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HomeMy WebLinkAbout20110896 Ver 6_CAMA Application_20170210Coastal Management ENVIRONMENTAL QUALITY February 6, 2017 TO: Karen Higgins 401 & Buffer Permitting Unit DWRMater Quality Permitting ROY COOPER Governor WILLIAM G. ROSS, JR Interim Secretary BRAXTON DAVIS Director FROM: Heather Coats, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD-ncdenr.goov Fax: 395-3964 (Courier 04-16-33) SUBJECT: CAMA / Dredge & Fill Application Review Applicant: Orton Plantation Holdings, LLC Project Location: Orton Creek, adjacent to the Cape Fear River, off of Orton Rd. SE, in Winnabow, Brunswick County Proposed Project: to remove the existing bridge and construct a new timber bridge over Orton Creek, adjacent to the Cape Fear River, off of Orton Rd. SE, in Winnabow, Brunswick County Please indicate below your agency's position or viewpoint on the proposed project and return this form to Heather Coats at the address above by February 8, 2017. If you have any questions regarding the proposed project, contact Tara MacPherson at (910) 796-7425 when appropriate in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. **Additional comments may be attached** 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. SIGNED _ DATED, State of North Carolina I Environmental Quality I Coastal Management 127 Cardinal Drive Ext., Wilmington, NC 28405 910-796-7215 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Orton Plantation Holdings, LLC, c/o Peter Talty (Orton Creek Bridge Replacement) 2. LOCATION OF PROJECT SITE: Project site is located across Orton Creek and spans two parcels (Parcel ID 1440000111 and 1440000112) off of Orton Road SE in Winnabow, Brunswick County. Photo Index - 2006: 204-6651 E-23 2000:15-145 K-18 State Plane Coordinates - Lat: 34°02'51.67"N Long: 77° 56'57.71"W 3. INVESTIGATION TYPE: CAMA/D&F 4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 1/31/17 Was Applicant Present - Yes 5. PROCESSING PROCEDURE: Application Received —12/21/16 Complete — 1/4/17 Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan — Brunswick County Land Classification From LUP - Conservation (B) AEC(s) Involved: ES, EW, PTA (C) Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing — On-site septic Planned - N/A (F) Type of Structures: Existing — Concrete Bridge, rip rap and associated headwalls Planned - Realignment of roadway and new timber bridge with headwalls. (G) Estimated Rate of Erosion: N/A HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER 7. 8. (A) Vegetated Wetlands 1,320 sq. ft. (B) Non -Vegetated Wetlands Open Water Shading) 5,324 sq. ft. (C)Other — High Ground (D) Total Area Disturbed: 6,644 sq. ft. (0.15 Acres) (E) Primary Nursery Area: No (F) Water Classification: Orton Pond — C;Sw PROJECT SUMMARY: The applicant is proposing remove the existing concrete bridge, construct a new timber bridge with head walls and realign the existing roadway. Orton Plantation Holdings, LLC- c/o Peter Talty (Orton Creek Bridge Replacement) Page Two 9. PROJECT DESCRIPTION To find the project site, travel west of US Hwy 74/76 out of Wilmington to NC Highway 133 South towards Southport. Travel approximately 12.5 miles to Plantation Road SE. Turn left and travel a distance of approximately 0.4 miles until you reach Orton Rd SE. Turn left on Orton Road SE, the road will veer to the right in approximately 0.6 miles. Follow Orton Road SE for .08 miles until you reach the bridge spanning Orton Creek. The Creek is the dividing line between two undeveloped parcels and the property is bordered by the Cape Fear River to the east and Orton Pond to the west. Orton Plantation is now a private property and can be accessed by calling Steve Morrison with Land Management Group at 452- 0001 Orton Plantation is a former rice plantation developed around 1725. Construction included a gravity -based water control system, with Orton Pond as the water supply source, and creation of several rice fields on the property. State Permit # 176- 88 was issued by CRC variance to Kenneth M. Sprunt on September 2, 1988 for the reconstruction of a dam/spillway. The named "Front Rice Fields" (both North and South) are bordered by Orton Creek to the north, Orton Pond spillway to the south and the Cape Fear River to the east. One of the water control structures on the southern end of the Front South Rice Field drains directly to the Orton Pond Spillway. State Permit #65-02 was issued to Orton Plantation by Settlement on June 3, 2002 for the long-term maintenance of the outer dike adjacent to the Cape Fear River. State Permit No. 83-12 was issued to Orton Plantation Holdings on July 17, 2012 for construction of dike and marsh revetments along the Cape Fear River, Orton Creek and the Orton Pond Spillway, to augment the dike, replace existing water control structures and to revert the historic rice fields back to rice production. The waters of Orton Pond are classified as C;Sw by the NC Division of Water Resources. They are not designated as Primary Nursery Area (PNA) by the NC Division of Marine Fisheries, nor open to the harvesting of shellfish. PROPOSED PROJECT: The applicant is proposing to remove the existing concrete bridge, construct a new timber bridge with head walls and realign the existing roadway. According to the applicant a 57 ft. width would remain under the proposed bridge for navigation and only two sets of support pilings would be located below mean high water (MHW) within the Orton Creek Spillway, which drains to the Cape Fear River (see Sheet 201 A). As proposed, the bridge would be 120 ft. in length by 15 ft. in width, which is the same width as the existing concrete bridge. Four headwalls, each measuring approximately 23.5 linear ft., would be installed within the 30 ft. Coastal Shoreline Buffer and minimal grading will be required in the 75 ft. Coastal Shoreline AEC due to the road alignment (see Sheet 100A-2). The applicant states that there will not be any wetland impacts or any excavation or fill in public trust waters. 10. ANTICIPATED IMPACTS: Approximately 1,320 square of open water would be spanned within the bridge footprint in the Orton Creek Spillway. An additional 5,324 sq. ft. of high ground area would be temporarily impacted in association with grading for road re- alignment and headwall installation. Temporary increases in turbidity should be expected during construction. Submitted by: Tara MacPherson Date: February 4, 2017 Office: Wilmington ALLMG LAND MANAGEMENT GROUP rxc. "i9F Environmental Consultants December 15, 2016 Ms. Tara MacPherson Division of Coastal Management 127 North Cardinal Drive Wilmington, N.C. 28405-3845 RE: CAMA Major Permit Application - Orton Plantation Holdings, LLC Orton Creek Vehicular Bridge Replacement Tara, Please find enclosed a CAMA Major Permit application for replacement of the existing bridge over Orton Creek within the Orton Plantation Holdings property. The existing bridge is an aging concrete bridge which would be removed and replaced with a timber bridge in roughly the same location and alignment. The timber bridge would span the creek with only two sets of support pilings located below mean high water (MHW). A 57' width would remain under the proposed bridge for navigation and access to public trust waters. No wetland fill is proposed, and no excavation or fill in state waters is needed. The existing road would be slightly realigned to straighten the approach to the new bridge with minimal grading in the 75' Coastal Shoreline AEC. Additional details are provided in the enclosed project narrative, application forms, and application figures. Please let me know if you have any questions. As always, thanks for your efforts. Regards, Steve Morrison Environmental Consultant Enclosure(s): Application package; Application Fee $250.00 cc: Orton Plantation Holdings, LLC � DCM VVIE NIGTON. NC REC -rJ J' -J 19 20 K.w www.lmgroup.net • info@lmgroup.net • Phone: 910.452.0001 • Fax: 910.452.0060 3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402 NCM Mr -1 APPLICATION for } Major lovelopmont Permit � r (last revised 92/27/06) Business Name North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Project Name (if applicable) Business Name Orton Plantation Holdings, Llc Orton Plantation -Orton Creek Replacement Bridge Applicant 1: First Name MI Last Name Peter Talty Agent/ Contractor 1: First Name Applicant 2: First Name MI Last Name If additional applicants, please attach an additional pages) with names listed. Steve Mailing Address PO Box City State 37th Floor, 11 Times Square NA New York Last Name NY ZIP Country Phone No. FAX No. 10036 USA 212 - 782 - 6295 ext. NA NA - Street Address (if different from above) City State ZIP NA NA NA NA NA - Email NC ZIP peter.taIty@blIc.com Phone No. 1 2. Agent/Contractor Information Business Name Land Management Group Inc. Agent/ Contractor 1: First Name MI Last Name Steve Morrison Agent/ Contractor 2: First Name MI Last Name Laura Stasavich Mailing Address PO Box City State 3805 Wrightsville Ave., Suite 15 NA Wilmington NC ZIP Phone No. 1 Phone No. 2 28403 910 - 452 - 0001 ext. - ext. FAX No. Contractor # 910 452 0060 NA Street Address (if different from above) City State ZIP NA Na NA NA - Email smorrison@Imgoup.net-, Istasavich@lmgroup.net Oi�I, N VII MINGT C <Form continues on back> ::�asia7r1ar223_en1,na! Form DCM MP -1 (Page 2 of #' APPLICATION for Major Development Permit I Project Location County (can be multiple) Street Address State Rd. # Brunswick Orton Road SE (at intersection with Orton Creek) off of NC Hwy 133 Subdivision Name City State Zip Orton Plantation Winnabow NC 28479 - Phone No. Lot No.(s) (if many, attach additional page with list) N/A - - ext. N/A, I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project 0 Orton 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 Cape Fear River 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. Brunswick County 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) several miles 11,000 -ac within overall Orton Plantation c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high watet) or NA, I I NWL (normal water level) (If many lot sizes, please attach additional page with a list) 0-15' ®NHW or ❑NWL e. Vegetation on tract Vegetation in area of proposed bridges includes live oak, longleaf and loblolly pine, wax myrtle. f. Man-made features and uses now on tract Orton was developed as a rice plantation in 1725, including the gravity water system (dikes, rice trunks, irrigation canals, interior irrigation ditches, ponds) which has been maintained and updated since original construction. Additional man-made features include a plantation home with guest houses, extensive gardens, chapel and maintenance sheds. An existing concrete bridge exists at the location of the proposed replacement bridge. g. Identify and describe the existing land uses adlacent to the proposed project site. Undeveloped residential properties, private cemetary, Brunswick Town State Historic Site. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? CO -RR, Rural Low Density Development (Attach zoning compliance certificate, if applicable) ®Yes ❑No [INA j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ❑No ®NA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No ❑NA National Register listed or eligible property? DCM WILMINGTON, NC <Form continues on next page> 252-805-2808 ., 1-858-4 COAST , www.ncaaastalmanagement,nst Form DCM MP -1 (Page 3 of* APPLICATION for Major Development Permit 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) n. Describe existing wastewater treatment facilities. On-site septic for existing structures. No new wastewater treatment required. o. Describe existing drinking water supply source. On-site wells for existing structures. No additional water supply needed. p. Describe existing storm water management or treatment systems. There are no stormwater management features for the existing dirt road or the existing bridge. 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ❑PubliclGovernment ®Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. The purpose is to replace an existing aging concrete bridge over Orton Creek. A new wooden bridge would be located in roughly the same footprint and alignment as the existing bridge. The bridge would maintain vehicular access through the Orton Plantation property and would remain for private use. 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. Standard construction methods and equipment. Equipment to be stored on upland portions of the property. d. List all development activities you propose. Construction of a 120 foot long wooden replacement bridge and associated structural components (pile bents, headwall, wingwalls). e. Are the proposed activities maintenance of an existing project, new work, or both? Replacement of existing concrete bridge. f. What is the approximate total disturbed land area resulting from the proposed project? 5,324 ®Sq.Ft or []Acres g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [:]NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. No discharges to waters of the state are proposed. i. Will wastewater or stonnwater 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? ❑Yes ❑No ®NA If yes, attach a mitigation proposal. CCM WILMINGTON, NC <Fonn continues on back> 252-808-2808 :. 11-888-4RCOA3T .: www.necoastalmanagement.net Form DCM MP -1 (Page 4 of APPLICATION for Major Development Permit 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) — (t) 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. 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 NC Department of Transportation Phone No. Address 300 Division Road Wilmington, NC 28401 Name NC State Property Office Phone No. Address 116 W. Jones Street, Raleigh, NC 27603 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. SAW -2011-00624 COE Jurisdictional Determination, Orton CAMA General Permit No. 56605, DCM, Orton Plantation Plantation Holdings, LLC, 8/22/11 Holdings, LLC, 5/26/11 CAMA Major Permit No. 65-02, DCM, Transfer to Orton SAW -2011-00624 COE Nationwide 3 Permit, Orton Plantation Plantation Holdings, LLC, 3/17/11 Holdings, LLC, March, 2012 CAMA Major Permit No. 83-12, DCM, Orton Plantation Holdings, LLC, 7/17/12 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. I further certify that the information provided in this application is truthful to the best of my knowledge. l Date & M/� Print Name rt ht fu f 144 �-KQ -�` � (A-1 / Signature Please indicate application attachments pertaining to your proposed project. ❑DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and CulvertsRECEIVED ®DCM MP -3 Upland Development DCM WILMINGTON, NC ❑DCM MP -4 Structures Information 282-808-2808 .. 1-5813-4RCOAST ., www. nccoastalmanagernent.not Form DCM MP -3 UPLAND DEVELOPMENT (Construction and/or land disturbing 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 b. Number of lots or parcels. proposed. NA No new buildings. Replacement bridge only structure proposed. c. Density (give the number of residential units and the units per acre). NA e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation 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 [INA (ii) If yes, list the date submitted: NA g. Give the percentage of the tract within the coastal shoreline AEC to be covered by impervious and/or built -upon surfaces, such as pavement, building, rooftops, or to be uged for vehicular driveways or parking. Less than 1 % of new impervious cover proposed for slight re -alignment of road approach. No appreciable increase in existing impervious cover. i. Give the percentage of the entire tract to be covered by impervious and/or built -upon surfaces, such as pavement, building, rooftops, or to be used for vehicular driveways or parking. Less than 1 % of new impervious cover proposed for slight re -alignment of road approach. No appreciable increase in existing impervious cover j. Describe proposed method of sewage disposal. NA I. Describe location and type of proposed discharges to waters of the state (e.g., surface runoff, sanitary wastewater, industrial/ commercial effluent, `wash down" and residential discharges). No direct discharges to waters of the state are proposed. Very little new impervious cover is proposed. d. Size of area to be graded, filled, or disturbed including roads, ditches, etc. 5,324 sgft of upland to be graded for realignment of approach road. f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for impervious surfaces. Orton Road SE will remain dirt. Replacement bridge will be wood. h. Projects that require a CAMA Major Development Permit may also require a Stormwater Certification. (i) Has a site development plan been submitted to the Division of Water Quality for review? ❑Yes ®No DNA (ii) If yes, list the date submitted: _NA k. Have the facilities described in Item (i) received state or local approval? []Yes ❑No ®NA If yes, attach appropriate documentation. m. Does the proposed project include an in8ty design? 1J1� ❑Yes ®No DNA If yes, attach appropriate documentation. 252-808-28082 :: 1-888-4RCOAST :: www.nccoastaimanaaement.net revised: 12/26/06 Form DCM MP -3 (Upland Development, Page 2 of 2) m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) NA o. When was the lot(s) platted and recorded? NA Date Orton Plantation -Orton Creek Bridge Replacement n. (i) Will water be impounded? []Yes ®No ❑NA (ii) If yes, how many acres? NA p. If proposed development is a subdivision, will additional utilities be installed for this upland development? []Yes ❑No ®NA Project Name Orton Plantation Holdings, LLC Applicant ame d d-Selk App nt Signature RECEIVED DCM WILMINGTON, NC 252-808-2808 :: 7-888-4RCOAST :: www._nccoasiaimanagement.net revised: 72/26/06 ftm Dom MF -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. 1. BRIDGES [I This section not applicable a. Is the proposed bridge: b. Water body to be crossed by bridge: ❑Commercial ❑Public/Govemment ®Private/Community Orton Creek c. Type of bridge (construction material): Timber d. Water depth at the proposed crossing at NLW or NWL: ranges between -1' MLW and -2' MLW e. (i) Will proposed bridge replace an existing bridge? ®Yes []No f. If yes, (ii) Length of existing bridge: 115' (iii) Width of existing bridge: 15' (iv) Navigation clearance underneath existing bridge: unknown (v) Will all, or a part of, the existing bridge be removed? (Explain) The existing bridge will be completely removed. 9• Length of proposed bridge: 120' i. Will the proposed bridge affect existing water flow? []Yes ®No If yes, explain: Bridge will span the creek with pilings placed no further than 13' waterward of MHW, maintaining a 57' wide navigable width. (i) Will proposed bridge replace an existing culvert? []Yes ®No If yes, (ii) Length of existing culvert: N/A (iii) Width of existing culvert: N/A (iv) Height of the top of the existing culvert above the NHW or NWL: N/A (v) Will all, or a part of, the existing culvert be removed? (Explain) N/A h• Width of proposed bridge: 15' j. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? ❑Yes ®No If yes, explain: k. Navigation clearance underneath proposed bridge: more than 6' 1. Have you contacted the U.S. Coast Guard concerning their above MHW approval? ❑Yes ®No If yes, explain: m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: — 9' to 10' above waters? []Yes ®No wetlands/waters If yes, explain: 2. CULVERTS ®This section not applicable a. Number of culverts proposed: b. Water body in which the culvert is to be placed: RECEIVED DGM WILMINGTON, NG 252-808-2808 :: 9-888-4itCOAS7 :: www,nicco_astaimanagement.net revised: 10126/06 Form DCM MP -5 (Bridges and Culverts, Page 2 of 4) < Form continues on back> c. Type of culvert (construction material): 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: h. Height of the top of the proposed culvert above the NHW or NWL. 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 If yes, (ii) Length of existing culvert(s): (iii) Width of existing culvert(s): (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) 9- Width of proposed culvert: i. Depth of culvert to be buried below existing bottom contour. k. Will the proposed culvert affect existing water flow? []Yes ❑No If yes, explain: 3. EXCAVATION and FILL El 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: N/A (iii) Avg. width of area to be excavated: N/A (iv) Avg. depth of area to be excavated: N/A (v) Amount of material to be excavated in cubic yards: N/A 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: N/A (iii) Avg. width of area to be excavated: N/A (iv) Avg. depth of area to be excavated: N/A (v) Amount of material to be excavated in cubic yards: N/A 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 ❑SAV ❑SB OWL ®None (ii) Describe the purpose of the excavation in these areas: N/A RECEIVED IDCM WILMINGTON, NC 252-+808-2808 ;: 1-888-4RC®AST :: www.nccoastaimanagement.net revised: 10/26/06 Form DCM MP -5 (Bridges and Culverts, Page 3 of 4) d. If the placement of the bridge or culvert involves any excavation, please complete the following: (i) Location of the spoil disposal area: N/A e. (ii) Dimensions of the spoil disposal area: N/A (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 ❑No 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 ®No If yes, (ii) Avg. length of area to be filled: N/A (iii) Avg. width of area to be filled: N/A (iv) Purpose of fill: N/A 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 ®No If yes, (ii) Avg. length of area to be filled: (iii) Avg. width of area to be filled: (iv) Purpose of fill: Approaches to bridge will be slightly realigned. Minor grading to achieve approach alignment and grade. (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. []CW ❑SAV ❑SB ❑WL ®None (ii) Describe the purpose of the excavation in these areas: N/A a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary utility lines? ❑Yes ®No detour structures? ❑Yes ®No If yes, explain: N/A If yes, explain: N/A If this portion of the proposed project has already received approval from local authorities, please attach a copy of the approval or certification. < Form continues on back> RECEIVED DCM WILMINGTON, NO 252-808-2808 :: 1-888-4RCOAS7 :: www.nccoastaimanagement.net revised: 10/26106 Form DCM MP -5 (Bridges and Culverts, Page 4 of 4) c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion ❑Yes ®No controlled? If yes, complete Form DCM-MP-2. Silt fences will be installed around upland work areas and landward of the wetland line during construction. Headwalls and wingwalls will permanently stabilize piling bridge supports. e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site? dragline, backhoe, or hydraulic dredge)? ❑Yes ®No Standard construction equipment such as pile drivers, If yes, explain steps that will be taken to avoid or minimize dumptrucks, and small excavators for placement of backfill environmental impacts. and rip rap. N/A g. Will the placement of the proposed bridge or culvert require an shoreline stabilization? ®Yes No If yes, complete form MP -2, Section 3 for Shoreline /� Stabilization only. Date Orton Plantation -Orton Creek Replacement Bridge Project Name Orton Plantation Holdings, LLC Applica Name Ap scant Signa re� RECEIVED OCM WILMINGTON, NC 252-808-2808 :: 1-888-4RC®AS7 ;: www.necoastaimanagement.net revised: 10/26/06 LMG www. LMG rou p. net Phone: 910.452.0001 •1.866.LMG.1078 Fax 910.452.0060 3805 Wrightsville Avenue Wilminqton, NC 28403 SITE SGS, Intermap, increment P Corp., hina (Hong Ko ), Esri (Thailand), eetMap contrib itors, and the GIS User RECEI 'SCM WiLMINGTCN°SALE 1" - 3,000' CAMA Major Permit Application Project Location Map Orton Plantation, Brunswick County, NC Orton Creek Bridge Replacement Sheet 1 of 11 September 29, 2016 3� FAdj ent Landowner to north:, fl. ut Industries, LLC w. " �/ a = of a Ilk QUGHT IV •r •rare'... w j k oPTON Brunswick Co. Parcel 1440000111 1 '� � � � a >rf > 'Jry`i 1, �• t ` t t .r �-��, {p��'� �� -�: +���" ��#���• � SITE Y F � row ,?ems a r LIGHT- 4f j Brunswick Co. Parcel 1440000112 t ANDERSON is 0 SbiVtPS(�N, LANDtrvG t 1 Adjacent Landowner -� to south: State of NC`' Note: All parcels comprising Orton Plantation are not shown. Parcels shown are for orientation and reference relative to proposed bridge replacement only. Ock/i "v � Carolina Beach USGS Topographic Map and Brunswick Co. Tax Parcels. SCALE 1" = 2,000' LMG CAMA Major Permit Application USGS Topographic Map ,.nN.,.NAI�-,%E Orton Plantation, Brunswick County, NC Carolina Beach, NC Quad www.LMGroup.net Orton Creek Bridge Replacement Phone: 910.452.0001 •1.866.LMG.1078 Sheet 2 of 11 Fax 910.452.0060 3805 Wrightsville Avenue September 29, 2016 Wilmington, NC 28403 x-2 \ti x-2.7 0 \ \\ \ wood os! • `/` \ \ \\\ tTry �N\ H C1, 2a x-3.4 �\ ♦`„ \\, \\\ r Concrete Support Al NN. \ \\\\ \ x-4.7 \ Wetland Limit �% \ �` �s�`\ \\\ `\ \\\\� ♦ `\ x 3.8 \\ \�\ \\ \\♦ 4 ` \ \ ` \�� \�♦ -33 `\� \�\•� ��• \ \ MHW \ � \ .\ \\\% \ \ �\ \\\I\\\ x-38 S-0 \\ Q -4.9 \ \\ \\ �\ \\ `� -32 70. 30' Coastal Shoreline ♦ \ ` \\ \\ \ Buffer Limit `` \ \\` \\\ `\�\�\\Q \\\v 75' AEC ♦ � � \` Limit ♦ U ♦ * �\� Ax- 4f Ex. Road Base Survey provided by: SurveyOn e, PLLC 1405 Green Hill Rd NE Leland, NC 28451 Tel. 910.619.3175 NC License No. P-0545 -------- Mean High Water, 2' NAVD88 contour (exact MHW elevation is 1.7' NAVD88) - - - - - - 75' CAMA AEC Limit — 30' Coastal Shoreline Buffer Limit 0,* I ♦ "0 °'i" ' Ex. Road ` 75' AEC Limit Nth lion bar Set �. ` 6e7-13.82- -13.82- HeadwaN �� 1 \ \ 1 1 1 \ \\ \ \ \ 2 \ +Yd• \ \ 0,9,E ♦\ \ \� ` \ - x-23 x-3 7 \ ♦\ _\\\� Concrete Piling x— 7 Wa, and Support x-4.6 Ex. Concrete MHW \ \ Bridge 141-8 x-2.5 -N `\ RipRap (TYP) x—OJ / Concrete Support 0/440 0 o \ Headwall rj E)— Wetland Limit -------- Elevational Contours (1' interval, NAVD88 datum) X Depths relative to NAVD88 (MLW = -2.5' NAVD88) 30' Coastal Shoreline Buffer Limit Wetland Limit Wetland Limits M RECEIVED DON NC DCM WIUI�AING 0 15 30 60 3.8 75' AEC i� Limit/� // i�i,i/fir/r / /" rr r �'' 1 CONCRETE BRIDGE TO BE " ' ' ' r , i ^O1 / �� ��/�� i l /',' ��' REMOVED BY OTHERS i/ ��r'/'/ '',',�'�-'�'� �o 1—�/ q0 �_ pyo -3.8 Re -aligned 1 / /,. / ,� i l ,'r c \\ \ • \I -3.2 -3.3 Approach Road o \ \I \ `\ \+Ili+ O 0 CD -0:3 � 0/1, �1 1 1 1 a;aJ0u00 a6PIJ III I J 0 , tnCo - '0 1� � I ` y}ed PS1 1 11 II 1 I i LL - ------------------ rn ------CD - r r, ,1100 N i, / , 120-011CD 30' Coastal Shorelinerr -2.3o. u 1 JR, Buffer Limit \ r ' /' ' ' oil 1 Ill// ' 07 / Soil Path Cb 0 0 .' 0 I i i 111 14J1 �� - Re -aligned �•, z" i \\ r\�\� \ 1 /1//' PROPOSED 120> (0� 1 i /� Approach Road °` BRIDGE BY YBC ,f!i�` (I i 1 r'�' i \�Q)`_!\ \�l l l l j j l l r/ ,1 �r%r/ / l !lll I I I / / / � 75' AEC \\ i/ 1 /iirli 1 1 I I I 1 i it ' �♦ Limit \I i �l1/i/iirlr, r1 MHW Wetland Limit/ r /,,; / /iir /// / r/r � � ) / ♦ 30 Coastal Shoreline � MHW -3.8 /, ��/,/��/��, Wetland Limit Buffer Limit i 40P Q) 0 4i I 1 i iii ' ,111.11 6 / 0 10 20 40 —�— Wetland Limit - -- - - - 75' CAMA AEC Limit -------- Mean High Water, 2' NAVD88 contour (exact MHW elevation is 1.7' NAVD88) — — 30' Coastal Shoreline Buffer Limit -------- Elevational Contours (1' interval, NAVD88 datum) PLAN - OVERALL SITE LAYOUT PRELIMINARY; NOT FOR CONSTRUCTION Depths relative to NAVD881 SCALE: 1== 20' FOR ENVIRONMENTAL PERMITTING ONLY X (MLW = -2.5' NAVD88) 0 0 0 0 0 0 0 0 BRIDGE CONCEPTS 0 0 0 0 0 0 0 0 THE PREMIER TIMBER BRIDGE COMPANY plans ore property of York Bridge Concepts 2420 Brunello T— T: 800.226.4178 are not to be reproduced or used without n permission from York Bridge Concepts. Lutz, FL 33559 F. 800.836.1274 TIMBER VEHICULAR BRIDGE DESIGN ORTON PLANTATION SOUTH BRIDGE WINNABOW, NC Project: Date: Revision Date: LMG 9/29/2016 Orton Plantation LAND MANAGEMENT GROUP,.c. Brunswick County, NC Scale: Job Number: Environmental Consultants 111=201 02-10-11OR 3805 Wrightsville Ave; Suite 15 Title: Sheet Number: Wilmington, North Carolina 28403 Telephone: 910452-0001 CAMA Major Permit Application CAMA Sheet Orton Plantation, Brunswick Co. 4 ofCEIV OA) Orton Creek Bridge Replacement TON, NO DRAWING REVISIONS PLAN OVERALL SITE LAYOUT OES"M LOADNG HS20-44 LOADING (L/400 DEFLECTION) BATE/TIME: DRAWN BY: PROJECT NUMBER: SHEET NUMBER: September 28, 2016 ). WINCHELL 1 216096 1 100A 1 / AP Re -aligned Approach Road ; / �/; —3.8 and Limits of Disturbance ties intot r' 1 / / \ \\ \� —3.2 �� —3.3 / esw Pam x. road 1//\ �` \ 1 I N� 1111 i �y / p Re -aligned Approach Road 75' AEC �►� �\ `\ �,�i,��i a II I i i (/, /' ' and Limits of Disturbance / I / r, ,ld ��\�> > Limit , � rip /sir/� I l///l ties into ex. road 75 AEC / 30' Coastal Shoreline , / i r �,r / i� m� / ,;;ii i' Limit /. /� Grading and minor fill for realignment of Buffer Limit � , / /�/' / �` / / �%`-� / i ��/�;���. r/ / / 30' Coastal Shoreline approach road = 5,324 sq.ft. (total) Buffer Limit Grading and minor fill within AEC = 1,550 sq.ft. /IllI1, ,,,,�/,,, No new impervious cover on balance. Wetland Limit ,//,,/, /// ,/� //,� j Wetland Limit , / MHW // 1/ it%ii i ,/ / MHW fill i/i �' - i — ) Wetland Limit 0 20 40 80 -------- Mean High Water, 2' NAVD88 contour - - - - - - 75' CAMA AEC Limit (exact MHW elevation is 1.7' NAVD88) Project: Date: Revision Date: -------- Elevational Contours LMG Orton Plantation 929/2016 30 Coastal Shoreline Buffer Limit Scale: Job Number: (1 interval, NAVD88 datum) LAND MANAGEMENTGROUPnc Brunswick County, INC 1"=40' 02-10-11oR Environmental Consultants Depths relative to NAVD88 3805 Wrightsville Ave; Suite 15 Title: Sheet Number: X Re -aligned Approach Road / Wilmington, North Carolina 28403 (MLW = -2.5' NAVD88) Limits of Disturbance Telephone: 910-452-0001 CAMA Major Permit Application CAMA Sheet PRELIMINARY; NOT FOR CONSTRUCTION Orton Plantation, Brunswick Co. 5 of 11(10OA-2) FOR ENVIRONMENTAL PERMITTING ONLY Orton Creek Bridge Replacement RECEIVED TIMBER VEHICULAR BRIDGE DESIGN DRAWING REVISIONS PLAN Dcn�wlL(dIINGT , YORK APPROACH ROAD- GRADING 0 0 0 0 0 0 0 o DESMED LOADING BRIDGE CONCEPTS O RTO N PLANTATION SOUTH BRIDGE HS20-44 LOADING (L/400 DEFLECTION) THE PREMIER TIMBER BRIDGE COMPANY DATE/TIME: DRAWN BY: PROJECT NUMBER: SHEET NUMBER: WINNABOW, NC 1 /1 plans are property of York Bridge Concepts 2420 Br U. T— T: 800.226.4178 - are not to be reproduced or used without September 28, 2016 ], WINCHELL 216096 10O AZ n permission from York Bridge Concepts. Lutz FL 33556 F� 800.836.!274 r�. C 4'-1 ROWA-0------------ -------------- -- --------- ---- --- ---- ----- --- -- -- -- S1 ROW B -0 - ROW-0- ROW C- 01 O Z W M S2S3------------------------------ --- ------------------ ---- ----------- PRELIMINARY; NOT FOR CONSTRUCTION FOR ENVIRONMENTAL PERMITTING ONLY YORK F---- 0 0 0 0. BRIDGE CONCEPTS 00000000 THE PREMIER TIMBER BRIDGE COMPANY plans are property of York Bridge Concepts. 2420 Br-ello Trace T 800.226.4178 are not to be reproduced or used without i permission from York Bridge Concepts. Lutz, FL 11111 F: 800.836.1274 4'-1 4'-1 10 ----- S4 I S5 n v -----------(�-------------{$ 10 Io M Ln tD Z z Z Z LU M m M m Mca TIMBER BUTT PILE (TYP) TIMBER WINGWALL PILE 0 4 8 16 1 PLAN - OVERALL PILE LAYOUT SCALE: 1/8" = P-011 TIMBER VEHICULAR BRIDGE DESIGN ORTON PLANTATION SOUTH BRIDGE WINNABOW, NC HS20-44 LOADING (L/400 DEFLECTION) DATE/TIME I DRAWN BY: I PROJECT NUM13ER: I SHEET NUMBER: September 28, 2016 I ], WINCHELL I 216096 I 201 B —A Project: Date: 9/29/2016 Revision Date: LMG Orton Plantation Scale: 11 1 1 .g Job Number: oz-to-lloR LAND MANAGEMENT GROUP— 43805 Brunswick County, NC Environmental Consultants Wrightsville Ave; Suite 15 Title: Sheet Number: Wilmington, North Carolina 28403 Telephone: 910-452-0001 CAMA Major Permit Application CAMA Sheet Orton Plantation, Brunswick Co. 6 of 11 (101) Orton Creek Bridge Replacement DRAWING REVISIONS ELEVATION i)CM WILIJIINGTON, EXTERIOR DESIGNED LOADING HS20-44 LOADING (L/400 DEFLECTION) DATE/TIME I DRAWN BY: I PROJECT NUM13ER: I SHEET NUMBER: September 28, 2016 I ], WINCHELL I 216096 I 201 B —A I I ' ROW A ROa0 STRINGERS HEADWALL i Q],--1 N M Ln �� ` w w w GLULAM STRINGER Z Z Z CIO m M m m BUTT PILE (TYP) WINGWALL PRELIMINARY; NOT FOR CONSTRUCTION FOR ENVIRONMENTAL PERMITTING ONLY YORK 00--c-c- BRIDGE CONCEPTS THE PREMIER TIMBER BRIDGE COMPANY plans ore property of York Bridge Concepts.I 2420 Bello ince T. 800.226.4178 are not to be reproduced or used without t permission from York Bridge Concepts. Lutz, FL 33558 F. 800.836.1274 11Ig2947_ % 1 PLAN - OVERALL FRAMING LAYOUT SCALE: 1/8" = 1'-0" TIMBER VEHICULAR BRIDGE DESIGN ORTON PLANTATION SOUTH BRIDGE WINNABOW, NC �LMG LAND MANAGEMENT GROUP im, Environmental Consultants 3805 Wrightsville Ave; Suite 15 Wilmington, North Carolina 28403 Telephone: 910-452-ODO t DRAWING REVISIONS WINGWALL PILE 0 4 8 16 Project: Orton Plantation Brunswick County, NC Date: 9/29/2016 Revision Date: Scale: 111=81 Job Number: 02-10-11OR Title: Sheet Number: CAMA Major Permit Application CAMA Sheet Orton Plantation, Brunswick Co. 7 of 11 (102) Orton Creek Bridge Replacement PLAN IDCM \M -LM -0N, OVERALL FRAMING LAYOUT . DEMED LOADING .. HS20-44 LOADING (L/400 DEFLECTION) DATE/TIME: DRAWN BY: PRQIECT NUMBER: SHEET NUMBER: September 28, 2016 1 WINCHELL 216096 102 • f14'-10" f14'-10" f60'-0" FREESPAN LENGTH CUSTOM PLASTIC RAIL CAP BACKFILL (BY OTHERS) I I� TIMBER _ ABUTMENT 1 _! 11=111- .� =1 11=1 11=1 11 TIMBER BOLTS t4'-11" POST O.C. X—BRACE CROSS BRACE GLULAM STRINGER m f14'-10" t14'-10" RAIL POST - GUIDERAIL t4'-11" POST O.C. l l CURB CURB A o ,. _ r /_ BLOCK EXISTING GRADE I-1 11 =1 = �_ = I = 1III-III=1 I=1 1 _ I _ I LMG Note: MHW is 5.2' above existing grade. Bridge will be minimum of 6.0' above MHW ___I_=_=I I I I=� - =I I II =- I ==I I FI - _ _ _ _ _ -_ I_ EEI=_II-_ =I -_I -_ I I I -I I I- I I I -I 11=1 11=111-! 11=1 1-! 11=1 1=1 I-! ! -1 1I - PILE TO BE DRIVEN UP TO 16 FT IN THE GROUND OR UNTIL REFUSAL. PRELIMINARY; NOT FOR CONSTRUCTION FOR ENVIRONMENTAL PERMITTING ONLY YORK 0 0 0 0 0 0 0 0 BRIDGE CONCEPTS 0 0 0 0 0 0 0 0 THE PREMIER TIMBER BRIDGE COMPANY plans are property of York BridgeConcepts. I 2420 Bmnello Tn— T. 800.226.4178 are not to be reproduced or used without 1 permission from York Bridge Concepts. Loin, FL 33558 F: 800.836.1274 1 ELEVATION - EXTERIOR SCALE: 1/8"=1'-0" TIMBER VEHICULAR BRIDGE DESIGN ORTON PLANTATION SOUTH BRIDGE WINNABOW, NC STRINGER PILE CAP ANDI I - BUTT PILE 1 I = _ TIMBER ABUTMENT = WATER SURFACE I -III - III -II )LMG LAND MANAGEMENT GROUP mc. Environmental Consultants 3805 Wrightsville Ave; Suite 15 Wilmington, North Carolina 28403 Telephone: 910452-0001 DRAWING REVISIONS TI -!::I M II =1 11=1 11=1 11=1 I I- 11= Project: Orton Plantation Brunswick County, NC 0 4 8 16 Date: Re 9/29/2016 Scale: 1"-8' IJob number: 02-10-11OR Title: Sheet Number: CAMA Major Permit Application CAMA Sheet Orton Plantation, Brunswick Co. 8 of 11(201A) Orton Creek Bridge Replacement ELEVATION OCM WILMINGTON. N! EXTERIOR DESIGNED LOADING HS20-44 LOADING (L/400 DEFLECTION) DATE/TIME: DRAM Of:PROJECT NUMBER: SHEET NUMBER: //�� September 28, 2016 1. WINCHELL 216096 201A ±4.1% -.do- AB 301 m +I WATER SURFACE _EXIISTING IGRADE LMG Note: MHW is 5.2' above existing grade. =I = Bridge will be minimum of 6.0' above MHW. — — I= = = I- I- -I • PILE TO BE DRIVEN UP TO 16 FT IN THE GROUND OR UNTIL REFUSAL. PRELIMINARY; NOT FOR CONSTRUCTION FOR ENVIRONMENTAL PERMITTING ONLY YORK THE PREMIER TIMBER BRIDGE COMPANY Theae plans are property of York Bridge Concepts. 2420 Brundlo T- T. 800.226.4178 They are not to be reproduced or used without written permission from York Bridge Concepts. Lutz, 11 37558 1: 800.836.1274 1 ELEVATION - EXTERIOR SCALE: 1/8"=1'-0" TIMBER VEHICULAR BRIDGE DESIGN ORTON PLANTATION SOUTH BRIDGE WINNABOW, NC t4.1% 0 4 8 16 J J ^ J O j�04 W p N W NLd W p �+I r7 W (n ����o�t 0 c0 W (n r') W 17 J c0 J O N J J � � M LAND MANAGEMENT GROUP me Brunswick County, NC ±4.1% -.do- AB 301 m +I WATER SURFACE _EXIISTING IGRADE LMG Note: MHW is 5.2' above existing grade. =I = Bridge will be minimum of 6.0' above MHW. — — I= = = I- I- -I • PILE TO BE DRIVEN UP TO 16 FT IN THE GROUND OR UNTIL REFUSAL. PRELIMINARY; NOT FOR CONSTRUCTION FOR ENVIRONMENTAL PERMITTING ONLY YORK THE PREMIER TIMBER BRIDGE COMPANY Theae plans are property of York Bridge Concepts. 2420 Brundlo T- T. 800.226.4178 They are not to be reproduced or used without written permission from York Bridge Concepts. Lutz, 11 37558 1: 800.836.1274 1 ELEVATION - EXTERIOR SCALE: 1/8"=1'-0" TIMBER VEHICULAR BRIDGE DESIGN ORTON PLANTATION SOUTH BRIDGE WINNABOW, NC t4.1% DRAWING REVISIONS ELEVATION OCM WILMINGTON. Ni EXTERIOR DEMO UNIK HS20-44 LOADING (L/400 DEFLECTION) DATE/TIME: DRAWN BY: PROJECT NUMBER: SHEET NUMBER: September 28, 2016 1. WINCHELL 2160% 201B 0 4 8 16 Project: Date: Revision Date: 9/29/2016 LMG Orton Plantation LAND MANAGEMENT GROUP me Brunswick County, NC Scale: 111=81 Job Number: 02-10-11OR Environmental Consultants 3805 Wrightsville Ave; Suite 15 Title: Sheet Number: Wilmington, North Carolina 28403 Telephone: 910-452-0001 LAMA Major Permit Application CAMA Sheet Orton Plantation, Brunswick Co. 9 of 11(201B) Orton Creek Bridge Replacement DRAWING REVISIONS ELEVATION OCM WILMINGTON. Ni EXTERIOR DEMO UNIK HS20-44 LOADING (L/400 DEFLECTION) DATE/TIME: DRAWN BY: PROJECT NUMBER: SHEET NUMBER: September 28, 2016 1. WINCHELL 2160% 201B YORK THE PREMIER TIMBER BRIDGE COMPANY plans are property of York Bridge Concepts. I 242013-311. T.- T: 800.226.4178 are not to be reproduced or used without permission from York Bridge Concepts. LWz, FL ]3558 F: 800.836.1274 TIMBER VEHICULAR BRIDGE DESIGN ORTON PLANTATION SOUTH BRIDGE WINNABOW, NC DRAWING REVISIONS - MATERIALS SCALE: NTS 9/29/2016 NTS 02-10-11OR Sheet Number: Application CAMA Sheet ..,.., ....answick Co. 10 of 11(301A) Orton Creek Bridge Replacement SECTION RECEIV DCM WIUAINGTON. I MATERIALS DESIGNED LOADING - HS20-44 LOADING (L/400 DEFLECTION) DATE/TIME:BY: PRMCr NUMBER: SHEET NUMBER: September 28, 2016 jDRA3wN WINCHELL 1 216096 301A -H o kELIMINARY; NOT FOR CONSTRUCTION FOR ENVIRONMENTAL PERMITTING ONLY YORK 0 0 0 0 0 0 W=0 BRIDGE CONCEPTS 00000000 THE PREMIER TIMBER BRIDGE COMPANY plans are property of York Bridge Concepts. I 2420 B-110 Tni- T: 800.226.4178 are not to be reproduced or used without i permission from York Bridge Concepts. Lutz, FL 33558 F: 800,836 1274 o� I L0 114'-0" DECK WIDTH 112'-9" CLEAR i t 1'-7y2" f 11y2" N INSIDE O.C. H I_ _ i t5' -1y2„ O.C. O f1 1'-5" OUTSIDE O TIMBER VEHICULAR BRIDGE DESIGN U ORTON PLANTATION SOUTH BRIDGE WINNABOW, NC Mo 1 O �LMG LAND MANAGEMENT GROUP INC. Environmental Consultants 3805 Wrightsville Ave; Suite 15 Wilmington, North Carolina 28403 Telephone: 910-452-0001 DRAWING REVISIONS Project: Date: 9/29/2016 Revision Date: Orton Plantation Brunswick County, NC Scale: Job Number: 1"=21 02-10-11OR Title: Sheet Number: CAMA Major Permit Application CAMA Sheet Orton Plantation, Brunswick Co. 11 of 11(301B) Orton Creek Bridge Replacement SECTION DCM WILTAINGTON, MATERIALS DEJ@WQ MNG HS20-44 LOADING (L/400 DEFLECTION) DATE/TIME:DIUWN BY: PROJECT NUMBER: SHEET NUMBER: September 28, 2016 ], WINCHELL 2 1 301B