The URL can be used to link to this page

Home My WebLink About51297_NC DOT_20090707-�: L❑CAMA / ❑ DREDGE & FILL r-� t 4�� GENERAL PERMIT Previous permit# ❑New ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued _ As authorized by the State of North Carolina, Department of Environment and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC _ r ❑ Rules attached. Applicant Name Project Location: County Address Street Address/ State Road/ Lot #(s) City Phone # ( )_ Authorized Agent_ Affected o cw AEC(s): ❑ OEA ❑ PWS: ORW: yes / no State_ Fax # ZIP ❑ EW ❑ PTA ❑ ES ❑ PTS ❑ HHF ❑ IH ❑ UBA ❑ N/A ❑ FC: PNA yes / no Crit.Hab. yes / no Subdivision City ZIP Phone # ( ) River Basin Adj. Wtr. Body (nat /man /unkn) Closest Maj. Wtr. Body Type of Project/ Activity (Scale: ) Pier (dock) length Platform(s) -1 i Finger pier(s) Groin length number Bulkhead/ Riprap length avg distance offshore max distance offshore Basin, channel cubic yards Boat ramp Boathouse/ Boatlift Beach Bulldozing Other Shoreline Length SAV: not sure yes no7 Sandbags: not sure yes n3 Moratorium: n/a yes Photos: yes no Waiver Attached: yes no A building permit may be required Notes/ Special Conditions — j ' i - 4 T ft f t'i u I i - --. — -- _- - - I — — by: f R -�' See note on back regarding River Basin rules. Agent or Applicant Printed Name Signature ** Please read compliance statement on back of permit Application Fee(s) Check # Permit Officer's Signature Issuing Date Expiration Date Local Planning Jurisdiction Rover File Name 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 Quality. Contact the Division of Water Quality 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 Raleigh Office Morehead City Headquarters Mailing Address: 400 Commerce Ave 1638 Mail Service Center Morehead City, NC 28557 Raleigh, NC 27699-1638 252-808-2808/ 1-888ARCOAST Location: Fax: 252-247-3330 2728 Capital Blvd. (Serves: Carteret, Craven, Onslow -above Raleigh, NC 27604 New River Inlet- and Pamlico Counties) 919-733-2293 Fax:919-733-1495 Elizabeth City District 1367 U.S. 17 South 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 -below New River Inlet- and Pender Counties) Revised 08/09/06 ",,�W ❑ EW i0TA Affected AEC(s): ❑ OEA ElHHF ❑ IH ❑ PWS: ❑FC: ORW: yes / t o,, PNA yes / no AMA �REDGE & FILL l� / ��r GENERAL PERMIT Previous permit # evv ❑Modification EJComplete Reissue ❑Partial Reissue Date previous permit issued As authorized by the State of North Carolina, Department of Environment and Natural Resources H -)-3 c � and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC ✓ iNXules attached. Applicant Name Project Location: County `a Address j �� Street Address/ State Road/ Lot #(s) Ci/ty-cc�✓d� State%" � ZIP�'� 1 � ! 6..2 ;+� ,Ir,/' 5-K' '413 Phone # (a �J a ,r 3�gax # () _ Subdivision Authorized Agent a') J A-1 oil City ItU r L :"cti r -� ZIP ❑ ES NWTS Phone # ( ) River Basin ❑ UBA ❑ N/A Adj. Wtr. Body � j -f O nat man unkn Crit.Hab. yes / no Closest Maj. Wtr. Body °P, r� G �` y MINEW MMMM ONE M 11 MEMO MIN 0 MESIME M M EMENNI 0 MMIMMIN NJ 0 IN NONE IN MINNIM M 0 I M I NONNI Mom= roam Jim MMMMMEMMEMMIM M. Pon MMIJ M NAME ON 1111 21 Ai MEAMUMIUMMEM m MEMMAXIMMEMEM INNEMENINIMMINEMEN MEMEMIN No MENEENMENINIMMOMMENMEME M. El MEMME ME 1 MEMMEMOMME MEMMENIME MEMMINIMomm so MEMMEMENEMEMEM EMMIMMI SEEM MIME OMEN n ME MEMMOM No Agent or Applicant Printed Name Signtature ** Please read compliance statement on back of permit _ptuY0o, o o VO-.K# ' )-0. �L0a71i Application Feels) Check # Permit Officer's (ignature -7- 'j- p i Issuing Date 4ffi C��N Expiration Date X 1)-7 071 4 A Local Planning Jurisdiction Rover File Name A�A NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary July 8, 2009 NC DOT Jay Johnson PO Box 1587 Greenville, NC 27835 Dear Mr. Johnson: Attached is General Permit #51297 C to construct two 48'x117"x79" culverts to replace two 60'x72" culverts on SR 1002 (Bay City Rd) 0.2 miles south of SR 1923 located in Aurora, NC In order to validate this permit, please sign the permit as indicated. Retain the white copy for your files and return the signed yellow and pink copies to us in the enclosed, self-addressed envelope. If the signed permit copies are not returned to this office before the initiation of development, you will be working without authorization and will be subject to a Notice of Violation and subsequent civil penalties. We appreciate your early attention to this matter. Sincerely, Stephen Lane Coastal Management Representative lsb Enclosures 400 Commerce Avenue, Morehead City, North Carolina 28557 Phone: 252-808-2808 \ FAX: 252-247-3330 \ Internet: www.nccoastalmanagement.net An Equal Opportunity \ Affirmative Action Employer— 50% Recycled \ 10% Post Consumer Paper ON MP-1 nnno innTinu cmw a JUG JUL �- 'N 1. Primary Applicant/ Landowner Information Business Name North Carolina Department Of Transportation Project Name (if applicable) SR 1002, Bay City Road, Beaufort County Applicant 1: First Name Jay MI B. Last Name Johnson Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box 1587 City Greenville State NC ZIP 278351587 Country us Phone No. 252-830-3490 ext.248 FAX No. 252-830-3341 Street Address (if different from above) City State ZIP Email jbjohnson@ncdot.gov 2. Agent(Contractor Information Business Name Agent/ Contractor 1: First Name MI Last Name Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State ZIP Phone No. 1 ext. Phone No. 2 - ext. FAX No. Contractor # Street Address (if different from above) City State ZIP Email <Form continues on back> 2 5 2 - 3 0 8 - 2 8 0 8 ,e 1-888-4RCC AST .; ww w necoastalmanagement. net Form DCM MP-1 (Page 2 of 5) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Beaufort SR 1002 Bay City Road Subdivision Name City State Zip Phone No. Lot No.(s) (if many, attach additional page with list) - - ext. I I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Pamlico U/T of South Creek c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ❑Manmade ❑Unknown South Creek e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ❑Yes ®No work falls within. N/A 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sci t.) 117' (54' North and 63' South) N/A c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or NWL (normal water level) (if many lot sizes, please attach additional page with a list) 3.3' ❑NHW or ®NWL e. Vegetation on tract Maintained Roadside Grasses f. Man-made features and uses now on tract Road g. Identify and describe the existing land uses adjacent to the proposed project site. Woods Land h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? N/A (Attach zoning compliance certificate, if applicable) ❑Yes ❑No ®NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? Yes ENo k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. Yes LJNo ENA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a Yes ElNo UNA National Register listed or eligible property? <Form continues on next page> m. (i) Are there wetlands on the site? ®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 conducted? ®Yes ❑No (Attach documentation, if available) Form DCM MP-1 (Page 3 of 5) APPLICATION for n. Describe existing wastewater treatment facilities. N/A o. Describe existing drinking water supply source. N/A p. Describe existing storm water management or treatment systems. N/A Major Development Permit 5. Activities and Impacts a. Will the project be for commercial, public, or private use? LJCommercial Public/Government ❑ Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. The Existing 2@72" x 60' CMP Will Be Replaced By 2@ 117"x 79" x 48' CAAPA. The Proposed Pipe Will Keep The Roadway From Collapsing, Thus Preventing Possible Injury and Death. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. The Existing Pipe Will Be Removed and the Proposed Pipe Will Be Installed. Typical Roadway Construction Equipment Will Be Used, Including,But Not Limited To Tracked Excavators,Dump Trucks, Flat -Bed Trucks,Back-Hoes,And Boom Trucks. d. List all development activities you propose. Pipe Replacement and Asphalt Patching e. Are the proposed activities maintenance of an existing project, new work, or both? Both f. What is the approximate total disturbed land area resulting from the proposed project? 315 ®Sq.Ft or ❑Acres g. Will the proposed project encroach on any public easement, public accessway or other area LJYes LJNo NNA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. N/A i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA j. Is there any mitigation proposed? LJYes NNo LJNA If yes, attach a mitigation proposal. <Form continues on back> 6. Additional Information In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized 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 the area to the site. Form DCM MP-1 (Page 4 of 5) APPLICATION for Major Development Permit d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. 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 receipts 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 Management. Name Alfred Brown and Arthur Lee Oneal Phone No. P.O. Box 595 Aurora, NC 27806 Address W.N. Hooker,ll Name P.O. Box 563 Aurora, NC 27806�C, 1�� w Phone No. PCS Phosphate Company, Inc. "� ? �y {•� Address P.O. Box 425 Aurora, NC 27806 )� �r Name Redmon Harding Phone No. 20925 NC 33 HWY East Aurora, NC 27806 Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. None h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 1 7. Certification and Permission to Enter on Land 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 the 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. further certify that the information provided in this application is truthful to the best of my knowledge. Date _June 23, 2009 Print N _Jay B. Johnson Signature '6 . Q'1� Please indicate application attachments pertaining to your pos d project. ®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development ❑DCM MP-4 Structures Information Form DCM MP-2 EXCAVATION and FILL ..A FI"mli�i (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 offh'�? joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL) stabilization Length Width Avg. Existing NA NA Depth Final Project NA NA Depth 1. EXCAVATION ®This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. C. (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW El SAV ❑SB OWL ❑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 area? ❑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 (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ❑None (ii) Describe the purpose of disposal in these areas: d. High -ground excavation in cubic yards. ®This section not applicable b. Dimensions of disposal area. d. (i) Will a disposal area be available for future maintenance? ❑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? 3. SHORELINE STABILIZATION ❑This section not applicable (If development is a wood groin, use MP-4 — Structures) as z.ttnn..huean ,. s..zase . �asaa�nnc r „ :..,......«. , .. a. s.�a... �..,...<..... a. "—+ —..—A. 4,71"Ming _. orm DCM MP-2 (Excavation and Fill, Page 2 of d a. Type of shoreline stabilization: b. Length: 117' (54' North And 63' South) ®Bulkhead ❑Riprap ❑ Brea kwater/Sill El Other: Width: 3' c. Average distance waterward of NHW or NWL: 2' d. Maximum distance waterward of NHW or NWL: 3' e. Type of stabilization material: Aluminum Structural Plate Headwall g. Number of square feet of fill to be placed below water level. Bulkhead backfill North 54'x3=162 Sq.Ft. South 63'x3'=189 Sq.Ft. Riprap t Breakwater/Sill Other i. Source of fill material. Pomona Pipe and Fountain Quarry 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. Aluminum Structural Plate 4. OTHER FILL ACTIVITIES ®This section not applicable (Excluding Shoreline Stabilization) 3. (i) Will fill material be brought to the site? Yes No NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW), If yes, (ii) Amount of material to be placed in the water (iii) Dimensions of fill area (iv) Purpose of fill submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ❑None (ii) Describe the purpose of the fill in these areas: 15. GENERAL a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline, controlled? backhoe, or hydraulic dredge)? Silt Fences,Rip Rap, Headwall Typical Road Construction Equipment c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project ❑Yes ®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. June 23, 2009 Date SR 1002, Bay City Road,Pipe Replacement WBS Element Number 28.200711 Project Name Jay B. Johnson plicant Name plicant Signature Form DCM MP-5 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. a. Is the proposed bridge: ❑Commercial ❑Public/Government ❑Private/Community C. Type of bridge (construction material): e. (i) Will proposed bridge replace an existing bridge? ❑Yes ❑No If yes, (ii) Length of existing bridge: (iii) Width of existing bridge: (iv) Navigation clearance underneath existing bridge: (v) Will all, or a part of, the existing bridge be removed? (Explain) g. Length of proposed bridge: i. Will the proposed bridge affect existing water flow? ❑Yes ❑No If yes, explain: k. Navigation clearance underneath proposed bridge: b. Water body to be crossed by bridge: d. Water depth at the proposed crossing at NLW or NWL: f. (i) Will proposed bridge replace an existing culvert? ❑Yes ❑No If yes, (ii) Length of existing culvert: (iii) Width of existing culvert: (iv) Height of the top of the existing culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Explain) h. Width of proposed bridge: j. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? ❑Yes ❑No If yes, explain: I. Have you contacted the U.S. Coast Guard concerning their approval? ❑Yes ❑No If yes, explain: m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: waters? ❑Yes ❑No If yes, explain: CULVERTS::El This section not applicable] a. Number of culverts proposed: 2 b. Water body in which the culvert is to be placed: UT to South Creek < Form continues on back> Ei#.'"agitO .. 4 Eck £5 -- rn:,. Form M411 Alp-5 (sarwSrms and C0hva,,1s, Paflu 2 c,4 4) c. Type of culvert (construction material): CAAPA d. (i) Will proposed culvert replace an existing bridge? ❑Yes ®No If yes, (ii) Length of existing bridge: (iii) Width of existing bridge: (iv) Navigation clearance underneath existing bridge: _ (v) Will all, or a part of, the existing bridge be removed? (Explain) f. Length of proposed culvert: 48' h. Height of the top of the proposed culvert above the NHW or NWL. 0.3' j. Will the proposed culvert affect navigation by reducing or increasing the existing navigable opening? ❑Yes ®No If yes, explain: e. (i) Will proposed culvert replace an existing culvert? ®Yes ❑No' iv If yes, (ii) Length of existing culvert(s): 60, w Width of existing culverts 72' (iv) Height of the top of the existing culvert above the NHW or NWL: 0.9' (v) Will all, or a part of, the existing culvert be removed? (Explain) All of the Existing Culverts Will be Replaced g. Width of proposed culvert: 117" I. Depth of culvert to be buried below existing bottom contour. 1' k. Will the proposed culvert affect existing water flow? ❑Yes ®No If yes, explain: 3.. EXCAVA7YDN and FILL ❑This section not applicable a. (i) Will the placement of the proposed bridge or culvert require any excavation below the NHW or NWL? ®Yes ❑No If yes, (ii) Avg. length of area to be excavated: 54'North 63' South (iii) Avg. width of area to be excavated: 3' (iv) Avg. depth of area to be excavated: 1.1' (v) Amount of material to be excavated in cubic yards: 13 Cu Yds C. (i) Will the placement of the proposed bridge or culvert require any high -ground excavation? ®Yes ❑No If yes, (ii) Avg. length of area to be excavated: 28' (iii) Avg. width of area to be excavated: 30' (iv) Avg. depth of area to be excavated: 8_9' (v) Amount of material to be excavated in cubic yards: 276 Cubic Yards b. (i) Will the placement of the proposed bridge or culvert require any excavation within coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ®CW 315 Sg.Ft. ❑SAV ❑SB OWL ❑None (ii) Describe the purpose of the excavation in these areas: Pipe Bedding Perm D M -5 f ri es - and', ',' Wr-li s� Me e 3 q; d. If the placement of the bridge or culvert involves any excavation, please complete the following: (i) Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road e (ii) Dimensions of the spoil disposal area: 100' x 200' (iii) Do you claim title to the disposal area? ®Yes ❑No (If no, attach a letter granting permission from the owner.) (iv) Will the disposal area be available for future maintenance? ®Yes ❑No (v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell bottom (SB)? ❑CW ❑SAV OWL ❑SB ®None If any boxes are checked, give dimensions if different from (ii) above. (vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ENo If yes, give dimensions if different from (ii) above. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed below NHW or NWL? ❑Yes ENo If yes, (ii) Avg. length of area to be filled: (iii) Avg. width of area to be filled: (iv) Purpose of fill: g. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed on high -ground? ❑Yes ENo If yes, (ii) Avg. length of area to be filled: (iii) Avg. width of area to be filled: (iv) Purpose of fill: a. Will the proposed project require the relocation of any existing utility lines? EYes ❑No If yes, explain: Ductile Iron Pipe Water Line 60 Linear Feet of 10" Class 350 Water Line To Be Installed Over Top Of Proposed Pipes Permit Will Be Obtained By Contractor. If this portion of the proposed project has already received approval from local authorities, please attach a copy of the approval or certification. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed within coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ECW 315 So. Ft. ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the excavation in these areas: b. Will the proposed project require the construction of any temporary detour structures? ❑Yes ENo If yes, explain: < Form continues on back> Will the proposed project require any work channels? ❑Yes ®No If yes, complete Form DCM-MP-2, e. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? Typical Bridge Construction Equipment g. Will the placement of the proposed bridge or culvert require any shoreline stabilization? ®Yes ❑No If yes, complete form MP-2, Section 3 for Shoreline Stabilization only. d. How will excavated or fill material be kept on site and erosion controlled? Turbidity Curtains and Silt Fences will be used to retain sediment on -site f. Will wetlands be crossed in transporting equipment to project site? ❑Yes ®No If yes, explain steps that will be taken to avoid or minimize environmental impacts. Pipe Replacement, SR 1002, Bay City County Replace Existing 2@72"x 60' Proposed 2@117"x79"x48' CAAPA N 35A-16'-53" W 76 ^ -46' -28" Erosion Control Schedule Road; Beaufort CMP With s • Install erosion/sediment control measures according to plans. • Grading of slopes; 1.5: 1= stabilize with Class B riprap • Seed all disturbed areas as soon as final grading is completed. • Clean out and/or rework all temporary sediment control measures after significant rainfall event (or as otherwise needed). These measures should be maintained until a permanent vegetative cover is established and project is complete Pipe Installation Schedule • Install erosion/sediment control devices per plans. • Remove material while limiting, as much as possible, material and sediment from entering the stream and/or escaping from the project. • Prepare pipe foundation while taking care to limit material and sediment from entering the stream and/or escaping from the project. Where possible new grade should be below the existing streambed. Bedding material will be washed stone. • Place new pipe and compact fill. • Install slope protection on outlet and inlet ends of pipe (Class B Granite riprap) • Establish permanent vegetation as soon as possible • Remove sediment control devices after project has stabilized and permanent vegetative cover is established. SUMMARY OF AFFECTED PROPERTY OWNERS TRACT NUMBER PROPERTY O RWER ADDRESS 7486 ALFRED BRO BW ARTHUR LEE ONEAL P.O. BOX 595 AURORA, NC 27806 8126 6063 PCS PHOSAPHATE COMPA11iY,Inc• P.O. BOX 425 AURORA, NC 27806 8433 W.N. HOOKER, II P.O. BOX 563 AURORA, NC 27806 1458 REDMON B. HARDING DORrS MAE HARDING do SANDRA MOORE 20925 NC 33 HWY EAST A URORA, NC 27806 LEGEND SHEET UTILITIES LEGEND, TYPICAL EACH SHEET �k i • POWER POLE DIFFUSE FLOW THROUGH WETLANDS I Y t t. VEGETATED UPLANDS BEFORE ENTERING WETLAND I AG , I Z SOIL EROSION CONTROL LEGEND.; \ I \ LiTYPICAL EACH SLEET m TELEPHONE PEDESTAL 7 TEMPORARY ROCK SILT CHECK / SILT BASIN TYPE B to CABLE TV PEDESTAL UPLANDS W a y w LL o � TEIPORART ROCK SILT CNECK FYPE-A (D SEWER CLEAN OUT Q I W TEMPORARY ROCK SIT CHECK TYPE-B ® WATER VALVE p ^�.,nm � TEMPORARY SILT FE7JCE ll O SILT BASIN TYPE-B / W GRADE BREAK AA Y FIRE HYDRANT tIIT WEr 1� IV i 0 p I Q WATER METER �r T a —� DIRECTION OF FLOW EIPo EXISTING IRON PIPE I III• ------ WOODSLINE 0 _ 'I" PROPERTY CORNER DIFFUSE FLOW DETAIL DIFFUSE FLOW p _D— �L PROPERTY LINE NTS -------- 404 WETLANDS FILL AREA WORANY RIM GILT CHECK TYPE 't DITCH EDGE OF PAYMENT ITRI)MRAL !TONE n IsmTRIC VIEW M. 'a CROSS SECTION TRAPEZOIDAL DITCH ELEVATION V10 20' DO the z Ian --- NEUSE RIVER RIPARIAN BUFFER — --- 404 WETLANDS * -- COASTAL WETLANDS GL GL ----GRASS LINED CHANNEL /---- OPEN WATER IMPACTS M eEDTIon e•e le WIN, r.u. I.w 10TION A•A TEMPORARY ROCK SILT CHECK TYPE —A PROPOSED SILT FENCE WETLAND VAR.O'-6' EDGE OF EXIST. ROAD EXISTING FILL GRASS -LINED CHANNEL TRAPEZOIDAL DITCH SECTION Z - X-SECTION AREA (A) = BD +ZD TOP WIDTH (T) = B + 2DZ AREA TO BE FILLED OR DISTURBED FABRIC BURIED BELOW EXISTING GRADL— UNDISTURBED AREA SILT FENCE FIFT011 IVIJ PROPOSED SILT FENCE i ± IVAR.O'-G' I6' I WETLAND EDGE OF EXIST. ROAD VAf DIM, LEGEND SHEET SPECIAL SEDIMENT CONTROL FENCE 3 FT. CONTROL STONE VIN. I/ W SEDIMENT CONTROL I FT, MIN, WATER FLOW -��lttLrUJI - Z rl.Uttt' WOOD POST - 3 FT. DEEP GENERAL NOTES. USE NO.3 OR NO.57 STONE FOR SEDIMENT CONTROL AND PAY FOR AT THE CONTRACT UNIT PRICE PER TON SEDIMENT CONTROL STONE USE HARDWARE CLOTH 24 GAUGE WIRE MESH WfTH %q INCH MESH OPENINGS INSTALL 5 FT. SELF FASTENER ANGLE STEEL POST 2 FT. DEEP MINIMUM INSTALL 6 FT. LONG, 3 IN. D/A. WOOD POSTS 3 FT. DEEP MINIMUM SPACE POSTS A MAXIMUM OF 3 FT. TURBIDITY CURTAIN PUMP SILT BAG NC-33 pubVin Run un'-"' - PIPE Y 564745.3032 X=2664099.0304 N 35^-I6'-53" W 76A-W-28" N35.281288 DEGREES W 76.774540 DEGREES ctd N -o r ry 0 6501,300 2,600 3,900 5,200 ill 1 Feet 7486 I �" ALFRED BROWN ARTHUR LEE ONEAL 9o�A�0 PA.BOX 595 / AURORA, NC 27806 30, DBK.1024, PG. 588 an AREA 1 20, BUFFER ZONE 1 95 Sq. Ft. COASTAL BUFFER WETLAND IMPACTS ZONE 2 75 SQ. Ft. OPEN EXISTING R/W WATER IMPACTS �— Caere JNE— L P �P P 3; 6063 UN -NAMED TRIBUTAR AREA 2 PCS PHOSPHATE SOUTH CREEK 40 SQ.Ff.COASTAL COMPANYJnc WETLAND IMPACTS P.O. BOX 425 PROPOSED 40 Sq. Ft. OPEN AURORA, NC 27806 TURBIDITY CURTAI WATER IMPACTS DBK.10284, PG.588 EXISTING SP �OPOSED SILT FENCE ------ ----------------------- ---------------------------------------------------- ---------------------- - EXISTING EP SR 1002 r BAY CITY ROAD — EXISTING EP EXISTING SP PROPOSED RIP RAP - -------------------- ------ --------- ---------------- ----------------------------------- --r ---- v 0.l MILES TO ...._.....� SR 1922, MONDAMA ROAD n TO NC 33 EXISTING RiW TOTAL.315 Sq. Ft. COASTAL BUFFER WETLAND IMPACTS ZONE 2 275 Sq.Ft.OPEN WATER IMPACTS CAMA GP APPLICATION PIPE REPLACEMENT SR 1002 BAY CITY ROAD EXISTING 2@72"x6O'CMP PROPOSED 2@117"x79"x48' CAAPA WBS ELEMENT NUMBER 2B..200711 FIRM PANEL 6566 MAP NUMBER 3720656600J MAY 19,2009 SCALE:I"=20' 70 Sq.Ft.COASTAL WETLAND IMPACTS 100 Sq. Ft. OPEN WATER IMPACTS 30, SUFFER ZONE I UN —NAMED TRIBUTARY SOUTH CREEK 1458 REOMON B. HARDING AND DORIS MAE HARDING c/o SANDRA MOORE 20925 1VC33 HWY EAST AURORA, NC 27806 DBK. 585, PG. 393 i 30, BUFF 8433 WN. HOOKER.11 PA. BOX 563 AURORA. NC 27806 DSK.1205, PG.142 t3' BUFFER ZONE 2 CAMA LINE PROPOSED 54' HEADWALL 0 0 —PROPOSED RIP RAP =PROPOSED__SILT--FENCE ________________ EXISTING 2@72"x6O' CMP + PROPOSED 2@117'x79x48' CAAPA WITH HEADWALLS 0.2 MILES TO SR 1923,WEST ROAD 7 ---- ,-- --------------____------------------- � � •-.�-•� �---��---. CAMA FLAGS PROPOSED 63' HEADWALL 4' �lxwxxxxwx _T F i 8/26 PCS PHOSPHATE COMPANY,1nc PA. BOX 425 STY RTA1N AURORA, NC 27806 AREA 3 D8K.1295. PG. 250 1/0 Sq. Ft. COASTAL WETLAND IMPACTS 60 Sq. Ft. OPEN WATER IMPACTS CAMA LINE 20' 30, BUFFER BUFFER ZONE I ZONE 2 TAR-PAMLICO RIPARIAN BUFFER RULEWS APPLY NOTE: THE TRIBUTARY IS A BLUE LINE STREAM AS SHOWN ON THE AURORA USGS QUAD MAP AND SHEET NUMBER 18 OF THE SOIL SURVEY OF BEAUFORT COUNTY PROJECT N0. 28.2007/I CROSS SECTION OF MAY 19,2009 PIPE REPLACEMENT DATE ROAD SR 1002 BAY CITY ROAD ROAD NAME BAY CITY ROAD EEAUFORT COUNTY COUNTY BEAUFORT ROAD EXISTING 2 o 72' x 60' CMP SR 1002 2 0' 2.4' 3.3' NWL 5.3' 6' 8' 6' J2YMWY BELYIIIf UNDERCUT i BACKFILL NOT TO SCALE ;t PROPOSED 2@ 117x 79" x 48' CAAPA ROAD SR 1002 28' 3' 3 3.3' NORMAL WATER LEVEL AREA TO BE EXCAVATED AND BACMUD NORMAL WATER LEVEL 4.0' $A,M, aEO&W 3 . H7',J9'xI8' CWA TI7'x7r.4W CAWA a � r r- w w z Z a EOS11NG STREAMBED w w w w o UNDERCUT AND BACITILL PROPOSED RIP RAP g) END o a TOP VIEW a OF PIPE O PROPOSED HEADWALL. PROPOSED HEADWALL Z O O 10' c/o (5 0 x x o o w w w w --_- - - PROPOSED PIPE CREEK CREEK 10, EXCAVATION ABOVE NWL: PROPOSED RIP RAP 28'w X 20'L x 8.9'd = 184 CUBIC YARDS III _ PLATE HEADWALL EXCAVATION BELOW NWL: ALUMINUM STRUCTURAL 117'w x 2`L x l.l'd = 9.5 CUBIC YARDS T ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ 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: C/o sAjjofl-A MoorsT Zo 9 25 NG 3� y A,," ej--, Na s o b A Signature Agent LJ X Addressee Pri ed Name) C. Date of Delivery B. Received by �--a -c tj D. Is delivery address different from item 1? 0 e If YES, enter delivery address below: 3, Se ice Type f�Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. ARIcleNumber 7008 1140 0002 0395 9735 (Transfer from service label) 102595-02-M-1540 PS Form 3811, February 2004 Domestic Return Receipt ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ 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: A L-F(ZET,> BRD W I+�'j Q2-r+- Uq- D,,re-4 L P. o. z3o54� r-� G A. Signature X ❑ Agent ❑ Addressee B. lcelvog by (P hted Name) C. Date of Delivery D. 9 delivery address different from item 1 ? ❑ Yes If YES, enter delivery address below: 0 No 3. See ice Type Q4 certified Mail ❑ Express Mail ❑ Registered ❑ Retum Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number 70D8 1,1,40 0002 0395 9704 (I-rarrsfer from service /abeiJ PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 Page 2 of 3 State or .federal law is being violated, or that further conditions are necessary to assure compliance, NCDWQ may reevaluate and modify this certification. 3.) Erosion and sediinont control practices must be in full compliance with all speciOcations governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: . a, The erosion and sediment control pleasures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the iVorth Carolina Sediment and Erosion Conirol Planning and Design rVeInUal. b. The design, installation; operation, and .mai.ntenance of the sediment. and erosion control measures must be `uch that they equal, or exceed, the requirements. specified in the ,most recent version of the Norlh Carolina Sediment and.E•osion Control Y111an ol, The devices shall be maintained on at construction sites; borrow sites, and waste pile (spoil) pralects, including contractor-ok4-ned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control rn.eas tres must be designed, installed, operated, and maintainedin accordance with the most recent. version of the A'orih Cw'olina Szu•face „vfinin,�> 1t lcrnuczl. d. the reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. 4.) If concrete is used during construction, a dry work area should be raimained to prevent direct contact between curing concrete acid stream water. Water that. inadvertently contacts uncured concrete should nor. be discharged' to surface waters due to the potential for elevated pl-1 and possible aquatic life and fish kills. 5.) During the construction of the project; no staoin = ofcquiprnent of any land is permitted in venters of the U.S., or protected riparian butters. 6.) The dimension; pattern, and profile. of the stream above and below the crossing should not be modified. Disturbed tloodplains and streams should be restored to natural geomorphic conditions. 7) The use of rip -rap above the Normal I ligh Water 'klark shall be minimized. Any rip -rap placed for stream. stabilization shall beplaced in stream channels in such a manner that it does not impede aquatic li-fe passage. a S.) .fleavy equipment must be operated from the banks rather than in the streaan chatxnel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream, 9.) All nrcchanized equipment operated neat surface waters must be regularly inspected and maintained to I revent contamination of stream waters from Niels, lubricants, hydraulic fluids, or other toxic materials. 10.).No rock,&ind or other materials shall be dredo cd from the stream channel except where authorized by this certification. t l ,) .Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is prohibited, 12.) All rill slopes located in jurisdictional wetland:. shall be placed at slopes no flatter than 3:1, unless otherwise authorized by this certification. 13.) The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization shall he clearly marked by highly visible fencing prior to any land disturbing activities_ Impacts to areas within the fencing are prohibited unless otll-exwise authorized by this certification, 14.)New roadside 'ditches mustbe in compliance with the nitrogen control and diffuse flow requirements as required in the Tar -Pamlico Buffer Rules I >A NCAC 213 .0259 (6). ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ 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: 70 -S f?) 1,05pk67-E T D . t3 aX 42-S X lfl ❑ Agent ,v r Addressee B. Received by (Printed Name) C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No n 1 3. Service Type 20 ILAf r VC -Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise 278049 ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Transfer from servfcelabeq 7008 1140 0002 0395 9681 PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 P. rionoau i,�ay UGM HP LaSerJet 5200 printers [h?� Coverage 5.831 % 28 MAY 2009 08:26 ENGLISH (1) ♦y y ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ 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: W. N. ><%orc-gw , T.O.BaX 5&3 AufLo2d/ AIC Z7804, 2. Article Number (Transfer from service label) PS Form 3811, February 2004 A. Sign t re X ❑ Agent L L `V� �'"l 6` ❑ Addressee B. I Received by (Pr' ted am C. Date of Delivery D. Is delivery address different from item 1? ❑Yes If YES, enter delivery address below: ❑ No 3. Service Type rtified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) p Yes 7008 1140 0002 0395 9728 Domestic Return Receipt 102595-02-M-1540 JUL 2 D09 Morehead City DL"" HP LaserJet 5200 printers j[hp3® Product Name: HP LaserJet 5200 Printer Name: HP LaserJet 5200 Usage Totals (equivalent) PRINTER SIMPLEX DUPLEX DUPLEX 1 IMAGE Page Size Count Units Count Units Total Count ** ** ** ** 0.0 ** LETTER 20,338 1.0 936 2.0 22,210.0 30 LEGAL 11 1.3 0 2.6 14.3 0 A4 0 1.0 0 2.0 0.0 0 EXECUTIVE 0 0.8 0 1.6 0.0 0 11X17 4,348 2.0 2 4.0 8,704.0 0 A3 0 2.0 0 4.0 0.0 0 ENVELOPE #10 72 0.4 ** ** 28.8 ** ENVELOPE MONARCH 0 0.3 ** ** 0.0 ** ENVELOPE C5 0 0.6 ** ** 0.0 ** ENVELOPE DL 0 0.4 ** ** 0.0 ** B4(JIS) 0 1.5 0 3.0 0.0 0 B5(JIS) 0 0.7 0 1.4 0.0 0 ENVELOPE B5 0 0.7 ** ** 0.0 ** CUSTOM 0 1.0 0 2.0 0.0 0 POSTCARD(JIS) 0 0.5 ** ** 0.0 ** DPOSTCARD(JIS) 0 1.0 ** ** 0.0 ** A5 0 0.5 0 1.0 0.0 0 8K 10.75X15.50 IN 0 1.7 0 3.4 0.0 0 16K 7.75X10.75 IN 0 0.8 0 1.6 0.0 0 EXECUTIVE(JIS) 0 1.1 0 2.2 0.0 0 LETTER ROTATED 2 1.0 0 2.0 2.0 0 A4 ROTATED 0 1.0 0 2.0 0.0 0 A6 0 1.0 ** ** 0.0 ** B6(JIS) 0 1.0 ** ** 0.0 ** 8.5X13 0 1.1 0 2.2 0.0 0 STATEMENT 0 0.5 ** ** 0.0 ** 12X18 0 2.3 ** ** 0.0 ** RA3 0 2.1 ** ** 0.0 ** 8K 270X390 MM 0 1.7 0 3.4 0.0 0 16K 195X270 MM 0 0.8 0 1.6 0.0 0 8K 260X368 MM 0 1.5 0 3.0 0.0 0 16K 184260 MM 0 0.8 0 1.6 0.0 0 TOTAL PRINTER USAGE 30,959.1 Print Modes & Paper Path Usage (actual) PRINT MODES USAGE PAPER PATH USAGE Print Mode Total Source Count Destination Count NORMAL 26650 Envelope Feeder 0 Face Up 0 LOW1 0 Manual Feed Tray 2 Face Down 26650 HIGH1 0 Tray 1 105 External Bin 0 HIGH2 0 Tray 2 22199 Other 0 LOW2 0 Tray 3 4344 TOTAL 26650 LOW3 0 External Tray 0 TOTAL 26650 Other 0 TOTAL 26650 r 28 MAY 2009 08:26 ENGLISH (1) r CERTIFIED MAIL RETURN RECEIPT REQUESTED May 19, 2009 PCS Phosphate Company,Inc. P.O. Box 425 Aurora, NC 27806 To Whom It May Concern: 4 JUN 0 4 Z009 Morehead City CCM This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation plans to replace the existing pipes on -site of his/her property, Parcels 6063 and 8126, located on SR 1002, Bay City Road in Beaufort County. The sketch attached accurately depicts the proposed construction. Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and return as soon as possible to: Mr. Stephen Lane, Field Representative N.C. Dept. of Environment and Natural Resources Division of Coastal Management Morehead City District 400 Commerce Avenue Morehead City, City N.C. 28557 Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice. NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION. Sincerely, I have no objection to the proposed project as described in this correspondence. I have objection to the project as presently proposed and have enclosed comments. t 5 ( NTc= Cb*7,P ��n/�- 2(Signature) ��,Y Z . ZO��(Date)