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HomeMy WebLinkAbout20050149 Ver 1_Complete File_20050126 r` Permit Class NEW p 5 _ p Permit Number 83-05 STATE OF NORTH CAROLINA Department of Environment and Natural Resources and Coastal Resources Commission ?r=????r? fli for JUN 9 2005 X Major Development in an Area of Environment?Concern y ursuant to NCGS 113A-118 R - wATEp QUALITY P WETLM ? sro?wAr?l ertaHCH Excavation and/or filling pursuant to NCGS 113-229 Issued to P.O. Box 746, Mt. Pleasant, SC development in Craven County at Duck Creek, SR 1609 - Galloway Street as requested in the permittee's application dated 10/7104 (NIP-1. MP-3. incl all dated This permit, issued on June 1, 2005 , is subject to compliance with the application (where consistent with the pe it), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. Marina 1) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal facility shall be installed and operable, and maintained for the life of the marina. 2)j The marina facility shall display a sign showing the location of the on-site pumpout facility, including other appropriate waste disposal information, on each of the 6' wide fixed access piers. 3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the marina facility. Any sewage discharge at the marina facility shall be considered a violation of this permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout the gntire existence of the permitted structure. (See attached sheets for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance as the case may be. This permit must be accessible on-site to Department perspnnel when the project is inspected for compliance. Aty maintenance work or project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on 31, 2008 In: issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. Char . Jones, Director Division of Coastal Management This permit and its conditions are hereby accepted. _??A 0 10 V e ta'r Cg tWrX ! ,c ?lG Signature of Permittee Rivershore, LLC ADDITIONAL CONDITIONS Permit #83-05 Page 2 of 3 4) This permit authorizes only the docks, piers, and other structures and uses located in or over the water that are ekpressly 'and specifically set forth in the permit application. No other structure, whether floating or stationary; may become a permanent part of this marina facility without permit modification. No non-water dependent uses of structures shall be conducted on, in or over public trust waters without permit modification. 5) Any portion of the permitted. access pier and docking facilities built over coastal wetlands shall not exceed six feet in width and shall be elevated a minimum of-three feet over the wetland substrate as measured from the bottom of the decking. 6) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work. 7) The authorized structure and associated activity shall not cause an unacceptable interference with navigation. 8) The permittee shall maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. The permittee shall not be relieved of this requirement if he abandons the permitted activity without having it transferred to a third party. 9) This permit authorizes a maximum of 105 boat slips. 10) During construction and/or operation of the authorized travel lift, care should be taken to ensure that no filling or excavation of the adjacent coastal wetlands area takes place. Such filling shall be considered a violation of this permit for which the permittee is responsible. 11) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S. Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent reflectors shall be attached to the structure in order to make it more visible during hours of darkness or inclement weather. NOTE: It is strongly recommended that the permittee exercise all available precautions in the day-to-day operation of the facility to prevent facility waste from entering the adjacent waters. Such discharge, either directly or indirectly, to adjacent waters could contravene state water quality standards, thereby violating state law. Sedimentation and Erosion Control NOTE: An Erosion and Sedimentation Control Plan shall be required for this project. This plan shall be filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this plan to the Department of Environment and Natural Resources, Land Quality Section, 943 Washington Square Mall, Washington, NC 27889 12) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion swales or berms, etc.) z. LLC Permit #83-05 Page 3 of 3 ADDITIONAL CONDITIONS Stormwater Management 13) Thg N.C. Division of Water Quality approved this project under stormwater management rules of the Environmental Management Commission under Stormwater Permit No. SW7050508 on 5/19/05. Any violation of the permit approved by the DWQ will be considered a violation of this CAMA permit. General 14) Any building constructed shall comply with the applicable* provisions of the North Carolina Building Code and the local flood damage prevention ordinance as may be required by the National Flood Insprance Program. 15)i This permit does not authorize the excavation or filling of any vegetated wetlands or open water areas, ev$n temporarily. 16) The permittee understands and agrees that, if future operations by the United States requires the removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unseasonable obstruction to free navigation} of the navigable waters, the permittee will be required, upon dui notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions caused thereby, without expense to the United States or the state of North Carolina. No claim shall be made against the United States or the state of North Carolina on account of any such removal or alteration: 17) All development within 50 feet of the normal water level shall be consistent with Environmental Management Commission (EMC) Neuse River buffer regulations in place at the time of such development. 18)' The permittee shall implement in its entirety the Operations and Maintenance Manual for Rivershore M'rina dated 1017104. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. NOTE: Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (252) 808-2808 prior to the commencement of any such activity for this determination. NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to project initiation. NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No. 050149. NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. 200510469. 05-0149 DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS Washington Regulatory Field Office P.O. Box 1000 Washington, North Carolina 27889-1000 March 15, 2005 Regulatory Division Action ID No. 200510469 Mr. Doug Huggett Division of Coastal Management North Carolina Department of Environment and Natural Resources 400 Commerce Avenue Morhead City, North Carolina 28557-3421 Dear Mr. Huggett: R@t;:h k??&fl @D MAN 1 7 ?007 "" XWAft?AS ?,N Reference the application of Rivershore, LLC, for a Department of the Army permit to cons ct a commercial marina facility within an existing basin, on property located off State Roao 1609, adjacent to Duck Creek, near the. Town of Bridgeton, in Craven County, North Carolina. The Federal agencies have completed review of the proposal as presented by the application and your field investigation report. We recommend that the following conditions be included in the State authorization: 1. All work authorized by this permit must be performed in strict compliance with the attached plans, which are a part of this permit. Any modification to these plans must be approved by the US Army Corps of Engineers (USAGE) prior to implementation. - 2. The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the perm?ttee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, reloc4te, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal, relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910- 3282 at least two weeks prior to beginning work and upon completion of work. -2- 3. No excavation, fill or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this project, in such a manner as to impair normal flows and circulation patterns within waters or wetlands or to reduce the reach of waters or wetlands. 4. Except as authorized by this permit or any USACE approved modification to this permit, no excavation, fill or mechanized land-clearing activities shall take place at any time in the ---•---construction_ormaintenance-o£this-project, within-waters-or-w&tLnds. Thi&permit.does- riot - authorize temporary placement or double handling of excavated or fill material within waters or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities connected with this project. 5. The authorized structure and associated activity must not interfere with the public's right to free navigation on all navigable waters of the United States. No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work for reason other than safety. 6. The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office at (910) 772-2191. 7. The permittee shall advise the Corps in writing at least two weeks prior to beginning the work authorized by this permit and again upon completion of the work authorized by this permit. 8. The permittee shall require its contractors and/or agents to comply with the terms and -- onditions of thispermit in the-construction and maintenance of this project; and s vide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this permit. A copy of this permit, including all conditions, shall be available at the project site during construction and maintenance of this project. 9. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). I+ -3- 10. The activity will be conducted in such a manner as to prevent a significant increase in turbidity outside the area of construction or construction-related discharge. Increases such that the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not considered significant. 11. Violations of these conditions or violations of Section 404 of the Clean Water Act or Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation. Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office, Regulatory Division, telephone (252) 975-1616, extension 23. Sincerely, Raleigh Bland, P.W.S. Regulatory Project Manager Copies Furnished: Ms. Cyndi Karoly Division of Water -Quality North Carolina Department of Environment and Natural Resources 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Mr. Fete Benjamin U.S. Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 27636-3726 -4- Mr. Ron Sechler National Marine Fisheries Service Habitat Conservation Service Pivers Island Beaufort, North Carolina 28516 -- --- Mr.-David Rackley - - -- - - NMFS, Habitat Conservation Division 219 Fort Johnson Road Charleston, South Carolina 29412-9110 Mr. Ronald J. Mikulak, Chief Wetlands Regulatory Section Water Management Division U.S. Environmental Protection Agency 61 Forsyth Street, SW Atlanta, Georgia 30303 Ms. Tere Barrett, District Manager Morehead City Regional Office North Carolina Division of Coastal Management 400 Commerce Avenue Morehead City, North Carolina 28557-3421 Commanding Officer - __U_S_ Coast GuardMarine Safety-Office 721 Medical Center Drive, Suite 100 Wilmington, North Carolina 28401-4895 'I 09014 NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Mich Oel F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary January 24 2005 ' MEMORANDUM: Ms. Cyndi Karoly JAN 2 6 20 Environmental Biological Supervisor R QUpusY Division of Water Quality pSTOiA FRDoug Huggett Major Permits Processing Coordinator SUBJECTI: CAMA/DREDGE & FILL Permit Application Review AppOcant? Rivershore, LLC Project Location: Craven County: The southern terminus of SR 1609 (Galloway Street) near Bridgeton adjacent to Duck Creek. Proposed Project:. The applicant proposes to construct a commercial marina facility within an existing inland basin, to include a paved entrance road and parking areas, a marina office, one 400 unit dry, stack storage building, forklift operation area, fueling and pump out facilities, and 105 wet slips. Please indicate below your agency's position or viewpoint on the proposed project and return this form by February 14, 2005. If you have any questions regarding the proposed project, please contact Stephen Lane at (252) 808-2808. When appropriate, in-depth comments with supporting data are requested. /mod ?d REPLY: This agency has no objection to the roject as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE 3?3 115 151-B Hwy. 24, strop Plaza II, Morehead City, North Carolina 28557 Phone: 252-808-28081 FAX: 252-247-33301 Internet: www.nccoastaimanagement.net An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper 0CM % DWQ % Development Type FEE (143001601 435100093 1625 6253 (24300 1602 435100095 2341 1. Private, non-commercial development that does not involve $250 100%($250) 0% ($0) the filling or excavation of any wetlands or open water areas: II. Public or commercial development that does not involve the filling or $400 100%($400) 0% ($0) excavation of any wetlands or open water areas: Ill. For development that involves the filling and/or excavation of up to 1 acre of wetlands and/or open water areas, determine if A, B, C, or D below applies: III(A). For Private, noncommercial development, If General water Quality $250 100%(S250) 0% (s0) Certification No.3301 (see attached) can be applied: , Ill($): For public or commercial development, if General water Quality $400 100%(S400) 0% (50) C fication No.3301 (see attached) T be applied: . 111(0). If General Water Quality Certification No. 3301 (see attached) could be applied, but DCM staff determined that additional review and $400 60%($240) 40%($160) written DWQ concurrence is needed because of concerns related to water quality or aquatic life: III(O). If General Water Quality Certification No. 3301 (see attached) $400 60% ($240) 40% (5160) ? can not be applied: . .. IV., For development that involves the filling and/or excavation of more 6475 60%(S285) 40%($190) than one acre of wetlands and/or open water areas: DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Rivershore, LLC 2. LOCATION OF PROJECT SITE: Entrance to project is at southern terminus of SR1609 (Galloway Street) near Bridgeton, and adjacent to Duck Creek in Craven County. Photo Index - 2000:73-936(Indexed by O-Q, 6-8) 1995:73-810(Indexed by H-J,16-18) State Plane Coordinates - X: 2584000 Y: 498000 Rover# MI10420A 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - November 4, 2004 Was Applicant Present - Yes 5. PROCESSING PROCEDURE: Application Received Completed: January 5, 2005 Office - Morehead City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Craven County Land Classification From LUP - Urban Transitional/Conservation (B) AEC(s) Involved: CW, ES, EW, PTA, (C) Water Dependent: Yes CX (D) Intended Use: Commercial •d• (E) Wastewater Treatment: Existing - None Vow Planned - Connection to City of New Bern Sanitary Sewer System 4 (F) Type of Structures: Existing - Existing inland basin Planned - Wet and Drystack Marina with amenities CDO (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands 530 sf shaded (B) Non-Vegetated Wetlands 118,117 sf usurped Estuarine Waters and Public Trust of which 32,936 sf Areas would be shaded (C) High ground disturbance 114,550 sq. ft. graded and filled (D) Total Area Disturbed: 233,197 sq. ft. (E) Primary Nursery Area: No (F) Water Classification: SC; Sw, NSW Open: No 8. PROJECT SUMMARY: Applicant proposes to construct a commercial marina facility within an existing inland basin, to include a paved entrance road and parking areas, a marina office, one 400 unit dry stack storage building, forklift operation area, fueling and pump out facilities, and 105 wet slips. Field ;Investigation Report: Rivershore,? LLC Page 2 9. NARRATIVE DESCRIPTION: Project Setting The project site is a 16.8-acre out parcel of a 67.5-acre tract adjacent to the northern shore of Duck Creep near the Town of Bridgeton, Craven County, North Carolina. The site is accessed from Bridgeton by following Hwy 55 East, turning right onto SR1609 (Galloway Street) and following the road to its southern terminus. The property is the vacant tract of land between Galloway Street and Duck Creek. This area is predominantly undeveloped, with one other marina on the creek. The land rises from Duck Creek to elevations of approximately +4'to +6' above MSL. The soil on the property is predominantly sandy material that was deposited on the site when the basin was dredged. There is an existing manmade'basin near the center of the property that was excavated out of high ground and connected to Duck Creek under CAMA Major Permit 61-75 (1975). The basin is approximately 450' x 600' and is connected to Duck Creek via a channel that widens from 130' to 250' and is approximately 250' in length. Water depths in Duck Creek typically range from -5'to-7' below NWL in the channel and -10' to -12' below NWL in the basin. The basin is bordered with Juncu roemerianus and S ap rtina patens, typically 2' to 4' in width. Wax myrtle and red cedar can be found for several feet landward of the coastal wetlands. The Section 404 Wetlands on this tract have been delineated and approved by the USACE (on file), and will be unaffected by this proposal. The upland areas are in the early stages of succession with the most prevalent species of plants being broom sedge and small loblolly pine saplings. The Graven County Land Use Plan classifies the area as Urban Transitional, with all areas within the Division of Coastal Management's AEC's classified as Conservation. The Division of Water Quality classifies Duck Creek as SC Swamp and Nutrient Sensitive Waters. The waters are closed to the harvesting of shellfish and they are not classified as Primary or Secondary Nursery Areas. No SAV's were observed during the visit to the site. Project Description The applicant proposes to construct a full service marina within an existing upland basin that is connected to Duck Creek. The upland development would consist of a paved access road, paved parking areas for 68 vehicles, and a marina store with restrooms, showers, and laundry facilities. Upland development would also include one building with two 200-unit dry stack storage units to accommodate boats from 15' to 30' in length. Fuel storage tanks and wash racks are proposed between the dry stack units and the boat basin. The boats would be launched and retrieved with a forklift, therefore, a paved forklift operation area is proposed. No boat maintenance facilities are proposed at this time. The launch is proposed with approximate dimensions of 50' wide and 97' in length and would prcje?t 10' beyond the NWL into the basin. Two 4' x 55' floating docks will project out into the basin1rom the forklift operation area for staging purposes. Four access walkways 6' wide and totaling 380' in length will lead to two 6' wide fixed docks around 1790' of the boat basin Field Investigation Report: Rivershore, LLC Page 3 perimeter. Dock "A" would consist of five 4' x 60' finger piers projecting from the fixed dock on the northeast side of the basin and would create 10 boat slips with a boatlift in each slip. An 8' x 345' floating dock is proposed parallel to the 6' wide fixed dock on the east side of the basin, with the floating and fixed docks connected via a 4' wide gangway. Attached to the floating dock on the east side of the basin would be "B" and "C" docks. "B" and "C" docks would each be composed of two 4' x 40 finger piers and four 4' x 30' finger piers that would create 14 boat slips at each dock. On the west side of the basin, an 8' x 705' floating dock with a 15' x 15' platform would be connected to the 6' wide fixed dock via two 4' wide gangways. "D" dock would be composed of three 4' x 50' finger piers that would create 6 boat slips. "E" dock would consist of two 8' x 50' finger piers and four 4' x 50' finger piers that would create 12 boat slips. The fueling and sewage pump out stations would be located at the end of "E" dock. "F" dock would consist of eight 4' x 40' finger piers and would create 16 boat slips. "G" dock would involve three 4' x 40' finger piers and would create 7 boat slips. "H" dock would be made up of fourteen 4' x 60' finger piers and would create 26 boat slips with a boatlift in each slip. The applicant also proposes to install a "NO WAKE" sign at the entrance to the marina basin: No shoreline stabilization measures are proposed, as the applicant has decided it is unnecessary at this time. 10. Anticipated Impacts: The forklift area and the accesses to the docks will shade 530 square feet of coastal wetlands as proposed. The fixed and floating docks will create a total of 105 new boat slips and will incorporate 118,117 square feet of Estuarine Waters and Public Trust Area within the upland basin. The docks will also shade 32,936 square feet of those waters. Temporary increases in turbidity can be expected during the in-water construction of the docks and the installation of "NO WAKE" sign. The project will require the grading and filling of 114,550 square feet of high ground for the construction of the marina office, dry stack area, driveway, and parking areas. These will result in < 10% of impervious area within the 75' Estuarine Shoreline AEC. The addition of 105 wet slips and 400 dry stack storage spaces will result in a significant increase in boating activity on this creek. Stephen Lane January 21, 2005 Morehead City ALDERMAN JULIUS C. PARHAM, JR. ROBERT G. RAYNOR, JR. MACK L"MAr FREEZE JOSEPH E. MATTIWLY, JR. BARBARA LEE WILLIAM H. BALLENGER i aftV of Nefu ?Rern TOM BAYLISS, III MAYOR WALTER B. HARTMAN, JR. CITY MANAGER VICKIE H. JOHNSON CITY CLERK $out4ern $uryrise CMARY A. BRATCHER ITY TREASURER FOUNDED 1710 PHONE: 252-6364000 P.O. BOX 1129 ?ebr ern, ? QI. 28563-1129 April 20, 2000 Rivershore LLC. P. O. Box 12172 New Bern, N. C. 28562 Dear Rhett: This is to confirm New Bern's willingness to accept sewer flow from your proposed development in the Sandy Point area. Unless modified by agreement between the owners of the property and the City of New Bern, our normal out of city service policies will apply to rates and charges. Let me know if I can be of further assistance. Best Regards, Walter B. Hartman, Jr. 6 ! City Manager sch' cc: David Muse Mayor Board of Aldermen 'IT 12 2004 MorenGad city pCM Afriuing for Xxrellenre APPLICATION 1. APPLICANT a. Owner: Rivershore, LLC Contract to Purchase: Big Cypress Land & Development Co., Inc. c/o Newkirk Environmental, Inc. P.O. Box 746 Mt. Pleasant, SC 29465 Phone: 843-388-6585 FAX: 843-388-6580 b. Authorized Agent: Newkirk Envrionmental, Inc. P.O. Box 746 Mt. Pleasant, SC 29465 Phone: 843-388-6585 FAX: 843-388-6580 c. Project Name (if any): Rivershore Marina 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities). Construction of a full service commercial marina facility with attendant services and activities including floai g docks dry stack storage fuel service, sewage pumpout services and harbor masters office/ships store (for additional information see attached Operations and Maintenance Manual. b. Is the proposed activity maintenance of an existing project, new work, or both? New work within an existing upland dug marina basin. c. Will the project be for public, private or commercial use? Commercial/Public d. Give a brief description of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attached 2. LOCATION OF PROPOSED PROJECT a. County: Craven b. City, town, community or landmark Brid eg ton c. Street address or secondary road number Galloway Street-SR 1609 d. Is proposed work within city limits or planning jurisdiction? ? Yes ® No e. Name of body of water nearest project (e.g. river, creek, sound, bay) Duck Creek additional pages. The purpose of the proposed project is to provide marina services and water access to the general public. Additional information is provided in the Operations and Maintenance Manual attached as an addendum to this application. F9F FOUVED OCT 12 2004 Morehead City DCM 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract: 16.8 b. Size of individual lot(s) N/A c. Approximate elevation of tract above MHW or NWL: + 7.5' NWL d. Soil type(s) and texture(s) of tract: Johnson:gibb-Murville - Sand e. Vegetation on tract: Primarily peen field with various gmAses such as broom straw (Andopogon spp. , Bahia gMs (Pas alum notatum) and loblolly pine (Pinus taeda . E Man-made features now on tract: Excavated marina basin, filled uplands, on-grade dirt roads. g. What is the CAMA Land Use Plan land classification of the site? Conservation Transitional Developed Community X Ruial Other: Site is not zoned by Craven County. h. How is the tract zoned by local government? Craven Countv currently has no applicable zonina ordinances reaulatina development on this nronerty. L Is the proposed project consistent with the applicable zoning? ® Yes El No j. Has a professional archaeological assessment been done for the tract? ® Yes El No If yes, by whom? Brockington & Associates, Inc. (Cultural Resources Assessment attached) via OCT 12 2004 111IarOhaad City DCM L Is the project located in a National Registered Historic District or does it involve a National Register listing of eligible property? ? Yes ® No 1. Are there wetlands on the site? ® Yes ? No ® Coastal Marsh 0.59 acres ® Other: Marina basin 7.3 acres If yes, has a delineation been conducted? ® Yes ? No Action I.D. 200210890 m. Describe existing wastewater treatment facilities. The City of New Bern n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges.) Surface runoff from landside support facilities. o. Describe existing drinking water supply source. First Craven Sanitary District 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: A copy of the deed (with state application only) or other instrument under which the applicant claims title to affected properties. If the applicant is not claiming to be the owner of said property, then forward a copy of the deed or other instrument under which the owner claims title, plus written permission from the owner to carry out the project. A Copy of Deed and Owner permission letter is attached. An accurate, dated work plat (including plan view and cross sectional drawings) drawn to scale in black ink on an 8 %2 x 11 white paper. (Refer to Coastal Resources Commission Rule 7j.0203 for a detailed description.) Sheets 1 thru 12 dated 9/03/04 attached. Please note that original drawings are preferred and only high quality copies will be accepted. Blue line prints or other larger prints are acceptable only if an adequate number of quality prints are provided by applicant. (Contact the US Army Corps of Engineers regarding that agency's use of larger drawings.) A site or location map is a part of plat requirements and it must be sufficiently detailed to guide agency personnel unfamiliar with the area to the site. Include highway or secondary road (SR) numbers, landmarks, and the like. • A Stormwater Certification, if one is necessary. It is understood that any issued permit would be contin eg nt Mn obtaining the applicable stormwater certification. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed returned 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. Upon signing the form, the applicant further certifies that such notice has been provided. Name: Herman Edwards Address: Rt. 6, Box 3 New Bern, NC 28560 Phone Name: Sandy Point Village, LLC Address: P.O. Box 12006 New Bern, NC 28561 Name: Rivershore, LLC Address: P.O. Box 12172 New Bern, NC 28561 Phone application. Enclosed • A signed AEC hazard notice for projects in oceanfront and inlet areas. N/A A statement of compliance with the NC Environmental Policy Act (N.C.G.S. 113A-1 to 10) If the project involves the expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. N/A 6. 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 conditions and restrictions contained in the permit. I certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. 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. This is the I? day of C+ 20 04 Print Name Duncan Newkirk, Big Cypress Land Development Company_LLC • A list of previous state or federal permits issued for Signature work on the project tract. Include permit numbers, Contract to Purchase permittee, and issuing dates. State of NC Coastal Resources Commission Permits 61- DCM MP-2 Excavation and Fill Information 75, 68-85A 15-84 issued to John T. Taylor, the Estate of ®DCM MP-3 Upland Development J. T. Taylor Jr. and Taylor Trust Z. ?DCM MP4 Structures Information es and Culverts a Developm ent • A check for $ 250.00 made payable to the DePt. of Wea, Environment, Health, and Natural Resources Note. Please sih attachment in the space provided (DEHNR) to cover the costs of processing the OTe lotngfth form. Morehead City DCM I.TPLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-l. Be sure to complete all other sections of the Joint Application that relate to this proposed proect. a. j Type and number of buildings, facilities, units or structures proposed. ith One da stack storage building 'w associated parking marina office, restrooms, fuel and sewage pumpout facilities. b. Number of lots or parcels 1 c. Density (give the number of residential wits and the units per acre) N/A d. Size of area to be graded, filled or disturbed including roads, ditches, etc. + .33 acres e.l'I 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. If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? ? Yes ®No Hlyes, date submitted It ? is understood that any issued permit would be contingent upon obtaining the applicable sediment and erosion control plan approval. E List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. asphalt, concrete g.l Give the percentage of the tract within 75 feet of MHW or NWL, or within 575 feet in the case of an Outstanding Resource Water, to be covered by impervious an O C T 12 7004 such as pavement, buildings, rooftops, or to be used for vehicular driveways or parldng. ± 10% h. Projects that require a CAMA Major Development Permit may also require a Stormwater - Certification. Has a site development plan been submitted to the Division of Environmental Management for review? ? Yes ® No If yes, date submitted It is understood that any issued permit would be contingent upon obtaining the applicable stormwater certification. i. Describe proposed method of sewage disposal. City of New Bern sewer Wstem j. Have the facilities described in Item I above received state of local approval? ® Yes ? No (Attach appropriate documentation) Ci of New Bern sewer service is existing to the site and a letter confirming the City's agreement to accept sewage flow from the property is enclosed. k. Describe location and type of proposed discharges to waters of the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges). Surface runoff 1. Describe proposed drinking water supply source (e.g. well, community, public system, etc.) First Craven Sanitary District m. Will water be impounded? ?Yes ® No n. If the project is a oceanfront development, when was the plot(s) platted and recorded? N/A Rivershore Marina Applicant or Project Name Signature 1o--1 -OH Morehead City nr.m MARINA DEVELOPMENT (Required for the mooring of more than 10 vessels) 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. g. Typical boat length +/- 30' Maxim um boat length +/- 60' 1. MARINA CHARACTERISTICS a. Check below the type of marina proposed. ® Commercial ® Public ? Private b. Will the marina be open to the general public? ® Yes ? No c. If there is residential development associated with the marina, how many units or lots are planned and how many are currently developed? None currently planned d. Check all of the types of services to be provided. ? Full Service, including travel lift and/or rail ® Dockage, fuel, and marine supplies ® Dockage, ("wet slips") only Number of slips 105 (including lifts-36) ® Dry storage Number of boats 400 at build-out ? Boat ramp(s) ® Other (describe) Sewage pmmpo e. Check below the proposed type of siting. ® Land cut and access channel (Existing) ? Open water with dredging for basin and/or Channel. ?Open water, no dredging required ?Other (describe) f. Describe the typical boats to be served (for example, open runabout, charter boats, sail boats, mixed types). Mixed types R;1IONIVED OCT 12 1004 i. Are any floating structures planned? Yes If so, describe: Floating docks 2. MARINA OPERATIONS a. Check each of the following sanitary facilities that will be included in the proposed project. ® Office Toilets ® Toilets for Patrons Number: 2 toilets and 2 urinals for men, 3 toilets for women Location: Marina office ® Showers ® Boat holding tank pumpout Type and location Fixed pumMut to holding tank on site uplands and City of New Bern sewer system. Pumpout is located in marina basin on floating Dock E. b. Describe treatment type and disposal location for all sanitary wastewater. City of New Bern sewer system. c. Describe the disposal of solid waste, fish offal and trash disposal. Refuse and Egacling containers will be provided at varoius locations on-site to provde for convienent use and emptied dailey for disposal at an approved landfill or recycling center. d. How will overboard discharge of sewage from boats be controlled. Signage, marina rules, lease agreement provision of convenient bathroom facilities and sewage_numpout services. e. Give the location and number of "No Sewage Discharge" signs proposed. Each floating dock B, C D E F& G each boat lift dock A& H. Moruhclad City DCM E Describe the special design, if applicable, for containing industrial type pollutants, such as paint, s*ndblasting waste and petroleum products. N/A-No boat repair services or facilities are provided. g. Where will residue from vessel maintenance be disposed of ? Containers will be provided for any refuse or residue from normal owner maintenance and repair fora ro riate disposal at an a roved off site fa 'li . i h. Give the number of channel markers and "No Wake" signs proposed. One 'No . Wake" sign proposed within the marina basin. L Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality. Dock E as indicated on project plans Defer to Section II C of the attached Operation and Maintenance Manual. j. Describe design measures that promote boat basin flushing or circulation and that reduce water gnality impacts. 7.3 acre basin was constructed 12 years ago and no appreciable se 'men on has occurred. Entrance at Duck Creek is 100 wide providing adequate water flow to wg tain gpod circulation and water qualit3L L What will be the marina policy on overnight and live-aboard dockage? No live-aboards- Maximum stay is three consecutive days-72 hours. 1. Is the, proposed marina located near any shellfish gases? ? Yes ® No if yes, give name and address of leaseholder. I m. If the', project is an expansion of an existing marina, what types or services are currently provided? N/A n. How Way slips are now available? NIA o. Is the marina proposed within a primary or secondary nursery area? ? Yes ® No p. Is the marina proposed within an area open to shellfish harvesting? ? Yes [D No q. Give the location and number of "Pumpout Available" signs proposed. Pumpout signs will be provided on each floating dock within the marina basin (13, C, D, E, F & G) for a total of six. Rivershore Marina Applicant or Project Name Signature 10-1-04 Date pip F61IFED OCT 12 2004 Morehead City DCM. Form DCM-MP-4 STRUCTURES (Construction within Public Trust Areas) . LMV 100 DEC 2 120 04 Morehead City DCM e. Mooring Buoys: N/A Attach this form to Joint Application for CAMA (1) E] Commercial E] Community ?Private Major Permit, Form DCM-MP-1. Be sure to (2) Number: complete all other sections of the Joint Application (3) Description of buoy that relate to this proposed project. (color, inscription, size, anchor, etc.) a. Dock(s) and/or Pier(s) (1) 0 Commercial ? Community ?Private (2) Number: 9 (3) Length: Varies from 50' to 130' (4) Width: _ 4' to 50' (5) Finger Piers: ® Yes ? No (i) Number: 4 (ii) Length: 30' to 60' (iii) Width: 4' (6) Platforms: ® Yes ? No (i) Number: 4 (ii) Length: _50' to 730' totaling 1224' (iii) Width: J3 at 8', 1 at 50' (7) Number of slips proposed: 105 (8) Proximity of structure to adjacent riparian property lines: ± 1500LF, N., ± 40' S. (9) Width of water body: Inland basin width ±50' (10) Water depth at waterward end of pier at MLW or NWI: Varies within basin from -6.5' NWL to -12.0' NWL b. Boathouse (including lifts): N/A (1) ? Commercial ? Private (2) Length: (3) Width: c. Groin (e.g. wood, sheetpile, etc.): N/A (1) Number: (2) Width: (4) Width of water body: (5) Distance buoy(s) to be placed beyond shoreline: E Mooring structure (boatlift, mooring pilings, etc.) (1) ® Commercial ? Community ?Private (2) Number: 36 boatlifts (3) Length: 60' (4) Width: 15' g. Other (Give complete description) Single vile no wake sign within basin as indicated on permit drawing Sheet 5. Rivershore Marina Applicant or Project N Le Signature l?-l/s/'-' // d. Breakwater (e.g. wood, sheetpile, etc.): N/A (1) Length: (2) average distance from MHW, NWL or wetlands: (3) Maximum distance beyond MHW, NWL or wetlands: Date ®i?: f { = - Z? BMIf 10 QUADRANGLE MAP SCALE: 1" = 2000' 0 1000 2000 NEW B"N QUADRANGLE MAP THOMAS 9 HUTTON ENGINEERING CO. 935 HOUSTON NORTHCUTT BLVD., SUITE 100 MOUNT PLEASANT, SC 29464 PHONE : (843) 849-0200 FAX : (843) 849-0203 www.thomos-hutton.com BRIDGETON, NC SHEET I OF 19 PROPOSED ACTIVITY: MARINA COUNTY: CRAVEN LOCATION: GALLOWAY STREET DUCK CREEK APPLICANT: RIVERSHORE, LLC DATE: 9/3/04 REVISEO: V04105 F',? 0 \ _ n ? 0 Y \ \50 BUFFER (TYP) m c N J Ci i m w f- ? l 0 RIVERSHORE. LLC o j co o ACREAGE 'Q I HIGHLAND 8.922 B 11 0 CO STAr+?I ." SCALE: 1" = 600' O 300 600 1200 f f JAN 0 5 2005 SITE LAYOUT THOMAS & HUTTON ENGINEERING CO. 935 HOUSTON NORTHCUTT BLVD.. SUITE 100 MOUNT PLEASANT, SC 29464 PHONE :(843) 849-0200 FAX :(843) 849-0203 ? rrr.tlwn?w-MMsaeana BRIDGIETON, NC SHEET 3 OF 19 PR headoU#y ACM MARINA COUNTY: CRAVEN LOCATION: GALLOWAY ST DUCK CREEK APPLICANT: RIVERSHORE LLC DATE: 9/3/04 MVMM: V04106 SITE LAYOUT THOMAS 9 HUTTON ENGINEERING CO. 935 HOUSTON NORTHCUTT ULVU.. 5UITE 100 MOUNT PLEASANT. SC 29464 PHONE :(843) 649-0200 FAX : (843) 849-0203 -ttmm-h.tf.- BRIDGETON, NC SHEET 5 OF 19 PROPOSED ACTIVITY: MARINA COUNTY: CRAVEN LOCATION: GALLOWAY ST DUCK CREEK APPLICANT: RIVERSHORE, LLC DATE: 9/3/04 Ron"15. vulto N:\16839\dra\Permits\16839P05.dva Jan 04. 2005 - 8:51:17 "IF i HERMAN G4 EDWARDS <4 O k FUTURE DEVELOPMENT 1 ' ,claw EWALK (TYP) JAN U 5 2005 COASTAL WETLANDS reheard City DOTING DOCKS (TYP) RIVERSHORE, LLC i SCALD: I" = 200' 50' BUFFER (TYP) X 0 100 200 400 x 0 SITE LAYOUT THOMAS IN HUTTON ENGINEERING CO. '.. 935 HOUSTON NORTHCUTT BLVD.. SUITE 100 MOUNT PLEASANT. SC 29464 PHONE : (843) 849-0200 FAX : (843) 849-0203 BRIDGETON, NC SHEET 4 OF 19 x x :. X. i X x o u o ?, „ x G p W O Y O 50' BUFFER (TYP) PROP ED 0 404 WETYANDE/ ° a x BOUNDAR a a 404 WETLAND G n ?-'?6' F?.IXED WALKWAY (TYP) INDIVIDUAL BOA IFTS (TYP) 6' FIXED W WAY (TYP) COASTAL TLAND x o ? 0 PROPOSED ACTIVITY: MARINA COUNTY: CRAVEN LOCATION: GALLOWAY ST DUCK CREEK APPLICANT: RIVERSHORE, LLC DATE: 9/3/04 REVISED: 1/04/05 FUTURE DEVELOPMENT ? D \ x? c r f O t ? N \` N 9 N Z , .. a2P' 9 .O N. y N O ? j. PROPOSED PROPERTY LINE v> j `:.WPSN 5 J NK 9v SP A °.?9 WpSN fuf` / Z .?A p O oc N O S9 N? rl /f// , x x N X y , O W O V PROPOSED ?- PROPERTY LINE/ 404 WETLANDS BOUNDARY - ?4 COASTAL WETLANDS (TYP) JAN 0 5 20 30`° • • E "0 30 Forehead CI t c ac"a i-c " ' -tip o = 100 SCALE: 1 c e 5a,_a• 0 50 100 200 O 1 tD cn 0 m? y N ?/ f m0 /? f ? , i o C - = X 3O "O• o O - UPLAND SITE LAYOUT THOMAS & HUTTON ENGINEERING GO. 935 HOUSTON NORTHCUTT BLVD.. SUITE 100 MOUNT PLEASANT, SC 29464 PHONE : (843) 849-0200 FAX : (843) 849-0203 wwv-thomas-hutton.com BRIDGETON, NC SHEET 6 OF 19 PROPOSED ACTIVITY: MARINA COUNTY: CRAVEN LOCATION: GALLOWAY ST DUCK CREEK APPLICANT: RIVERSHORE, LLC DATE: 9/3/04 nEn.ao- V04109 :A-AQ\ A..\ P-if.\ IAAAQPA9 Aw. -1- nG i nn5 - A•5,•CS X PROPOSED PROPEPTY LINE 404 ANDS 0 BOUNDARY X io X COASTAL 01 - WETLANDS X o = O N w . o )( ro CROSS SEATtON o 4 - SEE P pGF O o 7 X i o O c0 O '' a C 7C0 X G t o cn - O 0 s• o - m ?, m o 0 ? ? Z NORMAL WATER t o O LEVEL X - O N O ? X X ?9 - O X X • VI - O / ?. /f X NOTE: ALL ELEVATIONS ARE BASED ON MSL FOR THIS LOCATION. O o SCALE: 1" = 100' 0 50 100 200 JAN 0 5 2005 MARINA SITE LAYOUT City PROPOSED ACTIVITY: MARINA COUNTY: CRAVEN THOMAS & HUTTON ENGINEERING CO. 935 HOUSTON NORTHCUTT BLVD_ SUITE 100 LOCATION: GALLOWAY ST MOUNT PLEASANT, SC 29464 DUCK CREEK PHONE : (843) 849-0200 FAX : (643) 849-0203 www.thomcs-hutton.com I APPLICANT: RIVERSHORE, LLC BRIDGETON, NC SHEET G OF 19 1 1 DATE: 9/3/04 mrviAE6: V04100 N?\16A39\drn\Pvrmitc\16A39POA dvn .1- O4 90()5 - A•59"O N:\16839\dwg\Permils\16839P09.dwg Jon 04, 2005 - 8:52:52 NAIL CAP TO POSTS W1 30D GALV. NAILS INTO EVERY TOP RAIL 2'-0' RAIL CA GALV. CARRIAGE BOLT W/ WASHERS (AT NUT AND BOLTHEAD) SCAB SPLICE HIGH STRENGTH GALV. BOLTS W/ OGEE WASHERS (AT NUT AND BOLTHEAD) SPLIT CAPS WEATHERTUFF TIMBER BOLTS W/ NUT 6 OGEE WI AND DEPTH TO IINED AT DESIGN SCALE: I" = 2 0 I 2 4 JAN v 5 2005 Morehead City DCM 6' TIMBER WALKWAY SECTION THOMAS B HUTTON ENGINEERING CO. 935 HOUSTON NORTHCUTT BLVD- SUITE 100 MOUNT PLEASANT, SC 29464 PHONE : (643) 849-0200 FAX - (643) 849-0203 www.thomos-hutton.com BRIDGETON, NC SHEET 10 OF 19 PROPOSED ACTIVITY: MARINA COUNTY: CRAVEN LOCATION: GALLOWAY ST DUCK CREEK APPLICANT: RIVERSHORE, LLC DATE: 9/3/04 REVILED: V04/05 -\ ico2n\ I.--\ O__?U_\ 1/`o4 nnln -- .-- n A nnnr -.1- 4x6 POST (TYP) o o ', i a o e e o Q I 0 I II SCALE:" = 2' A 2 4 6' TIMBER WALKWAY SECTION THOMAS 9 HUTTON ENGINEERING CO. 935 HOUSTON NORTHCUTT BLVD.. SUITE 100 MOUNT PLEASANT. SC 29464 PHONE :(843) 849-0200 FAX : (843) 849-0203 www.thomas-hutton.com BRIDGETON, NC SHEET 11 OF 19 2X6 T.T. DECKING 6'-0° WALKWAY JAN 0 5 2005 Morehead City PROPOSED ACTIVITY: MARINA COUNTY: CRAVEN LOCATION: GALLOWAY ST DUCK CREEK APPLICANT: RIVERSHORE. LLC ???? DATE: 9/3/04 favam FOR HINGE DOCK CORRUGATEDI PIPE FILLED V OF URETHC 2 T -1 m e rolvdr; 9S 1 WE M JAN 0 5 2005 rehead City DC SCALE: I" 0 1.5 FLOATING DOCK PLAN VIEW THOMAS IN HUTTON ENGINEERING CO. 935 HOUSTON NORTHCUTT BLVD.. SUITE 100 MOUNT PLEASANT, SC 29464 PHONE : (843) 849-0200 FAY - (843) 849-0203 w,Afw.ttIORIOS-IIUtton.com BRIDGETON, NC SHEET 12 OF 19 LF- PILE LOCATION, SIZE AND DEPTH TO BE COORDINATED DURING DESIGN WITH CORRUGATED ALUMINUM FLOAT UNIT. PROPOSED ACTIVITY: MARINA COUNTY: CRAVEN LOCATION: GALLOWAY ST DUCK CREEK APPLICANT: RIVERSHORE, LLC DATE: 9/3/04 „o„" AI.\ IC02p\ J...-\ D......:1-\ IG C?f1D17 J...- 1-- '. /1C - D.cl- NOT TO SCALE FLOATING DOCK SECTION THOMAS 9 HUTTON ENGINEERING CO. 935 HOUSTON.NORTHCUTT BLVD.. SUITE 100 '. MOUNT PLEASANT, SC 29464 PHONE :(843) 849-0200 FAX : (843) 849-0203 www.thomas-hutton.com BRIDGETON, NC SHEET 13 OF 19 v?( JAN 0 5 2005 Morehead City I PROPOSED ACTIVITY: MARINA COUNTY: CRAVEN LOCATION: GALLOWAY ST DUCK CREEK APPLICANT: RIVERSHORE, LLC DATE: 9/3/04 RVMM. V04105 ALUMINUM CHANNEL CARRIER BEAM 4'-0" ' ? CABLE I I I CRADLE BEAM PILE LOCATION, SIZE AND DEPTH TO BE COORDINATED DURING DESIGN WITH CORRUGATED ALUMINUM FLOAT UNIT AND BOAT LIFT MANUFATURER. SCALE: I" 3' 0 1.5 3 6 BOAT LIFT SECTION THOMAS 8 HUTTON ENGINEERING CO. 935 HOUSTON NORTHCUTT BLVD.. SUITE 100 MOUNT PLEASANT. SC 29464 PHONE : (843) 849-0200 FAX : (943) 849-0203 www.thamor.hutton.com BRIDGETON, NC SHEET 14 OF 19 f 7-7771,x-- 4 14N 0 5 2005 muremead PROPOSED ACTIVITY: MARINA COUNTY: CRAVEN LOCATION: GALLOWAY ST DUCK CREEK APPLICANT: RIVERSHORE, LLC DATE; 9/3/04 INWINN V04106 N:\16839\drg\Permits\16839PI4.drg Jon 04, 2005 - 8:55:17 N:\16839\dwg\Perm11•\16839P15.dwg Jan 04. 2005 - 8:55:40 50' MARINA F ORKLIFT OPERA TION AREA 4 2 ? PILES I I NWL EL 0. b ' 2 APPROXIMA E EXISTING GRA E -4-- HORIZONTAL SCALE: 1" = 10' NOT 0 5 10 20 IDET SLAB AND PIL RMINED DURING ING DESIGN CRITE ESIGN PHASE RIA TO BE ALL ELEVA IONS ARE BASE ON MSL FORT IS LOCATION. I 0 2 4 I VERTICAL SCALE: 1" = 2' PROFILE - SECTION B PROPOSED ACTIVITY: MARINA 935 THOMAS HOUSTON NORNNORTTHUTT CUTT NEE BLVD., SUIT.. SUITE. 100 JAN ?,f O 5 2005 a HUT CO FORKLIFT OPERATION AREA MOUNT PLEASANT, SC 29464 PH NE : (843) 849-0200 FAX : (843) 849-0203 r-thomas-huiton.com M ehead Cit ' ` l COUNTY: CRAVEN LOCATION: GALLOWAY ST DUCK CREEK PPLI A A y or ? BRIDGETON, NC SHEET 16 OF 19 : LLC RIVERSHO. DATE: 9/3/04 05 mvm:m t4\16839\4wg\Permits\16839PI6.dwg Jan 04. 2005 - 8:55:56 APPRO XIMATE HE IGHT EXAC HEIGHT T BE -DETER NED -DURIN DESIGN- 16 I 5 ' BUFFER 12 MAR INA OFFICE 40' I ASH RAC FUEL T NKS DRIV EWAY FE: 5.0 A PROXIMATE EXISTING RADE E EV 4.5 0 NOTE: AL ELELVAT ONS ARE B %SED ON M L FOR THI LOCATION . HORIZONTAL SCALE: 1" = 30' 0 15 30 60 0. 4 8 n VERTICAL SCALE: I" - 4' CROSS SECTION C ??'" THOMAS IN HUTTON ENGINEERING CO. JAN O 5 2005 DRY STACK AREA 935 HOUSTON NORTHCUTT BLVD.. SUITE 100 MOUNT PLEASANT. SC 29464 PHONE : (643) 849-0200 FAX : (843) 849-0203Morehead Ditty c rw0homa rr.t homy-Aut ton.eom BRIDGETON, NC SHEET 17 OF 19 PROPOSED ACTIVITY: MARINA COUNTY: CRAVEN LOCATION: GALLOWAY ST DUCK CREEK APPLICANT: RIVERSHORE, LLC DATE: 9/3/04 WEVOM V04105 N:\16839\dwg\Psrmltc\16839PI7.dwg Jon 04, 2005 - 8:56:24 APPRO F XIMATE HEI GHT EXAC HEIGHT T BE D DETERMI NED OURIN DESIGN I I 64 I 5 'BUFFER ( WE404 TLAND 12 DRY ST CK DRYST ACK (5 HIGH) (5 HIGH I I 35' 35' 17' ARKING 8 24' OADWAY I I FFE: .0 65' FORK LIFT DRIV WAY FFE: .0 4 A PROXIMATE EXISTING GRADE E EV 4.5 NOTE: THE DIMEN IONS OFT E DRYSTA K BUILDIN GS AREA PROXIMATE ' AND TO B DETERMI ED DURING DESIGN. D ALL EL VATIONS RE BASED ON MSL F R THIS LO CATION. HORIZONTAL SCALE: 1" = 30' 0 15 30 60 0 4 6 VERTICAL SCALE: I" = 4' `?- CROSS SECTION D PROPOSED ACTIVITY: HUTTONENGINEERING 00 THOMAS 0 JAN 0 5 2005 MARINA . , SUITE 100 935 HOUSTON NORTHCUTT BLVO DRY STACK AREA COUNTY: CRAVEN ., LOCATION: GALLOWAY ST MOUNT PLEASANT, SC 29464 PHONE : (843) 849-0200 FAX : (843) 649-0203 DUCK CREEK www.thomoa-hutton.com Morehead City D33?? APPLICANT: LLC RIVERSHORE, BRIDGETON, NC SHEET 18 OF 19 DATE:9/5/ GATE: 9/3/04 wmm vo.,/a N:\IS839ldwINP®rmits\16839PI8.dwg Jan 04, 2005 - 8:56:47 GRA SHOU SS LDER 12' DRIVE 12' DRIVE GRASS SHOULDER I 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 AP ROXIMATE EXIS CR0 ING GRADE S SECTI ON E 17' PARKING 12' DRIVE 12' DRIVE ?jRm. W 17' PARKIN EE ? 6 - - - - - - - - - - - - - - - - - - - ----- ----- - - - - - - - - -- -- 7 Pe-- 4 NOTE: ALL E LEVATIONS ARE AP BASED ON MSL ROXIMATE EXIS OR THIS LOCATI CRO TING GRADE ON. SS SEC y HORIZONTAL SCALE: I" - 10' 0 5 10 20 0 2 a VERTICAL SCALE: 1 = 2 CROSS SECTIONS E ec F JAN 0 5 2005 PROPOSED ACTIVITY: MARINA THOMAS d HUTTON ENGINEERING CO. .COUNTY: CRAVEN ROAD AND OVERFLOW PARKING 935 HOUSTON NORTHCUTT BLVD., SUITE 100 MOUNT PLEASANT, SC 29464 Morehead Oily? OCATION: GALLOWAY ST PHONE : (843) 849-0200 FAX : (843) 849-0203 DUCK CREEK www.thomos-hutton.com APPLICANT: BRIDGETON, NC SHEET 19 OF 19 DATES9/3%04 C MWOM V04108 N:\16839\dwg\Permits\16839PI9.dwg Jon 04, 2005 - 8:57:07