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HomeMy WebLinkAbout20231417 Ver 1_CAMA Application_20231018DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: Marshall Frink LOCATION OF PROJECT SITE: The project is located adjacent to the New River at 109 Shoreline Dr, Jacksonville, in Onslow County. Latitude: 34144'29.63"N Longitude: 77' 26'05.22"W INVESTIGATION TYPE: CAMA INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — 7/13/2022, 9/6/2023 Was Applicant or Agent Present No Photos Taken — Yes PROCESSING PROCEDURE: Application Received — 5/25/2022. Application Complete—10/9/2023 Office — MHC SITE DESCRIPTION: (A) Local Land Use Plan — City of Jacksonville (Certified 8/25/11, Amended 8/20/12) Land Classification from LUP —High Density Residential (B) AEC(s) Involved: PTA, EW, ES, CW (C) Water Dependent: Yes (D) Intended Use: Private Residential (E) Wastewater Treatment: Existing — municipal sewer Planned - municipal sewer (F) Type of Development: Existing — Covered boat slip area and piers, covered and uncovered fixed platforms, and bulkhead. Planned - Reconstruction of existing non -conforming roof structure over existing boat slips. (G) Estimated Annual Rate of Erosion: N/A Source — N/A r1A1i11Al 1JENUKIrIlUN: URL+;LIUL J r1LLED 11VI:UKr/J111AVhV (A) Open Water 2,879 fe shaded/incorporated (B) Coastal Wetlands (C) High Ground (D) (E) Total Area Disturbed: 2,879 ft2 (F) Primary Nursery Area: Yes (G) Water Classification: SC' HQW, SNW Open: No (H) Cultural Resources: None Proiect Summary: The applicant wishes to replace the existing non -conforming roof structure over the existing boat slips (2,879 SF covered boat slip area) within the New River for private use, Onslow County. Field Investigation Report: Frink Page 2 Narrative Description: The property is located adjacent to the New River at 109 Shoreline Dr. in Jacksonville, Onslow County. This property is currently developed with a driveway, single family residence, docking facility, and a non -conforming covered boat slip area adjacent to the dock out in the river. The adjacent riparian properties are developed with single family residence to the east and a community boat ramp facility to the west. The covered boat slip area is considered a water dependent use as per the NC Coastal Resources Commission (CRC) rule, 15A NCAC 07H .0208(a)(6)(D), which depicts piers and docking facilities as water dependent and limits boathouses to 400 square feet maximum. Therefore, the structure is non -conforming to the existing rule which took effect on September 9, 1977. However, the structure was built prior to 1977 based on historical aerial imagery, prior to the effective date of the rule to which it is inconsistent. The elevation of the high ground of the parcel is about 4' above the normal water level (nwl). Vegetation on the parcel mainly consists of mature trees and shrubs. There are Coastal Wetlands within the project area. There is an 88 linear foot area which contains 2' of spartina cynosuroides (Salt Reed Grass) which has occurred since 2018, after the existing bulkhead failed and caused the shoreline to erode, allowing for the growth of coastal wetland species. The 54,978 square foot parcel has approximately 246' of continuous shoreline along the New River. Immediate offshore water depths adjacent to the parcel range from —2' to —6.8' normal water level (NWL). The subaqueous substrate is soft mud and silt without shell. There is not a cultural resource in the nearby vicinity of the project area. This waterbody is approximately 850' across at this location. These inland waters are classified as a Primary Nursery Area. Submerged aquatic vegetation was not observed at this location. This area is closed to shellfish harvest and is classified as SC; high quality, Nutrient Sensitive Waters. There is a defined Federal Channel near the project area and the furthest extent of the docking facility is located 160' from the 80' USACE Federal Channel Setback. Proposed Development: The applicant proposes to replace the existing non -conforming roof structure in the same footprint (2,879 sf) that is within the New River, in Jacksonville. The proposed development would take place at 109 Shoreline Dr., Onslow County. This proposal is for private residential use. The applicant is asking to replace the existing 48.8 x 59' boathouse roof structure in the same footprint (been in place since before 1977). There is a total of two boat slips currently with no other slips proposed at this docking facility. No other work is proposed at this time. Past general permits were authorized for the bulkhead and dock work. Heather Styron October 18, 2023 Morehead City Field Investigation Report: Frink Page 3 Anticipated Impacts: This proposal would not pose a hazard to navigation. The proposed non -conforming boathouse structure would shade and incorporate approximately 2,879 square feet of Public Trust Area. The structure cannot be enlarged beyond its original dimensions as per CRC rule 15A NCAC 07H .0211 J. Therefore, there would not be any new impacts caused by its replacement. Traditional marine construction methodology would be utilized during the construction of this project. Traditional silt fencing would be used for sedimentation and erosion control. Turbidity impacts are not anticipated during the construction activities in the Trent River. There is not a cultural resource in the nearby vicinity of the project area. This project area is within the White Oak River Basin. The waters of the Trent River are not classified as a Primary Nursery Area and the presence of submerged aquatic vegetation was not observed. This area is closed to shellfish harvest and is classified as SB; Sw; Nutrient Sensitive Waters. There is not a defined Federal Channel near the project area. Heather Styron October 48, 2023 Morehead City 0cm MP-1 APPLICATION for Major Development Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Project Name (if applicable) 109 Shoreline Applicant 1: First Name Marshall MI B Last Name Frink Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address 109 Shoreline Drive PO Box City Jacksonville State NC ZIP 28540 Country USA Phone No. 910- 455 - 2425 ext. FAX No. - Street Address (if different from above) City State ZIP Email mfrink@ec.rr.com please copy afrink@jones-builders.com on all correspondance 2. Agent/Contractor Information Business Name Agent/ Contractor 1: First Name MI Last Name Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State ZIP Phone No. 1 - - ext. Phone No. 2 - - ext. FAX No. Contractor # Street Address (if different from above) City State ZIP Email <Form continues on back> 252-808-2608 .. 1-888-4RCOAST .. www.ncceastaimanagement.net Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Onslow 109 Shoreline Drive Subdivision Name city State Zip 28540 Jacksonville NC - Phone No. Lot No.(s) (if many, attach additional page with list) - - ext. a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project New River (coastal) New River 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 New River-ICW-Atlantic Ocean 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. The City of Jacksonville 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 2501f 54,978 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or One Lot NWL (normal water level) (If many lot sizes, please attach additional page with a list) ®NHW or ❑NWL e. Vegetation on tract Centipede turf grass and weeds f. Man-made features and uses now on tract Residential Home g. Identify and describe the existing land uses adjacent to the proposed project site. Abandoned Residential and Private Club h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? Residential (Attach zoning compliance certificate, if applicable) ❑Yes ❑No ®NA 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? <Form continues on next page> 252-308-2.808 .e 1-83S-4 ,CO3AS": Form DCM MP-1 (Page 3 of 4) 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. The City of Jacksonville Sewer o. Describe existing drinking water supply source. The City of Jacksonville Domestic Water p. Describe existing storm water management or treatment systems. Existing Drain tiles 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government ®Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. Residential Dock 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. Use of man -lift for framing repairs to structure, used of tractor or skid steer to stage framing materials d. List all development activities you propose. We plan to repair exisiting covered dock structure. e. Are the proposed activities maintenance of an existing project, new work, or both? Existing f. What is the approximate total disturbed land area resulting from the proposed project? ®Sq.Ft or ❑Acres N/A 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. There is an old drain tile currently going from the yard to the river throught the seawall. i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA j. Is there any mitigation proposed? ❑Yes ❑No ®NA If yes, attach a mitigation proposal. <Form continues on back> Form DCM MP-1 (Page 4 of 4) 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) — (i) 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. Repair exisiting residential dock and sea-wall. 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. Will be sent to cAMA rep upon completion. 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 New River Yacht Club Phone No. 910-539-6268 Address 111 Shoreline Drive Name Coy Whitman Jr. Phone No. Address 2700 Patriot Ln Fredericksburg, VA 22408 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. Permit # 48419; Marshall Frink issued 5-14-07 Permit # 92520, Marshall Frink issued 8/28/23 Permit #84272 Marshall Frink issued 4/25/23 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. 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. Date 9/29/2023 Print Name Marshall B. Frink t Signature Please indicate application attachments pertaining to your proposed project. ❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development ®DCM MP-4 Structures Information Form DCM MP-4 STRUCTURES (Construction within Public Trust Areas) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other Application that relate to this proposed project. Please include all supplemental information. 1. DOCKING FACILITY/MARINA CHARACTERISTICS a. (i) Is the docking facility/marina: ❑Commercial ❑Public/Government ®Private/Community c. (i) Dock(s) and/or pier(s) (ii) Number (iii) Length (iv) Width (v) Floating ❑Yes ❑No e. (i) Are Platforms included? ®Yes ❑No If yes: (ii) Number (iii) Length (iv) Width (v) Floating ❑Yes ❑No Note: Roofed areas are calculated from dripline dimensions. g. (i) Number of slips proposed 0 (ii) Number of slips existing 2 i. Check the proposed type of siting: ❑ Land cut and access channel ❑Open water; dredging for basin and/or channel ®Open water; no dredging required ❑Other; please describe: k. Typical boat length: 20-30 m. (i) Will the facility have tie pilings? ❑Yes ❑No (ii) If yes number of tie pilings? of the Joint El This section not applicable b. (i) Will the facility be open to the general public? []Yes ®No d. (i) Are Finger Piers included? ❑Yes ®No If yes: (ii) Number (iii) Length (iv) Width (v) Floating ❑Yes ❑No f. (i) Are Boatlifts included? []Yes ®No If yes: (ii) Number (iii) Length (iv) Width h. Check all the types of services to be provided. ❑ Full service, including travel lift and/or rail, repair or maintenance service ❑ Dockage, fuel, and marine supplies ® Dockage ("wet slips') only, number of slips: 2 ❑ Dry storage; number of boats: ❑ Boat ramp(s); number of boat ramps: ❑ Other, please describe: j. Describe the typical boats to be served (e.g., open runabout, charter boats, sail boats, mixed types). open pleasure craft I. (i) Will the facility be open to the general public? []Yes ®No 252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net evised: 112/27/06 t 2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable a. Check each of the following sanitary facilities that will be included in the proposed project. ❑ Office Toilets ❑ Toilets for patrons; Number: ; Location: ❑ Showers ❑ Boatholding tank pumpout; Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. c. Describe the disposal of solid waste, fish offal and trash. d. How will overboard discharge of sewage from boats be controlled? e. (i) Give the location and number of "No Sewage Discharge" signs proposed. (ii) Give the location and number of "Pumpout Available" signs proposed. f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will residue from vessel maintenance be disposed of? h• Give the number of channel markers and "No Wake" signs proposed. i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality. j. What will be the marina policy on overnight and live -aboard dockage? k. Describe design measures that promote boat basin flushing? I. If this project is an expansion of an existing marina, what types of services are currently provided? 252-303-260 :: 1-SSS®f-RC AS7:: vv%, vv.nrcoast$z,Umanakem,ent.c�et rev5secl: a2/27/0S ""?'ts°`" fit+" • u6"w. m. „a s"' yPage Z of 41, m. Is the marina/docking facility proposed within a primary or secondary nursery area? ❑Yes ❑No n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? ❑Yes ❑No o. Is the marina/docking facility proposed within or adjacent to 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 p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. 3. BOATHOUSE (including covered lifts) El This section not applicable a. (i) Is the boathouse structure(s): ❑Commercial ❑Public/Government ®Private/Community (ii) Number 1 (iii) Length 59 (iv) Width 48.8 Note: Roofed areas are calculated from dripline dimensions. 4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable a• (i) Number (ii) Length (iii) Width 5, BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable a• Length b. Average distance from NHW, NWL, or wetlands c. Maximum distance beyond NHW, NWL or wetlands 6. MOORING PILINGS and BUOYS ®This section not applicable a. Is the structure(s): ❑Commercial ❑Public/Government ❑Private/Community c• Distance to be placed beyond shoreline Note: This should be measured from marsh edge, if present. e. Arc of the swing b. Number d. Description of buoy (color, inscription, size, anchor, etc.) 252-803-2808 :::: cevGsec : 1212710S 7. GENERAL a. Proximity of structure(s) to adjacent riparian property lines 301f to adjacent ramp and dock at new river yacht club Note: For buoy or mooring piling, use arc of swing including length of vessel. c. Width of water body 8251f e. (i) Will navigational aids be required as a result of the project? ❑Yes ®No DNA (ii) If yes, explain what type and how they will be implemented. b. Proximity of structure(s) to adjacent docking facilities. 301f to adjacent ramp and dock at new river yacht clut d. Water depth at waterward end of structure at NLW or NWL 6-8ft [8-70THER ❑This section not applicable a. Give complete description: Date 9/11 /2023 Project Name 109 Shoreline Applicant Name Marshall B. Frink Applicant Signature 252-303-230S .: '-6334RCCAS7 e: Tsc 7ssc7a j21277/0 - PROPERTY LINE IX FENCE TO REMAIN �I L NEW RIVER YACHT CLUB INC. III SHORELINE DRIVE T IX PIERS/PLATFORM / \ PIERS'ORM M REMAIN APPROX DEPTH — 4.5 APPROX DEPTH - 6.5 EX in BOATHSE ROOF STRUCTURE 2,712 SF) TO BE REPAIRED OR (� FOOTP NO STRUCTUWITHINERE AREA BE ADDED OR EXPANDED WITH EXCEPTION OF ADDITIONAL PILING FOR STRUCTURAL SUPPORT WHERE NECESSARY. i EX FINGER PIER TO REMAIN IL' RIPARIAN LINE z EX HOUSE FACADE 1� I/ TO REMAIN 1 i1PPROX 4.8 a APPRO ---I— DEPTH---- vim,-0,04 �t 1. 15' RIPARIAN SETBACK LINE a" 5.02 M 30' BUFFER FROM HIGH WATER LINE AT EXIST BULKHEAD oo — APPROX 2.1 �BUU<HEAD/SEAWALL TO OEM 8.5 APPROX \ Vim_.,-. - DEPTH - 5.5 —� EXIST 250' VINYL BULKHEAD/SEAWALL ' WITH 3' WIDE ARMOR STONE TOE CONSTRUCTED 2' SEAWARD OF DAMAGED tso SEAWALL, OR REPAIRED IN PLACE WHERE FEASIBLE, TOP OF WALL EL - 3.0 EX PLATFORM tat TO REMAIN, IX PLATFORM TO BE 1 PILING TO BE REPAIRED WITHIN IX REPLACED FOOTPRINT EXIST BOATUFT PILING (4 NEW, 2 PER BOATUFT) AND CRADLE (X2), PILING SPACED 12' MAX EAST —WEST, SPACED IV MAX NORTH—SCUTH IX PIER AND PLATFORM TO REMAIN ZON11 DISTANCE TO USACE ACHANNEL APPROX. 16V a., NEW RIVER EBB7 IX PLATFORM TO REMAIN MEAN HIGH WATER (MHW) AND MEAN LOW WATER (MLW) AT EXIST BULKHEAD NOTES: 1. DIMENSIONS SHOWN IN FEET 2. DISTANCE TO USAGE CHANNEL APPROX. 150' SHEET 1 OF 4 two `COY ELWOOD WHITMAN, JR. 101 SHORELINE DRIVE ° (NO SIGNIFICANT WATER —DEPENDENT STRUCTURES) 2.03 �P APPROX �? DEPTH - 7-0 FRINK PROPERTY 109 SHOREUNE DR JACKSONVIU& NC THIS PARCEL LIES IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE FLOOD HAZARD AREA, AND ZONE AE EL. 3, AREA DETERMINED TO BE INSIDE THE FLOOD HAZARD AREA, AS DEFINED ON NATIONAL FLOOD INSURANCE RATE MAP PANEL NO. 37204376DDJ, DATED NOV. 3, 2005. DATE: APR 25, 2022 REV 1: JUL 31. 2022 REV 2• JAN 18, 2023 SCALE 1 IN — 30 FT 0 10 20 30 REV 3: OCT 6. 2023 16' RIPARIAN SETBACK LINE N N Oo O D D 57) G) Z D c w D < � m0 � w Z1 0 11 0 D D m z D \ 00 -40 0>0 DIn > �D mm Om C3 Om0 CO� mw� m Z 0 Q m � O wm m A DD ANZ Z m OO O N DZ 22 K1m OmD mU1 O Oc �A m�0 ZA() DO � m CO z Om o<m m; �W I 11 co m 0 3 { FAmA � C < C2 yx r� IW x\ 0 r � C D O N m r DUZ° ° / _ - ^' �, cno m in -n 0 Z 1�1 N N a n m o m o w m D r- In W Z D'.! f m N r r-F r mr m 0m 0 AT O Z D In w m J C. O D V/ � O T O Zmm SCO Zrn 'O Z �o X Z Oro m DOm Z r, c) 0 , , I I I , , I I I , W I I 1 0 I , I 1 /1 ID 0 10 1-7n; -0 IFn Ir � m 1 0 I 1 O 1 A Ip1 1 I --- Ax) I�i z I I D y I I , Z 1 I Z. I O I I m m1 I I I DI I I OD 01 I 1 O DI I Zi I II II O O II O r II N C) D W O NO I TREATED 2x8 DECKING (BARKSIDE UP) LAID W/ 3/18" GAP & ATTACHED W/ (2) #10 BUGLE HEAD, S.S. OR GALV. SCREWS PER STRINGER (SIMPSON STRONG —TIE SS3DSC WOOD SCREWS OR EQUIV.) 2x8 BAND SIMPSON STRONG —TIE HURRICANE CLIPS H2.5SS—TYP EA. STRINGER APPROXIMATE EXISTING GRADE PROVIDE SOLID 2x8 — BLOCKING AT PILE GUARDRAIL POSTS LOCATED BETWEEN PILES TREATED 2x8 STRINGERS O 12' O.C. MAX. W/ CONT. / STRIP OF 30 LB FELT TOP OF EA. PER OWNER ENGINEERED PROVIDE SIMPSON STRONG —TIE TRUSSES BY� H1 AT EACH RAFTER/BEAM CONNECTION, OTHERS INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS (2) 2x8 TREATED So z CAPS < (2) 1/2'0 S.S. go 7 OR GALV. o BOLTS, NUTS & WASHERS ? 8 PROVIDE (2) 2x8 X—BRACING W/ (2) 3/4.0 GALV. BOLTS, NUTS do WASHERS o EA. END WHERE T/DECK IS GREATER -DD w THAN 3'-0" ABOVE EXISTING GRADE. 8" DIA. x 10' P.T. PILES ((OWNER PROVIDED) O 10'-0' b.C. TYPICAL RESIDENTIAL PIER/PLATFORM NOf TG SM PROVIDE SIMPSON HHRC44 RIDGE CONNECTOR, INSTALL N ACCORDANCE S 4" x 8" MANUFACTURER'S RIDGE BEAM RECOMMENDATIONS ENGINEERED ,-Jl TRUSSES BY11 N; 4— x 8" HIP BEAM OTHERS BEAM 8" — 10" PILING, NOTCH AS NEEDEC FOR CONNECTIONS `-2" x 6" FASCIA BOARD x TRUSS/TOP PLATE CONNECTION DETAIL 0 PROVIDE SIMPSON—TIE HCP HIP CORNER PLATES AT ALL CONNECTIONS OF BEAMS, INSTALL IN ACCORDANCE WITH �? 4" x 8" HIP B MANUFACTURER'S RECOMMENDATIONS 8 C] ENGINEERED BEAM / 8" — 10" PILING CORNER' HIP BEAM/TOP PLATE CONNECTION DETAIL NOT TO SCALE BOATLIFT PILING PLAN (BY MANUFACTURER) NOT m SCALE FRINK PROPERTY 109 SHORELINE DRIVE JACKSONVILLE, NC RIDGE/BEAM CONNECTION DETAIL BOATLIFT PROFILE (BY MANUFACTURER) 160' TO �- USACE 84.5 CHANNEL PROPOSED 55.5t X 48.5t, 2,712 SF COVERED BOATHOUSE ROOF STRUCTURE WITH ENGINEERED TRUSSES ENGINEERED BOATLIFT BEAM CRADLE, x2 (BEHIND) NORMAL HIGH WATER (NHW) NORMAL LOW WATER (NLW) MUDLINE PILING (TYP.) EXISTING SEAWALL (NO MORE THAN 2' IN FRONT _ NOTES: OF DAMAGED SEAWALL) WITH 3' 1. DIMENSIONS SHOWN IN FEET WIDE RIP RAP TOE 2. DISTANCE TO USACE CHANNEL APPROX. 160' EX SEAWALL FILL SECTION A - PROPOSED PROFILE ELEVATION NOT TO SCALE SHEET 4 OF 4 DISTANCE TO USACE CHANNEL SETBACK APPROX 160 FT FRINK PROPERTY 109 SHORELINE DRIVE JACKSONVILLE, NC REV 1: OCT 6, 2023 • STATE= a� `- �TA�-- I", !S OOCI�MENT PRESEPITED NacaTli cRaivaizTH Bi(�r /#1� OFFICE 1—' TE'` k ° r R� 17C BOOK 2 7 S r11UG lJ TOT9OFF 1 ji E.y..,_-U. TAX TAX � DATE 100.00 CRAWFORD COWNS FSTATE OF4 STATa C= NORTH CAR/Jf ih � iNORTHcarte I f g . REA ZE TAT FiEA'1 „7'E kT •—w.".'",':„ram xca ETAX S ~� r XCrf TAX ° WO}377ATE OF . H CA�W l 00.0p ' 1. t —A i C0.00 4 l k��R,4F ; s ,: -. ,.. Te i:� x sx no.00 u l •e 1 Exclse Tax 450.00 Recording Time, Book and Page # Tax Lot No. Parcel Identifier No. Verified by County on the day of 19 by i Mail after recording to 3 This instrument was prepared by Robinson, Pope S Pope ,-?Brief description for the Index 3 tracts, Shoreline Drive NORTH CAROLINA SPECIAL WARRANTY DEED THIS DEED made this day of - December , 19 95 , by and between s WACHOVIA BANK OF NORTH CAROLINA, N.A. GRANTEE MARSHALL B. FRINK and wife, JUDY W. FRINK Enter in appropriate block for each party; name, address, and, if appropriate, character of entity, e.q, eozyeratioa OF pastmera$ip The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context. WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, tho raceipt of which is hereby acknowledged, has and by these presents does grant, barflnin, sell and convey unto the Grantee in fea simple, all that f certain lot or parcel of land situated in the City of • Jacksonvill-e JACk-Po.nville.. _ ..... Township, Onslow County, North Carolina and more particularly described as follows: BEING all of those three parcels described on the attached Ebthibit "A", which is incorporated herein by reference. r V- N C liar A%vw, Farm No. d ,0 1977 — j—w.li—a ce, P— e— 177 Yu —iw v, c 11m OI-1 1l 1f C LY A— 1921 s BOOK 12 i 8 PAGE 568 Exhibit A Tract I: Beginning at are iron stake in the southern right of way line of Shoreline Drive, said stake being located North 67 degrees 34 minutes West 234.90 feet of the center line intersection of Court Street and Shoreline Drive as measured along the right of way line of Shoreline Drive, and running thence with the right of way of Shoreline Drive North 67 degrees 34 minutes West 11 feet to a point of curve; thence with the right of way of Shoreline Drive and a curve having a radius of 275.89 feet an arc distance of 54 feet to an iron stake; thence South 29 degrees 45 minutes West 211 feet to an iron stake in the high water line of New River; thence with the high water line of New River South 69 degrees 11 minutes East 110 feet to an iron stake in the high water line of New River; thence North 17 degrees 03 minutes 204 feet to the beginning, said lot being in Jacksonville, North Carolina. Tract II; Bounded by a line beginning at a point in the southern right of way bf Shoreline Drive, said point being located North 67 degrees 34 minutes West 85.05 feet from the extended center line of Court Street when measured along the southern right of way line of Shoreline Drive, said beginning point also being the northwestern corner of a tract of land conveyed to Coy E. Whitman and wife by deed from W. W. Loy and wife dated April 29, 1966, and running thence from said beginning with the southern margin of Shoreline Drive North 67 degrees 34 minutes West 115 feet; thence leaving said road and running South 22 degrees 26 minutes West 204.3 feet to the waters of New River; thence with the waters of New River in an easterly direction to the southwestern corner of the Coy E. Whitman line; thence with the Whitman line North 22 degrees 26 minutes East 213.3 feet to the beginning. Being the real property described in Deed Book 387, Page 416, onslow County Registry. Tract III: BEGINNING,at a point lying in the southern right of way of Shoreline Drive, said point being located North 67 degrees 34 minutes West as measured along the said southern right of way a distance of 200.05 feet from the intersection of said southern right of way and the extended centerline of Court Street, and running thence North 67 degrees 34 minutes West with the said southern right of way 36.97 feet to a concrete marker located at the beginning point of that tract of land described in a deed from Francis J. Bauer and wife to Rex Monroe Kennedy and wife, recorded in Book 329, Page 75, Onslow County Registry; running thence with the eastern boundary line of tract of land described in said deed South 17 degrees 05 minutes West 204 feet to New River; thence with New River South 66 degrees 02 minutes East 18 feet; thence leaving New River and running North 22 degrees 26 minutes East 204.3 feet to the beginning. Being the real property described in Deed Book 357, Page 219, onslow County Registry. In qua 12 "7 8 PAGE 569 The property hereinabove described was acquired by Grantor by instrument recorded in Book 1183, Page 415, and Book 1215, Page 326 A inap showing the above described property is recorded in Plat hook page TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee simple. And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor received. and Grantor will warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor, except for the exceptions hereinafter stated. t Title to the property hereinabove described is subject to the following exceptions: Right of Way to Carolina Power & Light Co., recorded February 1, 1971, in Book 402, Page 25, Onslow County Registry. IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or it corporate, has caused this Instrument to be signed in ILs corporate name by Its duly authorised officers and Its seat to be hereunto affixed by authority of Its Baard of Directors, the day and year first above written. WACHOVIA BANK OF NORTH CAROLINA�_ N.A. csEAla ----------------- - -- --- ----- -- 74 (Corpor to Nam ar-- ---^- •----- -^--- 0 } W --------- ^----------------------------------------------- (SEAL) ------------- -__ President z ATTEST; B• -___ - ----------------------•--- -------(SEAL) a.a --------------------------- Secretary (Corporate Seal) ........-------- .----------------------------------------- (SEAL) SYALc AM%t y� ys NORTH CAROLINA................ _.County. 1, a Notary Public of the County and State aforesaid, certify that _•_ __ _ �: ` �. • p ^ ----. ---------.------------ ---- --•- ---•-------------------------------------- Grantor, • V personally appeared before me this day and acknowledged the execution of the foregoing Instrument witness my •.'� 2 hand and official stamp or sea], this day of ------------•.......... lg...... '''f • ; l•r,llll llltf"�```,``` P My commission expires! --------- ---------- ------------- ..............•.---.. _ -_Notary Public 2!'W'9i'AT'1P,1NORTH CAROLINA, „___9.A$16_hT--------- _----------- County.� l�(��+' �p •., �',, 1, a Notary Public of the County and Slate aforesaid, certify that _. _ L ® __.__, personally came before me this day and acknowledged that ____ he Is _►:�_`al�irl'._._. Secretary of Wachovia_Bank f 7-------- _9 _... HQr1 1]_ Ga�9.1J44st,�]aki� a North Carolina corporation, and that by authority duly A given and as the act of the corporation, the foregoing Instrument was signed In Its name by Its ... Via _0 • V N Y'� p�••� L G�• : , p President, sealed with Its corporate seat and attested bjy�_hi__ as its ..f:{�S)_S1r1 -..._Secretary %��tf'�•••• ., •• ,q Witness my hand and official stamp or seal, this 1�: a2y of D9CQJIhe1:-_._.__---_ r� �•���, ray Commission expires: --- L_�_rS�ILLJL.J _ �.1.1_t _ _ (Votary Public The foregoing Cestilieate(s) of ---------------- ^^------ Ear- _ Qox-ie--L ___e------------------------------^..- ---------- "" -----------------------------•---------------•-------------------------------------•--•------- -------------- _---------------------•-------- + is/are Certified to be correct. This Instrument and this eerttdt&te tee duty reglsterod at the date and time and In the (look and Pare shown on the firs she hereof. Ons l ow _ �--• r- -- -'---------------=GISTWI OF DEEDS Von -------------- COUNTY • ny __— _._.D¢pl5ty/Asslstanbnegister of Deeds. ----^----^ ♦ I IL,r %1u 0 Form No 6 c i977 f . inr e„• In v,.n?4 c 77fr5 ROY COOPER Governor ELIZABETH S. BISER Secretary BRAXTON DAVIS Director October 18, 2023 MEMORANDUM: �fQ NORTH CAROLINA Environmental Quality FROM: Curt Weychert, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 400 Commerce Avenue, Morehead City, NC 28557 Office: 252-515-5413 (Courier 11-12-09) Curt.Weychert(@deg.nc.aov SUBJECT: CAMA Application Review Applicant: Marshall Frink Project Location: 109 Shoreline Dr, Onslow County Proposed Project: Replace roof over existing boat slips. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Curt Weychert at the address above by November 17, 2023. If you have any questions regarding the proposed project, contact Heather Styron 252.515.5400. 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. PRINT NAME AGENCY SIGNATURE DATE D E Q�� North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557 NORTH CAROUNA - OepadmeMof Enrironmen ] Quad /`� 252.808.2808