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HomeMy WebLinkAboutONWASA❑LAMA / ❑ DREDGE & FILL ` GENERAL PERMIT ❑New ❑Modification []Complete Reissue ❑Partial Reissue N° 78412 A B C D Previous permit # Date previous permit issued As authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC y ❑ Rules attached. Applicant Name Project Location: County i Address ^ "/ li: t_ (� r ^ Street Address/ State Road/ Lot #(s) City } I r State,/)f- ZIP,rJ�> i !.- i .,�/P.�✓ Phone # //� t E-Mail Subdivision Authorized Agent Z C,,, r c•t� City ^ it ZIP Affected ❑cw ❑EW ❑PTA � ❑Pis Phone# ( ) / River Basin �� ^ AEC(s): ❑OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A Adj. Wtr. Body Arfa[i C- % E man unkn ❑ PWS: ORW: yes / no PNA yes:/'no Closest Maj. Wt.. 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Agent or Applicant Printed Name PermitOfficer's Printed Name Sign trereff "Please read compliance statement on back of permit" IOU r oti pplication Fee(s) Check # Signature Issuing D� '�TExpi tion Date Statement of Compliance and Consistency This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian landowner(s) . The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available information and belief, certify that this project is consistent with the North Carolina Coastal Management Program. River Basin Rules Applicable To Your Project: ❑ Tar -Pamlico River Basin Buffer Rules ❑ Other: ❑ Neuse River Basin Buffer Rules If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of Water Resources. Contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215) for more information on how to comply with these buffer rules. Division of Coastal Management Offices Morehead City Headquarters 400 Commerce Ave Morehead City, NC 28557 252-808-2808/ 1-888-41RCOAST Fax: 252-247-3330 (Serves: Carteret, Craven, Onslow - North of New River Inlet- and Pamlico Counties) Elizabeth City District 401 S. Griffin St. Ste. 300 Elizabeth City, NC 27909 252-264-3901 Fax:252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Washington District 943 Washington Square Mall Washington, NC 27889 252-946-6481 Fax: 252-948-0478 (Serves: Beaufort, Bertie, Hertford, Hyde, Tyrrell and Washington Counties) Wilmington District 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 910-796-7215 Fax:910-395-3964 (Serves: Brunswick, New Hanover, Onslow - South of New River Inlet - and Pender Counties) http://portal.ncdenr.org/web/cm/dcm-home Revised 7/06/ 17 MA / ❑ DREDGE & FILL O • 7841-7 A B C D GENERAL PERMIT �J Previous permit# Y09w ❑Modification ❑Complete Reissue ❑Partial Reissue 'VQ.J Date previous permit issued As authorized by the State of North Carolina, Department of Environmental Quality 7151 � and the Coastal Resources Commission in an area of en ronmental concern pursuant to 15A NCAC / (/ l/ rul Applicant Name Project Location: County vn IJA tl V( JState'mC zip Phone # Authorized Agent Affected CW ElEW ❑ PTA � ❑ PTS ): Ll OFA ❑ HHF ❑ IH ❑ USA ❑ WA AEC( ❑ PWS: ORW: yes nc �) PNA yes, no , Street Address/ State Road/ L%t #(s) ,A 6 CAA Subdivision City— zip /, , l�J Phone# O River Basin vV Adj. Wtr. Body r (f-r. �/man /unkn) Closest Mal. Wtr. Body AJ5ZtAJ6,ej, Type of Project/ Activity MEE ■■■■■■ ■■ME■■E■�E ■■■E■ ■■■■■■■ ■■OEE■■� ■■■■■ ONE ME ■■■ME ■■ No MEN MOONS ilil/1YI pr I■cs/_IE MlJE111/_I■■■■� MOMMIN ■■FI■1 r�JJii�'i■■C!�"� I ir■IWi7■■� M■■■■■M■NNEN! ■ No ■ MEME ■■■■ �■■■■■■■■■■H MEMO! !25A �■■■■fI■®��/■IIU1��M MEMME W�11 EN MAP MEEMMEE1■/f1�. A/, ENEEM rd • Ma■■E■u�iMEMOS IRS MEMO■■■■a EE■■E�n■■EEEEu� MOMMIM MMMMM1 ■■■� ■EEN■ ■■ ■■■■M■■■E■■■■� ■aM 0■ ® E■■EEM= MEE■�■ Mims ONE Agent or Applicant Printed Name Si t re ** Pleaseread compliance statement on backofpermit*" pplica Ion Fee(s) Check# Signature Issuing Date (-Pv. A �I N C e a ti Z N to r O U U C N E d a+ 0) Q C � � U cc O � UD c N o c ca '> U 6 U Z I I w N E O I m Z LL Z N C U V Q U O ¢ a a a m N C Q cc a N IL O d J cc is TV CTt N LU c Q U $ r r , I a 1 I JI, I I — C� ONWASA November 12, 2019 Mr. Ryan Davenport NC Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 RE: CAMA General Permit 0.1600 Application Waterline HDD Interconnects Phase II Onslow Water and Sewer Authority Dear Mr. Davenport: The Onslow Water and Sewer Authority (ONWASA) is currently submitting a CAMA General Permit application for a public trust waters utility crossing that is necessary for completion of the ONWASA Waterline HDD Interconnects Phase II project. This crossing will occur under Northeast Creek at Highway 17 in Jacksonville, NC and will replace an existing water main aerial crossing that was impacted by floating debris in flood waters generated by Hurricane Florence. This was one of two aerial crossing locations damaged during the hurricane, and the project is considered the first in a long- term program to replace more than fifty (50) similar installations across the ONWASA distribution system. To mitigate future damage, the aerial crossings will be replaced through installation of new mains via horizontal directional drill under the water feature at that location. Replacement mains will be installed within NCDOT Right -of -Way whenever possible, and ONWASA has obtained the required Encroachment Agreement from NC DOT for this project. This application requests CAMA General Permit 0.1600 to authorize the installation of the new water main underneath Northeast Creek via directional drilling. The entry and exit points for the directional drill will be located outside of the public trust waters boundaries and the pipe will be located a minimum of 10' below the bottom of the creek. Land Management Group (LMG) delineated wetlands within the project area and a site meeting with Rachel Capito of the US Army Corps of Engineers to review the line has been requested. No wetland or stream impacts are proposed for this project. RECEIVED 228 Georgetown Road • Jacksonville, NC 18540 • Tel 910.455.0722 • Fox 910.455.2583 • www.onwosa.cNo v 19 ' 0 I DCM-MHD CITY Page Two November 12, 2019 The adjacent riparian landowners to the crossing at the location of the public trust waters have been notified and copies of the notification letters are included in this application. The "green card receipts" from these certified mail notifications are enclosed and the green cards will be forwarded to your office as soon as they are received. If you have any questions, or would like to discuss the application, please feel free to contact me directly at (910) 937-7521 or dmohr(a).onwasa.com . Sincerely, ' i'� �r E David M. Mohr, P.E. Engineering Director ONWASA C: Paul Shivers, PE, Highfill Infrastructure Engineering P.C. Kim Williams, Land Management Group RECEIVED NOV 19 2019 DCM-MHD CITY .o =, m_. oFZ - 1 l O No CD K OzZ 0m o m CD CC -o o 11 co CO 3 z N n D O tO N a c=� m 3�ar £ (D Z N N 3 N aw (D 3 o (D (D N 0) o 0) D CD (D 00 A113 ®HW-W N O Q 6 f D C m` o, m -n•;. 03AI303 �a a fD �( =1 Er oZ= z com o Eli C F n,m c q � N 1 i n o~ c o Ate' 7 6)N A 0 z >cn CD (D (D O m \i ,D N PI) O S O * O c 0 s m 47 p 0 - N y� c � S A w 4 O -1 O CD 'w tLMG LAND MANAGEMENT GROUP a DAVEY company November 12, 2019 TO: Pamela Sue Gayhart 64 Pickett Way Swansboro, NC 28584 RE: Notification of CAMA General Permit 0.1600 Application ONWASA Waterline HDD Interconnects Phase II Applicant: Onslow County Water and Sewer Authority Dear Ms. Gayhart: This letter serves to notify you of work proposed by the Onslow County Water and Sewer Authority (ONWASA) within a NC DOT Right of Way in Jacksonville, NC, adjacent to your property. Specifically, ONWASA is planning to install a water line under a public trust waterbody, Northeast Creek. Because this proposed work is located within an Area of Environmental Concern as regulated by the NC Coastal Area Management Act (CAMA), a CAMA Permit is required. As an adjacent riparian landowner, you are required by the CAMA permit application process to be notified. I have enclosed the CAMA permit application materials as they have been submitted to the local Division of Coastal Management office for your review. Should you have any objections to this proposal, please send your written comments within 10 days of your receipt of this notice to: Mr. Ryan Davenport NC Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 ryan.davenport@ncdenr.gov Comments will be considered by the NC Department of Coastal Management in reaching a final decision on the application. No comment within 10 days of your receipt of this notice will be considered as no objection. If you have any questions on this project, please call me at 910-452-0001, or e-mail me at kwilliams@lmgroup.net. Sincerely, J'_� Kim Williams Environmental Scientist Encl. RECEIVED Cc: Mr. Ryan Davenport, NC DCM NOV 19 2019 www.lmgroup.net • info@lmgroup.net • Phone: 910.452.0001 • Fax: 910.452.0060 3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 DCM-MHD CITY 4LMG LAND MANAGEMENT GROUP a DAVEA, company November 12, 2019 TO: Charles and Beverly Riggs PO Box 1570 Jacksonville, NC 28540 RE: Notification of CAMA General Permit 0.1600 Application ONWASA Waterline HDD Interconnects Phase II Applicant: Onslow County Water and Sewer Authority Dear Mr. and Mrs. Riggs: This letter serves to notify you of work proposed by the Onslow County Water and Sewer Authority (ONWASA) within a NC DOT Right of Way in Jacksonville, NC, adjacent to your property. Specifically, ONWASA is planning to install a water line under a public trust waterbody, Northeast Creek. Because this proposed work is located within an Area of Environmental Concern as regulated by the NC Coastal Area Management Act (CAMA), a CAMA Permit is required. As an adjacent riparian landowner, you are required by the CAMA permit application process to be notified. I have enclosed the CAMA permit application materials as they have been submitted to the local Division of Coastal Management office for your review. Should you have any objections to this proposal, please send your written comments within 10 days of your receipt of this notice to: Mr. Ryan Davenport NC Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 ryan.davenport@ncdenr.gov Comments will be considered by the NC Department of Coastal Management in reaching a final decision on the application. No comment within 10 days of your receipt of this notice will be considered as no objection. If you have any questions on this project, please call me at 910-452-0001, or e-mail me at kwilliams@lmgroup.net. Sincerely, g— Kim Williams Environmental Scientist Encl. Cc: Mr. Ryan Davenport, NC DCM RECEIVED www.lmgroup.net • info@lmgroup.net • Phone: 910.452.0001 • Fax: 910.452.0060 Nov 19 2019 3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 1r)r,M-MHD CITY .j . . I 1� �l -, o. L i II P. A; 1 19, a t STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR September 23, 2019 Onslow Water and Sewer Authority 228 Georgetown Road Jacksonville, NC 28540 JAMEs H. TROGDON, III SECRETARY SUBJECT: Encroachment Agreement on US17, SR1327, SR1327 (At three different locations in Onslow) Onslow County (E031-067-19-000176) Dear David Mohr Attached for your files is a copy of Right of Way Encroachment contract properly executed. This contract covers the following: Located; (1) On US17. (2) On SR1324 Ramsey Road (3) On SR1327 Kellum Loop Road. For exact locations see detailed map. Location (1) US17 100 LF of 8" DIP water line by open cut, 150' of 8" PVC waterline by open cut, 450 LF of 10" DR9 HDPE water line HHD. (2) On SR1324 Ramsey Road 100 LF of 12" DIP waterline by open cut, 500' of 14" DR9 HDPE waterline by HDD (3) SR1327 Kellum Loop Road 100 LF of 6" DIP waterline by open cut, 400 LF of 8" DR9 HDPE by HDD. This approval is subject to this work being done in accordance with the attached plan sheet and special provisions. • No lane closures shall be allowed between the hours of 6:00 am to 9:00 am, and 4:00 pm. To 7:00 pm, (Peak hours restricted.) Further restrictions may apply due to traffic conditions. No Lane Closures on weekends. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 295A WILMINGTON HIGHWAY' JACKSONVILLE, NC 28540 7dephone:(910) 467-0500 Fox: (910)346-8030 Cvsmmer Semm: 1-877-368-4968 IJ'ebsiie: w .nedoLgov Lo.wm . 295 A WILMINGTON HIGHWAY JACKSONVILLE, NC 28540 RECEIVED NOV 19 2019 DCM-MHD CITY The Continuing Indemnity Bond (ONWASA Bond # 70426672) is posted with the North Carolina Department of Transportation is hereby obligated to cover work under this encroachment agreement, the applicant shall notify NCDOT at 910-467-0500 upon completion of the work for a final inspection to be performed by NCDOT personnel. After the project has been completed for ONE YEAR and upon request NCDOT personnel will conduct a final inspection. If found satisfactory the bond will be released. Slno« saldedby: Og V'Tac'—me Asst. District Engineer For Karen Collette, P.E. Division Engineer KEC/DR/wcb Attachments cc: David Sawyer, Onslow County Maintenance Engineer (Electronic File) STATE OF NORTH CAROLINA ROUTE US-17, SR1327, PROJECT Waterline HOD COUNTY OF ONSLOW SR1324 Interconnects Phase II RECEIVE® NOV 19 2019 �)C m-MHD CITY DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT -AND- PRIMARY AND SECONDARY HIGHWAYS THIS AGREEMENT, made and entered into this the _ day of 20 by and between the Department of Transportation, party of the first part; and Onslow Water and Sewer Authority party of the second part, WITNESSETH THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as Route(s) US-17, SR1327, and SR1324 , located US-17 near Kellum Loop Road Ramsey Road near Woodlawn Drive and Kellum Loop Road near Willie Kellum Road. with the construction and/or erection of. US-17 100 LF of 8-Inch DIP water line by open cut, 150 LF of 8-Inch PVC Waterline by open cut, 450 LF f 10-frich DR9 HOPE Waterline by HDD SR# 1324 (Ramsey Road) 100 LF of 12-inch DIP waterline by opent 50D LF of 144nch DR9 HDPE Waterline b HDD SR# 1327 (Kellum Loop Road) 100 LF of 6-Inch DIP watedire by Pon cut,400 LF of 8-inch DR9 HOPE w t.dine by HOD WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of the first part In the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the right of way as indicated, subject to the conditions of this agreement; NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are made a part hereof upon the following conditions, to wit: That the installation, operation, and maintenance of the above described facility will be accomplished In accordance with the party of the first parts latest POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS -OF -WAY, and such revisions and amendments thereto as may be in effect at the date of this agreement. Information as to these policies and procedures may be obtained from the Division Engineer or State Utility Agent of the party of the first part. That the said party of the second pad binds and obligates himself to install and maintain the encroaching facility in such safe and proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the proper maintenance thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its roadways and structures necessary due to (he installation and existence of the facilities of the party of the second part, and if of any time the party of the first part shall require the removal of or changes in the location of the said facilities, (hat the said party of the second part binds himself, his successors and assigns, to promptly remove or alter the said facilities, in order to conform to the said requirement, without any cost to the party of the first pan. That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs, signal lights, gagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Control Devices for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules and regulations may be obtained from the Division Engineer of the party of the first part. The( the party of the second part hereby agrees to indemnify and save harmless the party of the first pad from all damages and claims for damage that may arise by reason of the Installation and maintenance of this encroachment. That the party of the second part agrees to restore all areas disturbed during installation and maintenance to the satisfaction of the Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable precaution during construclion and maintenance to prevent eroding of soil; silting or pollution of rivers, streams, lakes, reservoirs, other water impoundments, ground surfaces or other property; or pollution of the air. There shall be compliance with applicable rules and regulations of the North Carolina Division of Environmental Management, North Carolina Sedimentation Control Commission, and with ordinances and regulations of various counties, municipalities and other official agencies relating to pollution prevention and control. When any installation or maintenance operation disturbs the ground surface and existing ground cover, the party of the second part agrees to remove and replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the party of the first pad. That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary by the Division Engineer of the party of the first part. That the party of the second part agrees to have available at the construction site, at all times during construction, a copy of this agreement showing evidence of approval by the party of the first part. The party of the first part reserves the right to stop all work unless evidence of approval can be shown. Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the second part agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein has been completed. Unless specifically requested by the party of the first part, written notice of completion of work on highway projects under construction will not be required. That in the case of noncompliance with the terms of this agreement by the party of the second pad, the party of the first part reserves the right to slop all work until the facility has been brought into compliance or removed from the right of way at no cost to the party of the firs( pad. That it is agreed by both parties that this agreement shall become void if actual construction of the work contemplated herein is not begun within one (1) year from the date of authorization by the party of the first part unless written waiver is secured by the party of the second part from the party of the first part. During the performance of this contract, the second party, for itself, its assignees and successors in interest (hereinafter referred to as the 'contractor"), agrees as follows: a. Compliance with Regulations: The contractor shall comply with the Regulations relative to nondiscrimination in Federally - assisted programs of the U. S. Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. b. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials FORM R/W 16.1 (Rev. July 1, 1977) and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix S of the Regulations. c. Solicitations for Subcontracts, including Procurements of Materials and Equipment: In all solicitations either by compelilive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractors obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. d. Information and Reports: The contractor shall provide all information and reports required by the Regulations, or directives facilities as may be determined by the Department of Transportation or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations or directives. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to the Department of Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain the information. e. Sanctions for Noncompliance: In the event of the contractors noncompliance with the nondiscrimination provisions of this contract, the Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration may determine to be appropriate, including, but not limited to, (1) withholding of payments to the contractor under the contract until the contractor complies, and/or (2) cancellation, termination or suspension of the contract, in whole or in pan. I. Incorporation of Provisions: The contractor shall include the provisions of paragraphs 'a" through'P in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Department of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Department of Transportation to enter into such litigation to protect the interests of the State, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. RAN (161) : Party of the Second Part certifies that this agreement is true and accurate copy of the form RNV (161) incorporating all revisions to date. IN WITNESS WHEREOF, egphaf,J¢e parties to this agreement has caused the same to be executed the day and year first above written. ,.���R & SEH,F ���y�?'•'' q9G DEPARTMENT OF TRANSPORTATION Ste:' ';A, D—Sis„ed by SEALBY. �h" f " ` for Karen E. Collette P.E. ATTEST OR WITNESS: ' �•'. �I k%Q94&WW9I,N/EoER i•� /✓ ✓�' rt�t� David M. Mohr, PE Engineering Director or.fsLp„p wn�t�fsdi_-'n—S. 6PF7f3'r1TpTL7 v� 228 Georgetown Road, Jacksonville, NC 28540 INSTRUCTIONS Second Party When the applicant is a corporation or a municipality, this agreement must have the corporate seal and be attested by the corporation secretary or by the empowered city official, unless a waiver of corporate seal and attestation by the secretary or by the empowered City official is on file In the Raleigh office of the Manager of Right of Way. In the space provided in this agreement for execution, the name of the corporation or municipality shall be typed above the name, and title of all persons signing the agreement should be typed directly below their signature. When the applicant is not a corporation, then his signature must be witnessed by one person. The address should be included in this agreement and the names of all persons signing the agreement should be typed directly below their signature. This agreement must be accompanied, in the form of an allachment, by plans or drawings showing the following applicable information: 1. All roadways and ramps. 2. Right of way lines and where applicable, the control of access lines. 3. Location of the existing and/or proposed encroachment. 4. Length, size and type of encroachment. 5. Method of installation. 6. Dimensions showing the distance from the encroachment to edge of pavement, shoulders, etc. 7. Location by highway survey station number. If station number cannot be obtained, location should be shown by distance from some identifiable point, such as a bridge, road, intersection, etc. (To assist in preparation of the encroachment plan, the Department's roadway plans may be seen at the various Highway Division Offices, or at the Raleigh office.) 8. Drainage structures or bridges if affected by encroachment (Show vertical and horizontal dimensionsfrom encroachment to nearest part of structure). 9. Method of attachment to drainage structures or bridges. 10. Manhole design. 11. On underground utilities, the depth of bury under all traveled lanes, shoulders, ditches, sidewalks, etc. 12. Length, size and type of encasement where required. 13. On underground crossings, notation as to method of crossing - boring and lacking, open cut, etc. 14. Location of vents. Any attachment to a bridge or other drainage structure must be approved by the Head of Structure Design in Raleigh prior to submission of encroachment agreement to the Division Engineer. All crossings should be as near as possible normal to the centerline of the highway. Minimum vertical clearances of overhead wires and cables above all roadways must conform to clearances set out in the National Electric Safely Code. Encasements shall extend from ditch line to ditch line in cut sections and 5' beyond toe of slopes In fill sections. All vents should be extended to the right of way line or as otherwise required by the Department. All pipe encasements as to material and strength shall meet the Standards and specifications of the Department. Any special provisions or specifications as to the performance of the work or the method of construction that may be required by the Department must be shown on a separate sheet attached to encroachment agreement provided that such information cannot be shown on plans or drawings. The Department's Division Engineer should be given notice by the applicant prior to actual starting of installation included in this agreement. Encroachment Agreement Standard ConditionS RECEIVED District Office Contact Information: 295 Wilmington Hwy NOV 19 2019 Jacksonville, NC28540 (910) 467-0500 DCM-MHD CITY The Standard Conditions in this document apply to this and all encroachment agreements issued by District 1. SC1 A Pre -Construction Meeting is required prior to beginning work. Contact the District Office to schedule. SC2 An Initial Construction Inspection is required after the completion of the work. An Initial Inspection Report will be issued upon satisfactory completion of the work and begins the one-year warranty period. Contact the District Office to schedule. SC3 A Final Inspection is required for release of the bond after the one-year warranty period. Contact the District Office to schedule this final inspection. Once the final inspection has been deemed satisfactory by NCDOT, the bond will be released. SC4 All bonds will be held for a minimum of one year from the time of the Initial Construction /nspectionAcceptance. SC5 All traffic control, asphalt mixes, structures, construction, workmanship and construction methods, and materials shall be in compliance with the most -recent versions of the following resources: Manual on Uniform Traffic Control Devices, Policies and Procedures for Accommodating Utilities on Highway Rights of Way, NCDOT Standard Specifications for Roads and Structures, NCDOT Roadway Standard Drawings, NCDOT Asphalt Quality Management System manual, and the approved plans. SC6 Prior to beginning work, it is the requirement of the Encroaching Party to contact the appropriate Utility Companies involved and make arrangements to adjust or relocate any utilities that conflict with the proposedwork. SC7 If the work is located within'/z mile of a signalized intersection, the Encroaching Party shall contact NCDOT Traffic at (910) 341-0300 no less than one week prior to beginning work, for the location of all traffic signal and detection cables. Location is required prior to excavation. Cost to replace or repair NCDOT signs, signals or associated equipment shall be the responsibility of the Encroaching Party. SC8 Prior to beginning work, if the area of work is within a municipality limit, it is the responsibility of the Encroaching Parry to notify the municipal authorities. SC9 The approval of this agreement does not preclude the Encroaching Party from complying with any and all statutes, rules, regulations, and ordinances that may be imposed by other governmental agencies (local, state, and federal) which have jurisdiction, including but not limited to, those related to sediment control, stormwater,wetlands, streams, endangered species, and historical sites. SC10 All wiring and related work shall conform to the latest edition of the National Electrical Safety Code. SC1 1 No alteration of the approved plan will be allowed without written approval by NCDOT. SC12 The Encroaching Party shall follow any and all revisions shown in RED on attached plan(s). SC13 A readable, executed copy of this Encroachment Agreement shall be present at the work site at all times while performing work. NCDOT reserves the right to stop all work unless evidence of approval can be shown. Additionally, NCDOT reserves the right to further limit, restrict, or suspend operations within the right-of-way. SC14 All flagging operations within NCDOT right-of-way require qualified and trained Work Zone Flaggers. Qualified and trained Work Zone Traffic Control Supervisors will be required on significant projects. Training for this certification is provided by NCDOT approved training sources and by private entities that have been pre -approved. For more information, visit https://connect.ncdot.gov/projects/WZTC/Pages/Training.aspx or contact Steve Kite, PE with the NCDOT Work Zone Traffic Control Unit at (919) 814-4937, or skite@ncdot.gov. SC1 5 No lane closures shall be allowed on State Holidays (day of, day before, and day after) or during Localevents. SC16 No lane closures or impediment to traffic shall be allowed on weekends without prior written approval from the District Engineer. SC1 7 One lane must be open to traffic only one lane closure in each direction. Ingress and egress shall be maintained to all businesses and dwellings affected by the project. Special attention shall be paid to Police and Fire Stations, fire hydrants and Hospitals. Division 3, District 1 Updated 02/08/2019 SCl 8 All roadway signs removed during project work, shall be reinstalled immediately after completion of work. All equipment and materials shall be removed from the NCDOT right-of-way when not in use. SC19 Any work requiring personnel or equipment within S' of the travel lanes on an undivided roadway, or 10' of the travel lane, on a divided roadway shall require a lane closure per the latest edition of the MUTCD and the NCDOT Standard Specifications. The more stringent standards shall apply. SC20 Material shall NOT be unloaded or stockpiled on the roadway at any time without proper lane closure duringthe project. Work is not permitted when the shoulder material is wet or during adverse weatherconditions. SC21 All erosion control devices shall be placed as needed prior to disturbance and maintained throughout the project. All areas disturbed (shoulders, ditches, removed accesses, etc.) shall be graded and seeded within 15 calendardays with an approved NCDOT seed mixture (all lawn type areas shall be maintained and reseeded as such). SC22 The placement of curb and gutter is not allowed within shoulder sections ofroadway. SC23 It shall be unlawful to place any highway obstruction, including a driveway headwall, fence, rural mailbox, newspaper delivery box, or other roadside obstruction, so as to interfere with the traffic or maintenance of the roads and highways of the state highway system. See North Carolina Administrative Code 19A NCAC2E.0404. SC24 Fire Hydrant(s) shall be placed a maximum of 1 foot from the right-of-way line. (STD. 1515.02 in the NCDOT Roadway Standard Drawings). SC25 Directional drilling methods have not been given statewide approval for use on NCDOT right-of-way. Under no condition shalljetting alone or wet boring with water be used for the installation of utility pipelines. • Directional boring is not allowed in embankment material. Directional boring is allowed beneath embankment material in naturally occurring soil. • Any changes shall be submitted to the District Engineer for approval prior to construction. • Directional bores are not allowed beneath bridge footings, culvert wingwall footings or retaining walls. • HDPE pipe installed by directional boring shall not be connected to existing pipe or fittings for one (1) week from the time of installation to allow tensional stresses to relax. • Directional boring using jetting with a Bentonite (or equivalent material) slurry is approved with the following conditions: o Minimum depth of ten (10') feet below the pavement surface of roads with no control of access or fifteen (1 5') feet below the surface of roads with partial or full control ofaccess. o Minimum depth of five (5') feet below any ditch line and/or creekbed. o Minimum depth of (4') for parallel installations. Must be outside the theoretical 1:1 slope fromthe existing edge of pavement except where the parallel installation crosses a paved roadway. o Minimum horizontal distance of ten (10')feet from the nearest part of any structure, including but not limited to bridges, footings, pipe culverts, and box culverts. o Minimum vertical distance of ten (10') feet from the nearest part of pipe culverts or boxculverts. o Tip of the drill string shall have a cutter head and detection wire installed with non-ferrous material. o All directional drilled piping for sewer force mains and waterlines shall be a minimum ofSDR-9. o Minimum horizontal separation of five (5') feet between each conduit which is part of a multiple conduit installation (including perpendicular and parallel installations). Alternatively, install multiple conduits within a single duct. o Overbores shall not be more than two (2") inches greater than the diameter of the pipe or encasement. o An overbore exceeding two (2") inches greater than the diameter of the pipe or encasement will be considered if the encroachment agreement includes a statement signed and sealed by a North Carolina Registered Professional Engineer indicating that an overbore in excess of two (2") inches of the diameter of the pipe or encasement will arch and no damage will be done to the pavement orsub-grade. SC26 All excavations inside the theoretical 1:1 slope from the existing edge of pavement to the bottom of the nearest trench wall shall be done in accordance with the following conditions: • Any excavation encroaching upon the theoretical 1:1 slope from the edge of pavement of any NCDOT maintained road shall require temporary active shoring that must be reviewed and approved by NCDOT prior to work. Division 3, District 1 Updated 02/08/2019 • All trench excavation inside the limits of the theoretical 1:1 slope, as defined by the policy, shall be completely backfilled and compacted at the end of each construction day. No portion of the trench shall be left open overnight. • The length of parallel excavation shall be limited to the length necessary to install and backfill one (1) joint of pipe at a time. • Traffic shall be moved to a travel lane outside the limits of a theoretical 1:1 slope from the bottom of the nearest trench wall to the pavement surface. • Installation of trench shoring shall be accomplished with minimal over -excavation. Trench boxes shall not be used as shoring. • An NCDOT Inspector, the cost of which is to be borne by the Encroaching Party, shall be assigned to this project if deemed necessary by the Division Engineer. • The trench backfill material shall meet the Statewide Borrow Criteria. The trench shall be backfilled, in accordance with Section 540-6 of the latest NCDOT Standard Specifications for Roads and Structures, which requires the backfill material to be placed in thicknesses between 4" and 8" loose and compacted to at least 97% of the maximum density obtained by compacting a sample in accordance with AASHTO T 180, as modified by the Department. • At the first sign of trench failure, a trench shall be immediately backfilled with materials consisting of A-1, A- 3, A-2-4 soils or A-4 soils having a maximum of 45% passing a No. 200 sieve and a maximum P.I. of 6. All work shall cease and the Division Engineer shall be contacted. The Encroaching Party shall be required to repair any damage to the pavement caused by the excavation. • No part of any pit shall be within three (3) feet of edge of pavement or back of curb. • Detection tape shall be buried in the trench approximately one foot above the utility or fiber optic cable, whenever conduit is installed in right-of-way and is not of ferrous material. SC27 The Encroaching Party shall comply with all OSHA requirements and provide a competent person on site to supervise excavation at all times. SC28 Approval is only for work within NCDOT right-of-way and excludes area(s) within Railroad right-of-way.Approval is with the understanding that NCDOT does not guarantee the right-of-way on any road. SC29 The proposed manholes, handholes, valves or other appurtenances shall not be located in the existing ditch line, front slope of a ditch, or in a manner that would restrict the maintenance or flow of the existing ditch line. SC30 The Encroaching Party is responsible for any and all damages caused from project work within the right-of-way, including damage to drainage structures, pavement, vegetation, etc. SC31 Any plant or vegetation in the NCDOT planted sites that is destroyed or damaged as a result of this encroachment shall be replaced with plants of like kind or similar shape. Contact the Division Roadside Environmental Engineer at 910-259-4919. SC32 Any pavement damaged because of settlement of the pavement or damaged by equipment used to perform encroachment work, shall be re -surfaced to the satisfaction of the District Engineer. This may include the removal of pavement and a 50' mechanical overlay. All temporary and final pavement markings are the responsibility of the Encroaching Party. SC33 Any open cutting of pavement shall be repaired using the following method: • Pavements shall be cut full depth and removed. • After trench work is complete, the edges of the existing pavement along the trench shall be recut a minimum of 1' wider on each side of the trench. If the pavement is undermined, the edges of the existing pavement along the trench shall be recut to 1' beyond the undermined portion and the pavement removed. The design section stated below is to be placed in those areas. �• The pavement repair shall be performed using the following method and pavement designsection: {o M 0 11.0" B25.00 or B25.OB Asphalt Concrete Base Course (accomplished in 2 lifts minimum) according to 1—, m NCDOT Standard 654.01. ca o Mill the entire area a depth of 2.0", starting from 15' in front of the edge of the final pavement cut. o Overlay entire area (a minimum 50' length mechanical overlay) with 2.0" S9.SC or S9.5B Asphalt Concrete `8 Surface Course for a total asphalt depth of 13". Butt joints are required with no feathering ofjoints. • All open cuts shall be backfilled, paved and traversable prior to removing lane closure. Division 3, District 1 Updated 02/08/2019 SC34 Bore pits and open trenches should remain at least four (4) diameters away from the signal equipment foundations. A bore should be at least Three (3) feet from the signal equipment foundation. If this item cannot be satisfied, please contact the NCDOT Geotechnicial unit to discuss alternatives for the location of concern. Division 3, District 1 Updated 02/08/2019 VERIFICATION OF COMPLIANCE WITH ENVIRONMENTAL REGULATIONS (Check Appropriate Box) ❑ Permits from the N.C. Department of Environment and Natural Resources and the U.S. Army Corp of Engineers are not required for this project. However, all applicable federal and state regulations have been followed. The required permits from the N.C. Department of Environment and Natural Resources and the U.S. Army Corp of Engineers have been obtained for this project. Copies of permits and Completion Certificates are attached. All applications for required permits have been submitted at the same time as encroachment agreement. All applicable NPDES Stormwater Permit requirements have been met for this project. (The applicant should contact the N.C. Division of Water Quality in Raleigh to determine if a stormwater pen -nit is required.) The project is in compliance with all applicable sedimentation and erosion control laws and regulations. Project Name: Township: Project Engineer: Project Contact: HDD Interconnect Phase II SR1324 is in Jacksonville Township US17 and SR1327 are in White Oak Township County: Onslow Highfill Infrastructure Engineering P.C. Phone No.: 919-313-1516 Paul R. Shivers P.E. Applicant's Name: Onslow Water and Sewer Authority Date Submitted: 9/20/19 Foirm VCER-I June 1. 2006 RECEIVED NOV 19 2019 DCM-MHD CITY P.E. 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Article Addressed to: WO-) S,OOA gym, oc 2gt14 111111111111111111111111IIIIII111111IIIIIII III 9590 9402 5045 9092 9205 20 7018 3090 0001 9313 0234 PS Form 3811, July 2015 PEN 7530.02-000-9053 ■ Complete Items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front If space permits. 1. Article Addressed to: �ItS �+ 3ev�rl� �,jyt 7F�ks�,�;llr•, Nil �85� 111111111111111111111111111111111111111111111111111111111 9590 9402 5045 9092 9205 37 018 3090 0001 9313 0227 A. Signature X /21 ❑ Agent 13 .gent D. Is delivery etickBe3 different from Rem 17 w Yes If YES, enter delivery address below: ❑ No 3. 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