yes, attach a miligation proposal. �Yes ❑No ❑NA �'i�,0.��5.,`�5{-.''`.� MaR 1 � zo � �� 9 � 252-808-2808 :: 7•888-4RCOAST :: www.nccoastalmanagement.net s Form DCM MP-1 (Page 4 of 5) <Porm continues on back> APPLICATION for Major Development Permit 6. Additionallnformation In addition to this completed application form, (MP-1) the (ollowing items be/ow, if applicable, must be submitted in orderfor the application package to be complete. Ifems (a) -(n ere a/ways applicable lo eny major deve/opment application. P/ease consu/t the application instruction book/et on how to properly prepare the requlred items below. a. A project b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn lo scale. Please give the present stalus of the proposed prqect. Is any poAion already complete7 If previously aulhorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with tha area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to lhe affected p�operties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipls as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Ma�agement. Name See attached adjacent property owner list (Attachment A) � Phone No. � Address Name Phone No. Address Name . Phone No. - Address� � � � g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. N/A h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. � j. A signed AEC hazard notice for prqects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement ot compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenc of public funds or use of public lands, attach a slatement documenting compliance with the North Carolina Environmental Policy Act. 7. Certificaiion and Permission to Enter on I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in lhe permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date 3��/ZOi� PrintName ��ti�r-��„�o,ll �/�ye,�,J-� Signature �G.-�� U ✓� �E��M;,; Please indicate application altachments pertaining to your proposed project. �DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts 1�AR 1� 2��6 �DCM MP3 Upland Development �DCMMP-4Structureslnformation ��m �� ,��. 252-808-280$ :: 9-888-4RC0&5Y ;; www.nccnastalmanagemen4.net Attachment A: Adjacent Riparian Property Owners Popkin 8rothers Enterprises, Inc. 625 New Bridge Street Jacksonville, NC 28540 Wanda K. Baysden & Daniel R. Houston 531 Haw Branch Road Richlands, NC 28574 Jeneal & loseph Teander P.O. Box 340 Cary, NC 27512 Citadel Onslow Memoriai Park, LLC c/o Citadel Management LLC P.O. Box 8839 Greenville, SC 29604 Onslow County Board of Education 200 Broadhurst Road Jacksonville, NC 28540 Bakers Restaurant, Inc. 3257 Richlands Hwy. Jacksonville, NC 28540 ��9�°:s�. -- MAR � i � c' i �C �I-� � "�.� �, �w `r ` �€ � � Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below lhe purpose of proposed excavation and/or fill activities. All values should be given in feet. Channel I Canal (NLW or Length Width Avg. E Depth Final I Depth 0 Boat Basin Boat Ramp Rock Groin Rock (excluding Breakwater shorellne stabllizatior NA NA 1. EXCAVATION a. Amount of material to be excavaled from below NHW or NWL cubic yards. c. (i) Does the area to ba excavaled include coastal wetlands/marsh (CN�, submerged aquatic vegetation (SAV), shell bottom (SB), or other wellands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW _ ❑SAV _ ❑SB _ ❑WL _ ❑None (ii) Describe the purpose of the excavation in these areas: 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area. c. (i) Do you claim title to disposal area7 ❑Yes ❑No ❑NA (ii) If no, attach a letter granting permission from the owner. e. (i) Does the disposal area include any coastal wetlands/marsh (CV�, submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)1 If any boxes are checked, provide the number of square feet affected. ❑CW _ ❑SAV _ ❑SB _ �WL _ ❑None (ii) Describe the purpose of disposal in these areas: IJ1 Type of material to be excavated. NA �This section not applicable d. High-ground excavation in cubic yards. �This section not 9pplicable b. Dimensions of disposal area. d. (i) Will a disposal area be available for future maintenance7 �Yes ❑No ❑NA (ii) If yes, where? f. (i) Does the disposal include any area in the water? ❑Yes ❑No ❑NA (ii) If yes, how much water area is affected? ��:��<'_.'`�� 4 . st. MAR X 7 2��fi ��iVim Mi�C) �;i`1"'� 252-808-2808 :: 1-88$-4RCOASi :: www,nccoastaimana_gement_ne4 eevised:l2/26I08 ��6PPn DCIV9 h�A1�-2 (Excava�eaar ancd �s19, �ac�e � uf �) 3. SHORELINE STABILIZATION (lf development is a wood groin, use MP-4 — Structures) a. TYDe of shoreline sfahili>afinn� ❑Bulkhead ❑Riprap ❑BreakwatedSill �Other: c. Average distance waterward of NHW or NWL: e. Type of stabilization material: g. Number of square feet of fill to be placed below water level. Bulkhead backfill _ Riprap _ BreakwaledSill_ Otlier_ i. Source of fill material. 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. (i) Will fill material be broughl to the site? �Yes ❑P If yes, (ii) Amount of material to be placed in the water 0 (iii) Dimensions of fill area 0 (iv) Purpose of fill Fill slope of SR 1396 on new road alignment 5. GENERAL �This section nof applicable b. Length: _ - Width: d. Maximum distance watenvard of NHW or NWL: f. (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ❑No ❑NA (ii) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. ❑This section not applicable b. (i) Will fill material be placed in coastal wetlands/marsh (CW), submerged aquatic vegetation (SA�, shell bottom (SB), or other wetlands (WL)7 If any boxes are checked, provide the number of square feet affected. ❑CW _ �SAV _ ❑SB �WL i� ❑None (ii) Describe the purpose of the fill in these areas: Fill slope of SR 1396 on new road alignment a. How will excavated or fill material be kept on site and erosion b. What type of construction equ controlled? backhoe, or hydraulic dredgeJ NCDOT sediment and erosion control BMPs will be used to contain Standard roadway equipment on-site fill malarial. used (e.g., dragline, c. (i) Will navigational aids be required as a result of the project7 d. (i) Will wetlands be crossed in transporting equipment to project OYes �No ❑NA site? ❑Yes �No ❑NA (ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. � ,a„xa,v . �� .w=y� 16 �'��Z6 % E NCDOT Highway Division 3 Date � Applicant Name ��'� U-5719 �� /.1V�,.c,_,ee �,�,,�E� Applicant Signature °� Project Name � 252-808-2005 :: 1•688-4RCCiASY :: www,nar:�nskaimanagemenfi.ne4 � revised: 12l26/06 Form DCM MP-3 UPLAND DEVELOPMENT (Construction and/or land dlsturbing activities) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. GENERAL UPLAND DEVELOPMENT a. Type and number of buildings, facilities, units or structures proposed. Ridge Road (SR 1396): 2-lane public road Richlands Highway (US 258/NC 24): 4-lane public road with right turn lane onto SR 1396 c. Density (give lhe number of residential units and the units per acre). N/A e. If the proposed project will disturb more than one acre of land, the Division of Land-Resources must receive an erosion and sedimenlation control plan at least 30 days before land-disturbing activity begins. (i) If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? ❑Yes ❑No �NA (ii) If yes, list the date submitted� b. Number of lots or parcels. N/A d. Size of area to be graded, filled, or disturbed including roads, ditches, etc. approx. 4 acres f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used (or impervious surtaces. Road surfaces will be paved with asphalt g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects lhat require a CAMA Major Development Permit may also be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification. pavement, building, rooftops, or to be used for vehicular driveways or parking. (i) Has a site development plan been submitted to the Division of WaterQualityforreview? - approximately 50-60% ❑Yes �No ❑NA i. Give the percentage of the entire trect to be covered by impervious and/or built-upon surfaces, such as pavement, building, rooftops, or to be used for vehicular driveways or parking. approximately 60-70% Describe proposed method of sewage disposal. No sewage will be produced as a result of this project. Describe location and type of proposed discharges to waters of the m. state (e.g., surface runoff, sanitary wastewater, industrial/ commercial effluent, "wash down" and residential discharges). There are 3 separate discharge pipes conveying surface runoff with each outlet located a minimum of 200 feet from surface waters. (ii) If yes, list the date submitted: Have the facilities described in Item (i) received state or local approval? - ❑Yes �No ❑NA If yes, attach appropriate documentation. Does the proposed project include an innovative stormwater design9 �Yes ❑No ❑NA If yes, altach appropriate documentation. �a "�a ; y�'4, �Lg�:� ll.-.,a.,3 MAR X 7 2016 9��;�� N6�fi� �i��il'' 252-808•28082 :: i-888-4RCDA5T :: www.nccoas4al�v�?n�emeni_ne4 revised: 12/26/OB $OCf'iv'DCIVI IUIP-3 (l6pland �ev�io�r�e�r�&, �'�s�e � e�� 2) m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) N/A o. When was the lot(s) platted and recorded? N/A 3�7�Za1 G � Date U-5719 Project Name � � NCDOT Highway Division 3 Applicant Name �u-�� -P q��M �-) Applicant Signature� . '' '� n. (i) Willwaterbeimpounded? ❑Yes �No ❑NA (ii) If yes, how many acres? p. If proposed development is a subdivision, will additional utilities be installed for this upland development? ❑Yes ❑No �NA ��'�:�"°'.`_� MAR Z I 2�:S ��1� M!-�� S 3 y. 252-808-2808 :: 7•888-4RCOAST :: www.nacoastal�nana�menk,net eevised: 12/26/06 Form DCM MP-4 STRUCTURES (Constructlon within Public Trust Areas) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of lhe Joint Application that relate to this proposed project. Please include all supplemental information. 1. DOCKING FACILITY/MARINA CHARACTERISTICS �This section not applicable a. (i) Is the docking facilitylmarina: b. (i) Will the facility be open to the general public? ❑Commercial ❑PubliGGovemment ❑Private/Community ❑Yes ❑No a (i) Dock(s) and/or pier(s) (ii) Number _ (iii) Length _ (iv) Width (v) Floating ❑Yes ❑No e. (i) Are Platforms included? �Yes �❑No If yes: (ii) Number _ (iii) Length _ (iv) Width _ (v) Floating �Yes ❑No Nole: Roo/ed areas are calculafed from dnpline dimensions. g. (i) Number of slips proposed (ii) Number of slips existing i. Check the proposed type of siting: ❑ Land cut and access channel ❑Open water; dredging for basin and/or channel ❑Open water; no dredging required ❑Other; please describe: k� Typical boat length: _ m. (i) Will the facility have tie pilings? �Yes ❑No (ii) If yes number of tie pilings? d. (i) Are Finger Piers included? ❑Yes ❑No If yes: (ii) Number _ (iii) Length _ (IV) Wld�fl (v) Floating ❑Yes ❑No f. (i) Are BoatliRs included? ❑Yes ❑No If yes: (ii) Number _ (iii) Length _ � (iv) Width _ h. Check all the types of services to be provided. ❑ Full service, including trevel lift and/or reil, repair or maintenance service ❑ Dockage, fuel, and marine supplies ❑ Dockage ("wet slips") only, number of slips: _ ❑ Dry storage; number of boats: ❑ Boat ramp(s); number of boat ramps: _ ❑ Other, please describe: j. Describe the typical boats to be served (e.g., open runaboul, charter boats, sail boats, mixed types). I. (i) Will the facility be open to the general pyI��lic� �e ❑Yes ❑No ," Y�1 .i'v^. r�F:-,� �s � 9 �` ...� .,,e, MAR 1 7 20i6 l�6as9N1" �t�90l9,.t' �s :�t� 252-808-2808 :: 1-888-4RCOAST :: www.eecrqas4alnxa_eaq�ment.net revised: 12/27l06 �ortv' Yl�f4�9 fiflP-4 (5creactures, F�age 2 or �3) 2. DOCKING FACILITY/MARINA OPERATIONS a. Check each of the following sanitary facilities that will 6e included in the proposed project. ❑ ONice Toilets ❑ Toilets for patrons; Number: _; Location: ❑ Showers ❑ Boatholding tank pumpout; Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. c. Describe the disposal of solid waste, fish offal and trash. d. How will overboard discharge of sewage from boats be controlled7 e. (i) Give the location and number of "No Sewage Discharge" signs proposed. (li) Give the location and number of "Pumpout Available" signs proposed. �This section not applicable f. Describe the special tlesign, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will residue trom vessel maintenance be disposed of9 h� Give the number of channel markers and "No Wake" signs proposed. _ i. Give the location of fuel-handling facilities, and desc�ibe the safety measures planned to protect area water quality. j. What will be the marina policy on overnight and live-aboard dockage? k. Describe design measures that promote boat basin Flushing7 I. If this project is an expansion of an existing marina, what types of services are currently provided? m. Is the marina/docking facility proposed within a primary or secondary nursery area7 �Yes ❑No �� MAR17;�„; ��ll� (�4��:� �;m� 252-8Q$-2808 :: 1•888-4RCOA$Y :: www.nccoas4al_managemen4_net revised: 12127l06 FOrn7 DGIV9 1y1P-q. �Sgructures, (%agga 3 ad �d) ' n. Is the marina/docking facility proposed within or adjacent to any shelifish harvesting area? ❑Yes ❑No o. Is the marinaldocking facility'proposed within or adjacent to wastal weHands/marsh (CW), submerged aqualic vegetation (SA�, shell bottom (SB), or olher wetlands (WL)? If any boxes are checked, provide the number of square feet affected. OCW _ ❑SAV _ OSB _ . ❑WL _ ❑None p. Is lhe proposed marina/docking facility located within or within close proximity to any shellfish leases7 ❑Yes ❑No If yes, give tha name and address of the leaseholder(s), and give the proximily to the lease. 3. BOATHOUSE (including covered lifts) a. (i) Is the boathouse structure(s): ❑Commercial ❑PubliGGovernment ❑Private/Community (li) Number _ � (iii) Length _ (iv) Width _ Note: Roofed areas are calculated from dripline dimensions. 4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) a� (i) Number (ii) Length (iii) Width 5. BREAKWATER (e:g., wood, sheetpile, etc.) e� Lenglh _ c. Maximum distance beyond NHW, NWL orwetlands 6. MOOR/NG PlLINGS and BUOYS a. Is the structure(s): ❑Commercial ❑PubliGGovernmant� ❑Private/Community �� Dista�ce to be placed beyond shoreline _ Note: This shou/d be measured (rom marsh edge, if present. e. Arc of the swing _ 7. GENERAL �This section not applicable �This section not applicable �This section not applicable b. Average distance from NHW, NWL, or wetlands �This section not applicable b Number d. Description of buoy (color, inscription, size, anchor, etc.) 4 6��i�A� 4..8 MAR 17 7016 ��Nl� MHCJ �!1"�( 252-808•2808 :: 1•888•4RCOAST :: www,nccoasYalmanac�emen8_net revised: 12/27/O6 �OYt91'�CNI iU1P-4 (S4ructures, �age 4 u� rR) a. Proximity of structure(s) to adjacent riparian property lines Rip-rap is abutting adjacent property line Note: For buoy or mooring piling, use arc of swing inc/uding length ofvesse/. c. Width of water body 30-40 ft. e. (i) Will navigational aids be required as a resull of the project7 ❑Yes �No ❑NA (ii) If yes, explain what type and how they will be implemented. 8. OTHER a. Give complele description; b. Proximity of structure(s) to adjacent docking facilities. N/A d. Water depth at waterward end of structure at NLW or NWL 2-3 ft. ❑This section not applicable Class B rip-rap is being installed within the Public Trust Water AEC associated with Blue Creek as slope protection along US 258/NC 24 associated with the proposed right turn lane. The existing reinforced concrete box culverts (3@10'x8') will remain in place on Blue Creek. 3��2v1 � , Date U-5719 Project Name _ � NCDOT Highway Division 3 Applicant Name � � �.�- �= cz�.,.:.�..,�-� (i+� �,f) Applicant Signature - ° MAR p 7 2016 ��s�l� fVl�P� �8�€"Y 252-808-2808 :: 9-888•4RCOAST :: www.nccoas¢almanageenen4.net revised: 12/27/06 itigh�va �� . :.._Sion�iwatrt�.; Traffic �tion of Minimization of Water Impactr) NortA Garolina Deparfinent of TransportaHon � N7ghway5tormwaterProgram � STORMWATER MANAGEMEN7PLAN U-571 iay Division 3 Barbados Blvd. - rtiage rco. is+yu to te+64 -(2) YI ft. travel lanes 8 6' shoulder. - Ridge Rtl. 18+5q to 23+70 -(2) 1 t ft. travel lanes, (t) 9 T tum lane, & 6'shoulder. US 258 t6+08 to 25+q0 -(4) 12'travel lanes, (t) 92' left turn lane, 8(1) 0-'12'right i lane with 70'shoultler. gate Design Group, PA Jones Franklin Road 7e ttoatl --fwo 70'travel lanes and unpavetl shoulders � 258 -(4) t2'travel lanes, (1) t71eft tum lane, 8 o'-12' nght tum lane with C&G and - ----- exisnn : Vear: e North Carolina Department ot Transportation proposes to realign the intersection of SR 1396 (Ridge Road) at US 258/NC 24 (Richlands Highway) in Onslow Counry, ji st of Jacksonville. The puryose of STIP Project # U-5779 is to improve tansportation mobility at the intersection of SR 1396 and SR'1213 (Blue Creek Road) at US 258� realigning SR 1396 to forcn one at9�de intersection. Along with ihe proposed realignment, widening of US 258/NC 24 to accommotlate a nghhhand tum lane, curb anC 3er, signalization, and resurtacing are proposed. nage along the north side of US 258, where the proposed vndening for the addition of the nght turn lane will occur, will be collected by catch basins along ihe proposed curb guttec The stortnvra[erwill ihen be discharged to a Preformed Swur Hole (PSH) BMP at the toa of the proposed fill stope. The PSH wiil help dissipate enery from peak flow: promote diffuse flow. The drainage system was modifed in the Final Design to move the PSH approximatety 200 feettrom the stream. The Preliminary �esign hatl the PSH nally located 30 feet tmm the stream. ot Surtace Water ClassiFcatian for Water Botly m Resourse (If yes, in General Pmject Narretive) no, � 4 � I Ij$hbl+ay� � � �� North Carolina Department of Transportation � � � � .�> � �cStOri'Ya4v0YFK` � � r t _:�, - ,..-�„ . HighwayStormwaterProgram `,.....^ J�i,. . STORMWATER MANAGEMENTPLAN . � -- ryerelon ].0]; RebasM October 2016� FOR NCDOT PRQIECTS � WBS Element: TiP No.: U-5719 Coun ies : Onsiow Pa e 2 of 2�- � Preformed Swur Holes antl Energy Dissipators � ` Station 8 Coortlinates Droinage Pipe/Structure BMP ��-.-.- Sheet (Roatl and Non Roatl Surtace Energy Dissipator Area Conveyance Dimensions Q10 V10 Associatetl w/� No. Proects WaterBod T e Ri ra T e ac Stmcture in cfs f s BufterRules? 4 Sta.25.13-L-LT (1)BlueCreek p5H Class'B' 0.7 Pi e 15 4A �52 No (Pronge of 7 .. . .. .. ,.. a. . » ..,... . ., .. .. ..: .. . , . . , ,... ._ „ � .. . . «. . �-,,. a:^�'&R��.��?'�2" . ...,., . �. � A'2'dffii3'ir'aHCti menks.�.-. .F... . , . .._' r`,.a�„�F; ' Referto ihe NCDOT Best Management Practices Toolbox (2074), NCDOT Standartls, Ihe Federal Highway Administration (FHWA) Hytlraulic Engineering Circular No. 74 (HEC44), Thirtl Ed�tion, Nytlraulic Design of Enetgy Dissipatore for Culverts antl Channels�(Jury 2006), as applicable, for design guitlance and cntena. 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S '' ` Z. .. �`�i�'�n ;: �'� � ��' ��,.'� 'a•..,..,. , . 1 5 £y'(�� '.._ . ` r 'y f . .:� � ' . i � ,`�: �� 1� ;� �aE°frki�46{ _ �{,},1I�i , • �`'�� }i �� , �� yT � � � • � �j'%�� `' 1 t� ` y � � _ .. � , i , t � � • . � . M j ) ) 4 a� �. ` G : IT - 64 .'l �..y � � . � .�tr��). I '{��. � � � � � � �� _ ' � [ � t F � � i s � .� " �; � 1 � � � u • n � � , � t e' �. , . ,. ,� ' . No8—Norfalk loamy fine sand, 2 to 6 percent slopes Map Unit Settfng • No[ional map unif symbol: 3wt0 . • Eleva[ion: 20 to 160 feet • Mean annual precipitotion: 40 to 55 inthes • Mean annual air tempeiature: 59 to 70 degrees f • Frost-/ree period: 200 to 2S0 days . • Farmland dossi/icatron: All areas are prime farmland Map Unit Compasition • No¢o/kandsimilarsoils:85percent • Minorcomponents:4percent • Estima[es are 6ased on observatians, descriptions, and transects o%the mapunit. Description of Norfolk Setting • Londform: Broad interstream divides on marine terraces, ridges on marine terraces . �.. ... .�. :�. • landfo�m position ([wo-dimensionaQ: Shoulder, summit �V� n,.�(� ¢ 'I' ^'� � t; ��w;�Js 4 ��`��..<4 �. , � ,! • Landform position (three-dimens/onol): Crest • Down-s/opeshape:Convex • Across-s/ope shape: Convex • Parentmoter/al:loamymarinedeposits 7ypical p�ofile • Ap-Oto141nches:loamyfinesand • Bt-i4to561nches:sandyclayloam • BC•56to80tnches:sandyclayloam Properties and qualities • Slope; 2 to 6 percent • Depth to restr/ctive feature: More than 80 Inches • Natural dralnage class: Well drained • RunoJf class: Low • Capaclty of tbe most limiting layer to bansmlt water (KsatJ: Moderately high to high (0.57 to 1.98 in/hr) • Depth to water table: About 40 to 72 inches • Frequency of flooding: None • F�equencyof ponding: None • Avallable waterstoiage in profile: Moderate (a6out 7J inches) Interpretive groups � • Land copobllity class!%lcation prrlgatedJ: None specified � • Land capabil/ry clastiffcotlon (nonlnlgatedf: 2e • Hyd�ologlc So/l Group: A Minor Components Woodington, undroined • Percent of map un(h 3 percent • Land(orm: Flats on marine terreces, depressions on marine terraces, broad interstream divides on marine terreces • Down•slopeshope:Linear • Across-slopeshape: Concave Muckalee, undreioed • Percen[ af mop unitr 1 percent • Land/orm: Flood plalns • Down-slopeshape:Concave • Across-slopeshape: Linear � Mk—Muckalee loam Map Unit Setting • National map unitsymbol: 3wst • Elevation: 20 to 160 feet • Mean annval preclpltatlon: 40 to SS inches • Mean annual a/r tempeiature: 59 to 70 degrees F • Frost Jree pedod: 200 to 280 days 1_;� �''-- � i '--� :...,.�.i,;e �::.. .. ,..,.'ta • Farmland classiflcat/on: Not prime farmland " Map:nit Composttion j�j o��'� � O, � Muckalee, undrafned, and similorsoils: 80 percent • Estimates aie based on observat/ons, descrip[ians, and [ransects of the mopunit � � Descriptlon of Muckalee, Undrained ,� n�p Selting Sr��_s,��" !U't�� • Landjorm: Flood plains • Down-slopeshope:Concave • Ac�oss-slopeshope:Linear • Paientmaterial:5andyandloamyalluvium Typical proflle • A-Oto14lnches:loam • Cg-24to80inches:sandyloam ��" , n �, � ; ', MARP; �� -r �di -' � .. Properties and qualities � Slope: 0 to 2 percent • Depfh to restdctfve feature: More than 80 inches • Naturaldrainagecloss:Poorlydrelned • Runoff class: Negligible • Capaclty of the most Ilmlting layer fo Vansm![ water (Ksatf: Moderately high to high (0.57 to 1.98 in/hr) • Depth to wate� table: About 0 to 12 Inches • FrequenryofJlooding: Frequent • Frequencyofponding: None • Avallable waterstorage in proJile: Moderate (about 6.S inches) Interpretive groups • Land capablllty cioss/Jicatlon (ln7gated)i None specified - • Land capobiliry clossfflcatian (nonlrrigated): Sw • Hydrologic Sofl Group: B/0 ��C 4 -i5` .:u, �IAR X 7 7.01`i �� F�C� �"��`�'� � c - '�oor t« c � � _ ON@96:ibnNVGeanHw e(Gona} ^.W 2 � �.euimn.xou�e _ � s, � � . r - �> M . . �. . ^9 , r .. cGwyaem Houe � � �� W c ry ,Pa PrterGHou�e �a�ON.0999�HfPLenBbNoice�Cwrr) . � 9� a � . � U.ON0512iMn�'IVLa'tli�09�PbtC�vU.. . . � ` � � i` �% � t � -4w<To9Rd� .. 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OYOS4�YoppNetae � V(OSITMbA00321YS�filibi�pSw4 � ,�at� � � �....�msn�p,�xm.n�e �=`y-,a�--'-orvm�s e.�taw� t�o�)'_fi�org�pRjm�.e�'�rt;vi°�'vsn"eSiMew�ssv.eysewci r a<0�np�.. . vy" R` �JD[81 FnM Sm1t HqifRS�+^^�) yp )M648Z$��' fiJ'�dyRRm:9R� 3�%�ieveAmwHoi¢ql � oo � . . . flreslarcD: �� ON@59Hase{�Caa¢'+�j� �w�OND1AUflimtamp � .. ~_�.� � 9 ON� I . ON9',f,1'?&n� ♦... 'O-.ovm�s�Gei Q° A7 Q� L �3:tl51 � � � � .n sr � }1 s�ns:� '�h].... ai�'Fl . . _ _ . .. . _ . .. _ . . . . _ . _ . .. . . . _ . . . . . . _ _ . . . . . . � - L�� REQUEST FOR CULTURAL RESOURCES REVIEW FORM 0 Projecl7'mckingNo. p�vernal UseJ �,s � z=oa,_9-J MEMORANDUM TO: Drew Joyner, Human Environment Section 1598 Mail Service Center, Raleigh, NC 27699-1598 /�� Send Electronic Submittals to: PAtrackerQncdot.govw!Yr ��L �i ATTENT[ON: Matt Wilkerson, Archaeotogy Supervisor ��' � Mary Pope Furr, Historic Architecture & Landsca FROM: RoBERT TURNBULL {' �. ENVBON�tENTAL SERVICES� INC. �) DATE: DECEMBER 11� 2015 ; DEC 1 1 2015 Project r� USGS Quad Nnme: Y1tWECT INFORMATION -------------""" U-5719 County: Onslow 50117.1.FSl Document MCDC T e: NHPP-0258 (024) Funding: State Federal Jacksonville North, NC Proiect MCDC Due Date: 1/31/2016 Realignment of the intersection of US 258/NC 24 with Blue Creek Road (SR 1219) and Ridge Road (SR 1396). cannot begin until a charge number is provided that can be billed to by staff in the Human Environment Section. DESIGN INFORMATION Project Length: Detour Route: Exlsting ROW: 100 ft. Proposed ] 00 fr. ROW.• ExistingX- Proposed X- section: section: Slruclure to be Structure Re laced: Build Dnee: Ad�litional Desien Information: See attached preliminary plans. MA.� � '1 <illh �?�� }��'�� `f��"�` 0 Projec! Trackii�g No. (G�lerna[ U.re� 15-12-0019 HISTORIC ARCHICTECTURE AND LANDSCAPES NO SURVEY REQUIRED FORM This form only pertains to Historic Architecture and Iandscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. ct No: U-571 � No.: 50117.: Aid No: NHPP-i al Yes Realign PROJECT INFORMATION County: Onslow Docuntent MCDC Funding: Permit State IXI Federal 14 of US 258/NC 24 with SR 1219 (Blue Creek Rd) and SR 1396 Ridge Rd OF HISTORIC ARCHICTECTURE Review of HPO quad maps, relevant background reports, historic designations roster, and indexes was undertaken on December 30, 2015. Based on this review there are no NR, DE, LL, SL, or SS in the Area of Potential Effects (APE). The Onslow County tax data was utilized to check fa• structures greater than 50 years of age. There are no standing structures in the APE over 50 years of age in the APE. No survey is required. area: Using HPO GIS website and county tax data provides reliable information regarding the structures in the APE. These combined utilities are considered valid for the purposes of determining the likelihood of historic resources being present. SUPPORT DOCUMENTATION �Map(s) QPrevious Survey Info. �Photos ❑Correspondence QDesign Pians FINDING BY NCDOT ARCHITECTURAL HISTORIAN Historic Architecture and Landscapes -- NO SURVEY REQUIRED � NCDOT Architectur Histocian Date �'��--�",�, . `:' i�IAR � '1 70I� Ni�mric Archilenure miR Lm�dfcnpe.. NO SURVEYFEQUlR£OJ'orm for Minor Trairportn/fm� Projeca nr QurtlifieA 6� !Ae 1007 ProgrnnwimlcAgreemenr, Page 1 of 2 ��t; i�J�-- 1ia 4`� �.� �;° �..�. 'f - > "�a a �3 ,��. ti . . �", . � e�, *F", a �».:. � 'i� f..�,:s t ..' , ` .4�; ... ..,. ,... . - � ..' .,�.' �� _ � J .� APE ' .�-. ProJec! Tsacking No.: 15-12-0019 �*o'�� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM �'$� ,y�;< �...�:. �''-'rs �� This form only pertains ro ARCHAEOLOGICAL RESOURCES for this project. It is not eV's ��m �t� �y ,;�'„�"')' valid for Hisroric Architecture and Landscapes. You must consult separatety with the '�'ti " o � . ''Q,d��k:�" Historic Architecture and Landscapes Group. ��p PROJECT INFORMATION Project No: "�% Z�71.1�� F.A. No: U-5719 50117.1.FS1 NHPP-0258(024) Federnl Permit Required? Counry.• Docurnen6. Onslow MCDC Farnding: ❑ State � Federal � Yes ❑ No PermitType: NWP14 ProJ¢Cl DesC!'ip!lon: The project intends to realign the intersection of U525811YC24 with Blue Creek Rd (SRt219) in Onslow County, North Caroline. The archaeological Area of Potential Eifects (APE) includes the existing right- of-ways along SR1219 and US258/NC24; and extends eastward from SR1219 to include tl�e parcel where the road will shift (see jurisdictional areas map). SUMMARY OF CULTURAL RESOURCES REVIEW Briejdescrtp(ion of review nclivilies, resrdts of review, and conclusions: First, perm(tting and funding infarmation was reviewed for determining the level of archaeological inpui required by state and federal laws. Based on the submitted "request for cuitural resources review" form, the project is federally-funded with federal permit interaction. As such, Section 106 of the National Historic Preservation Act will apply and the Federal Highway Administretion will serve as the lead federal agency. Next, construction design and other data was examined (when applicable) to define the charecter and extent of potential impacts to the ground surfaces em6racing the project locale. Onte an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology (OSA) on Tuesday, December 29, 2015. No previously documented archaeological sites are located within the APE or directly proxfmal. Historic structure locations often harbor archaeological deposits and features related to the former occupation of a property. An inspection of Nationa) Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed Site (SS) properties employing the NCSHPO website evldenced an absence of these historic resources within the immediate project area. In addition, historic maps of Onslow County were appraised to further identify former structure locations, land use patterns, or other confirmation of historic occupation in the project vicinity. Archaeological/historical reference materlals were inspected as well. In general, the cultural batkground revfew established that no NRHP listed properties, previously recorded archaeological sites, or cemeterles are located in the APE. Based on cuitural-historical factors, the APE is considered to have a low potential for the documentation of archaeological resources. Further, topographic, geologic, flood boundary, lidar and NRCS soil survey maps (Mk, NoB) were referenced to evaluate pedeological, geomorphological, hydrological, and other environmental determinants that may have resulted in past occupation at this location. Aerla� and on-ground photographs (NCDOT Spatial Data Viewer) and [he Google Street Vlew map application (when amenable) were also examined/utilized for additional assessment of disturbances, both natural and human induced, which compromise the integrity of archaeologlcal sites. Environmental factors suggest a slightly elevated archaeologicai site potential for a smal� portion of the APE. r' A #-� �,,.� . .. .. �i�Ql\ I. �� i �J!(i {� �,��b.,� .f,ie.�..,"n ,•NoARCNAIiOLOGY5U2VGYNF.QUIRfiD"/ormjarOieAruendedMlinorTimtaporfallonPrroleclamQ�mlifiedinlGed015ProgmrnMdt�dg��enl.''�`i ' ' I of2 ProJectTrockingNo.: ' 15-12-0019 Brief Explanntion of why t/ie avni[nble inforneation provides a relinble basis for reasonnbly predicting (hat there are no unidentlfied historlc properties in the APE: The proposed improvement work is unlikely to contain NRHP eligible archaeological resources within the APE boundaries. No further archaeologlcal input or work will be necessary for this federally-funded NCDO7 proJect. 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 ARCHAEOLOGY SURVEY REQUIRED NCDOT ❑ Photos ❑Correspondence Other: _� �y a��x e � µ� � ' MAR��l01F� �_�'� ait�:� 11J��i..� `�; � ;,: s� "No ARCHAGOGOGYSURVGY RF,QUIRED"forrrr fa� Uie AmendedMinor7Y�ansporlaflan AnJecls avQuolified in �Oe7015 Progronunolic Agreem¢rn. 2of2 ��nia�cc n� i a,iv_�a r.� �Y11:7ydN �4pt\IiYIJ� IYefN 6� �� a� �o�� a� �� a�� 000 'RourWetl totals are sum of actual impacts NOTES: SRe 1 Fill in Wetland 154 SF; Mechan¢etl Cleamg 316 SF Site 2 Mechanizetl Clwnng 659 SF /u t-u-, � n,�. � t�^ �,�� .�. b a,� r" ,c"a � t� .� � l�qR A A �D1F^ � �'e�„�,m a�� f �� NC D�ARTMENT OF TRANSPOFiTAT10N OIVI9IXJ OF HIGHWAYS 2-2Si6 OIJSLOW usns W717.i.F57