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HomeMy WebLinkAbout19930531 Ver 2_CAMA Application_20161128Coastal Management ENVIRONMENTAL QUALITY November 15, 2016 TO: Karen Higgins 401 & Buffer Permitting Unit DWR/Water Quality Permitting PAT MCCRORY Gov mor DONALD R. VAN DER VAART Secretary BRAXTON DAVIS Director u'JNOV 2 8 2016 DI FROM: Heather Coats, Assistant Major Permits Coordinator NCDEQ — Division of Coastal Management 127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)-ncdenr.gov Fax: 395-3964 (Courier 04-16-33) SUBJECT: CAMA Application Review Applicant: Town of Varnamtown Project Location: end of Fisherman Rd. (SR 1123), adjacent Lockwood Folly River, in Varnamtown, Brunswick County Proposed Project: to remove an existing bulkhead and construct a docking facility 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 December 8, 2016. If you have any questions regarding the proposed project, contact Brooks Surgan at (910) 796-7270 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: Town of Varnamtown, c/o Michael A. Norton (agent) 2. LOCATION OF PROJECT SITE: The project is located at the end of Fisherman Road (SR -1123), adjacent to Lockwood Folly River, in Varnamtown, Brunswick County. Photo Index - 2006: 7-6183: M-18, N-18 Project Coordinates: Latitude: 33°56'46.00"N Longitude: 78°13'24.18"W 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 11/09/2016 Was Applicant Present — No 5. PROCESSING PROCEDURE: Application Received — 10/20/2016 11/07/2016 (complete) Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan — Varnamtown Land Use Plan Land Classification From LUP — Commercial (B) AEC(s) Involved: EW, PTA, ES Water Dependent: Yes (D) Intended Use: Public (E) Wastewater Treatment: Existing — None Planned- None (F) Type of Structures: Existing — Two public boat ramps, bulkhead, elevated pier dock with float. Planned - Construct additional public pier dock and float, and remove bulkhead. (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands- Coastal & 404 -type (B) Non -Vegetated Wetlands —630 sq. ft. (incorporated, new) (Open water) (C) Other - Highground (D) Total Area Disturbed: 630 sq. ft. (E) Primary Nursery Area: Yes (F) Water Classification: SA;HQW Open: No PROJECT SUMMARY: The applicant is proposing to construct a public pier dock and float, and remove existing bulkhead. Town of Varnamtown, c/o Michael A. Norton (agent) Page Two 9. PROJECT DESCRIPTION The project is located at the end of Fisherman Road (SR -1123), adjacent to Lockwood Folly River, in Varnamtown, Brunswick County. To find the project site from the Wilmington District Office, turn left off of Cardinal Street on to Market Street. Travel 0.4 miles and turn right on to Martin Luther King Jr. Pkwy (US -74). Travel 5.3 miles and merge right on to NC -133. Travel 0.7 miles, crossing over the Isabel Holmes Bridge, until you reach US -17. Turn left on US -17 and travel 1.1 miles, keep right and merge on to NC -133 S/US-17 S. Travel 2.6 miles and take the US -17 exit toward Shallotte /Myrtle Beach. Continue 0.8 miles on to US -17 S/ Ocean Hwy E. Travel 21.7 mles and then turn left on to Stone Chimney Road SE. Travel 5.9 miles and turn left on to Stone Chimney Road SW. Continue 0.6 miles and turn left on to Varnamtown Road SW. Travel 1.4 miles and take a slight right on to Fisherman Road. Continue to the end of Fisherman Road and the property will be straight ahead. The entire property consists of two parcels; a 1,517.2 sq. ft. parcel, and a 1,632.5 sq. ft. parcel, for a total parcel area of 3,149.7 sq. ft. Both parcels are deeded to the Town of Varnamtown, located within the planning jurisdiction of Brunswick County. The tracts average approximately 6' above normal water level (NWL). Most of the project site is located on the waterward tract adjacent to the Lockwood Folly River and has approximately 65' of shoreline. The site currently functions as a public boat ramp facility. A concrete public boat ramp and temporary docking facility was authorized through CAMA Major Permit 92-93, issued on August 9, 1993 and expired December 31, 1996. A "Letter of Refinement" was issued on November 3, 1993 approving a modification to Major Permit 92-93 for the relocation of the proposed concrete boat ramp "several feet towards the north side of the site". There are currently two boat ramps located in the center of the shoreline at the site. The northwest ramp is approximately 17' wide by 72' in length and constructed from concrete, and is bounded by an existing 39' bulkhead on the northern side extending from mean low water (MLW) inland. The 39' bulkhead also has an existing 40' in length by 4' in width walkway which continues to a 21' in length by 4' in width fixed pier, 12' in length by 4' in length ramp, and 16' in length and 8' in width float. The existing docking facility provides two (2) temporary boat slips. The southwest boat ramp is 18' wide and constructed from oyster shell. Both ramps are separated by an existing wooden bulkhead measuring approximately 70' in length. All existing structures encroach on the 15' riparian corridor setback, and the existing ramp and float encroach on the Federal Navigation Channel setback. A gravel parking area occupies the high ground portion of the site, with a total impervious area of approximately 1,865 square feet within the 75' Estuarine Shoreline Area of Environmental Concern setback. Coastal wetlands are not present. The parcel is not serviced by water or sewer. The waters of Lockwood Folly River, adjacent to the project site, are classified as SA;HQW by the North Carolina Division of Water Resources. They are designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they are CLOSED to the harvest of shellfish. PROPOSED PROJECT The applicant is proposing to remove the existing 70' wooden bulkhead; construct a new 5' in width by 70' in length fixed elevated pier, 5' in width by 12' in length ramp, and 8' in width by 35' in length float. The proposed elevated pier dock and float would provide two (2) additional temporary dockage spaces which would bring the overall temporary docking space for the facility to four (4). Town of Varnamtown, c/o Michael A. Norton (agent) Page Three The current water depth at the waterward end of the proposed float is approximately -8.3' at MLW. The water depth on the landward side of the proposed floating dock is approximately -2.5' at MLW. 10. ANTICIPATED EWPACTS The proposed elevated pier dock and float would contribute to approximately 630 square foot of open water shading over estuarine waters and public trust area. The proposed docking structure would encroach into the adjacent 15' Riparian Corridor Setback Areas, but the applicant has retained waivers from both adjacent property owners. Increased turbidity should be expected with construction. The proposed dock would extend approximately 66' from the shoreline, which COMPLIES the 1/4 width rule (67.5') and would extend into the Federal Channel Setback portion of the waterbody. The distance across the waterbody is approximately 270 feet. Removal of the existing 70' wooden bulkhead and construction of the proposed dock and float is expected to cause minor turbidity and should be expected from the activity. Submitted by: Brooks Surgan Date: 11/14/16 Office: Wilmington Varnamtown Boat Ramp Dock Proiect Narrative: The Town of Varnamtown is located along the southern coast of Brunswick County, NC. An existing public boat ramp, floating dock, and access pier is located at the end of Fisherman Road (SR1123), at the point where the roadway meets the Lockwood Folly River. The existing ramp area consists of two launch bays, one of which has a concrete base and the other of a shell/soil blended surface. Though the public ramp area has been used for many years, the Town entered into a cooperative agreement with the N. C. Wildlife Resources Commission in the early 1990's to complete upgrades to the site. The Town now wishes to modify the existing facility to improve current boat launching conditions. The property has approximately 36.95 feet of shoreline, with an existing pier, floating dock and parking area. The applicant wishes to add an additional pier and floating dock arrangement per the attached plans to increase the capacity of temporary docking of recreational and commercial boats at the public boat ramp. The current configuration limits the ability of vessels to get in and out of the water in a timely manner during peak use. The proposed number of temporary dockage spaces for the facility is approximated at 2, based on the standard length of current intended use. The Town also wishes to maintain the existing shell base ramp area by adding oyster shells for general stability in areas that have softened over the years. The waters of the Lockwood Folly River adjacent to the project are classified as SA by the North Carolina Division of Water Quality. The project area is designated as Primary Nursery by the Division of Marine Fisheries. Though the proposed structure extends into the Federal Channel Setback, there has been coordination with the US Army Corps of Engineers regarding the placement of these features. Given the current configuration of surrounding structures, it has been considered reasonable for the extension as proposed, with the understanding that the Town will bear the responsibility for removal and replacement of the structure should future dredging needs impact this immediate area. DCM RECEIVED ON, No DCM MP -1 APPLICATION for Major Development Permit (fast revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Town Of Varnamtown Project Name (if applicable) Varnamtown Boat Ramp Dock Applicant 1: First Name Town of Varnamtown MI Last Name Applicant 2: First Name MI Last Name If additional applicants, please attach an additional pages) with names listed. Mailing Address 100 Varnamtown Road PO Box City Supply State NC ZIP 28462 Country US Phone No. 910 - 842 - 3095 ext. FAX No. - Street Address (if different from above) City State ZIP Email 2. Agent/Contractor Information Business Name Compass Pointe Engineering Pa Agent/ Contractor 1: First Name MI Last Name Michael A Norton Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State 5041-3 Main Street Shallotte NC ZIP Phone No. 1 one No. 2 28470 910 - 755 - 5872 ext. - ext. FAX No. Contractor # 910 755 5875 Street Address (if different from above) City State ZIP Email compasspointe@atmc.net <Form continues on back> 1\LVLI V LV DCM WILMINGTON, NO DICT 2 0 2016 �<`" a 3..."2 . 8 « R CO A 3 iii' ., i.V'wW.Y6 e C 0asta,s.YA'Srana9e'Ment.ne Form DCM MP -1 (Page 2 of 4) APPLICATION for . Major Development Permit 3.': Ptqject Location County (can be multiple) Street Address State Rd. # Brunswick Fisherman Rd. End of SR 1123 Subdivision Name City State Zip (If many lot sizes, please attach additional page with a list) Varnamtown NC 28462 - Phone No. Lot No. (s) (if many, attach additional page with list) g. Identify and describe the existing land uses adiacen to the proposed project site. Commercial fish houses. BoatfTrawler railway for vessel maintenance a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Lumber Lockwood Folly 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. j. Is the proposed activity part of an urban waterfront redevelopment proposal? E]Yes ZNo k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. E]Yes NNo EINA e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed EYes []No work falls within. Varnamtown <Form continues on next page> ic a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 36.95 3149.7 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or #217GA03101:1517.2 SF, #217FA00101:1632.5 SF, NWL (normal water level) 6' EINHW or ENWL (If many lot sizes, please attach additional page with a list) e. Vegetation on tract None f. Man-made features and uses now on tract Boat ramp, pier and floating dock g. Identify and describe the existing land uses adiacen to the proposed project site. Commercial fish houses. BoatfTrawler railway for vessel maintenance h. How does local government zone the tract? Is the proposed project consistent with the applicable zoning? No zoning within Varnamtown town limits (Attach zoning compliance certificate, if applicable) j. Is the proposed activity part of an urban waterfront redevelopment proposal? E]Yes ZNo k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. E]Yes NNo EINA If yes, by whom? 1. Is the proposed project located in a National Registered Historic District or does it involve a []Yes NNo [--INARECEIVED National Register listed or eligible WILMINGTON, property? E)CM <Form continues on next page> ic Form DCM MP -1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ❑Yes ENo (ii) Are there coastal wetlands on the site? ❑Yes ENo (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. NA o. Describe existing drinking water supply source. NA p. Describe existing storm water management or treatment systems. NA 5 Activities' and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial EPublic/Government ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. Public boat landing 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. A small floating barge platform, with pile hammer, will be used to assist in new construction. The barge will remain affixed to subject property dock when not in use. d. List all development activities you propose. Construct a new 5'x 70' fixed pier/walkway, 5'x 12' ramp and 8'x 35' floating dock supported with 8 fixed pilings. e. Are the proposed activities maintenance of an existing project, new work, or both? New f. What is the approximate total disturbed land area resulting from the proposed project? 0 ❑Sq.Ft or ❑Acres g. Will the proposed project encroach on any public easement, public accessway or other area EYes ❑No ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. Stormwater conveyed by sheet flow over existing surfaces. No changes proposed. i. Will wastewater or stormwater be discharged into a wetland? []Yes ENo ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ENA j. Is there any mitigation proposed? ❑Yes ❑No ENA RECEI If yes, attach a mitigation proposal. (SCM WILMINGTO PI <Form continues on back> 25 2-808-2 808 j)CT 2 0 2016 I, NO 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) — (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 Marker 12, LLC Phone No, 910.842.6492 Address 3191 Gal-Var Rd., Supply, NC 28462 Name All In, LLC Phone No. 910.443.4245 Address 1574 Monster Buck Est., Supply, NC 28462 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. 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 properly 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 /o— / I — /% Print Name Galloway, M own of Varnamtown Signatur 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 RECEIVED ❑ DCM WILMINGTON, NC ®DCM MP -4 Structures Information 252-803-2 808 . 1-883-: AST — w.n�-,eoa tolmana r�ien4, t 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 sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 1. DOCKING FACILITY/MARINA CHARACTERISTICS E] This section not applicable a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public? []Commercial NPublic/Government ❑Private/Community ®Yes ❑No c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ❑Yes NNo (ii) Number 1 If yes: (iii) Length 70' (ii) Number (iv) Width 5' (iii) Length (v) Floating ❑Yes NNo (iv) Width (v) Floating ❑Yes ❑No e. (i) Are Platforms included? ®Yes NNo f. (i) Are Boatlifts included? ❑Yes NNo If yes: If yes: (ii) Number 1 (ii) Number (iii) Length 35 (iii) Length (iv) Width 8 (iv) Width (v) Floating NYes ❑No Note: Roofed areas are calculated from dripline dimensions. g. (i) Number of slips proposed h. Check all the types of services to be provided. 2 (Temporary docking stations on SE and NW sides of ❑ Full service, including travel lift and/or rail, repair or Platform. maintenance service (ii) Number of slips existing ❑ Dockage, fuel, and marine supplies 0 ❑ Dockage ("wet slips") only, number of slips: ❑ Dry storage; number of boats: N Boat ramp(s); number of boat ramps: 2 Existing N Other, please describe: Temporary docking facility at public boat ramp i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout, ❑ Land cut and access channel charter boats, sail boats, mixed types). ❑Open water; dredging for basin and/or channel open runabout NOpen water; no dredging required ❑Other; please describe: k• Typical boat length: 21' I. (i) Will the facility be open to the general public? NYes ❑No RECEIVED m. (i) Will the facility have tie pilings? OCM WILMINGTON, NO ❑Yes NNo (ii) If yes number of tie pilings? 0 i j 2 252-808-2808 :: 1- tnt Ten Www,n= WSWM8.,. revised.- 12/27/06 Form DC NIP- (StructureS5 Page 2 of ) 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? RECEIVED DCM WILMINGTON, NO m. Is the marina/docking facility proposed within a primary or secondary nursery area? ❑Yes ❑No 252-808-2808 - 'f.888.4 2 t ' :. WIrnccp stalmWlP% M Ma rs>revised: 122710 R 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) ®This section not applicable a. (i) Is the boathouse structure(s): ❑Commercial ❑Public/Government ❑Private/Community (ii) Number (iii) Length (iv) Width 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 S. MOORING PILINGS and BUOYS ®This section not applicable a. Is the structure(s): b. Number ❑Commercial ❑Public/Government ❑Private/Community c- Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.) Note: This should be measured from marsh edge, if present. e. Arc of the swing 7. GENERAL 252-608-280.1 — 1-688-4RCOAS ° w.nccas stalrts rx . r!i_ 1 RECEIVED ,)CM WILMINGTON, NO a. Proximity of structure(s) to adjacent riparian property lines 19' 11" North End and 12' South End Note: For buoy or mooring piling, use arc of swing including length of vessel. c. Width of water body 201'11" e. (i) Will navigational aids be required as a result of the project? ❑Yes ENo ❑NA (ii) If yes, explain what type and how they will be implemented. b. Proximity of structure(s) to adjacent docking facilities. 12' 8" to North End Floating Dock and 12' 1" to South End Pier d. Water depth at waterward end of structure at NLW or NWL >8' 6" 8. OTHER EThis section not applicable a. Give complete description: Date Varnamtown Boat Ramp Dock Project Name Town of Varnamtown Applicant Name !Applican Signature RECEIVED DCM WILMINGTON, NO de � vn` D 4-y \ 12� a Read J I IE Jdam Old '+,L2 VICINITY MAP NOT TO 5CALE PROPERTY INFO: PARCEL #: 217GA03101 , 2171'A00101 51TE ADDRESS: FISHERMAN RD. pndueW er.nMb) VARNAMTOWN, NC OWNER: TOWN OF VARNAMTOWN 100 VARNAMTOWN RD SUPPLY, NC 28462 USE: PUBLIC BOAT RAMP * DOCK ACREAGE: 0.08 NOTE5: 1. SURVEY DATA PROVIDED BY BOBBY M. LONG 5URVEYING, TITLED "NCDOT MAINTENANCE EASEMENT * BOAT LANDING SURVEY FOR TOWN OF VARNAMTOWN" DATED SEPTEMBER 28, 2015. 2. NAVIGATION CHANNEL AND 5ETBACK FROM 1-15ACE WILMINGTON DISTRICT KMC FILE. r4 6, e� i i i I I SEE SHEET 2 OF 4 Parcel N0.21TGA031 Nicky b Jadde Vamom (Marker 12, LLC) 127411164 Map Cab. O, P9.288 Map Cab. 5, P9.81 I I Ncoor Co d 'm MMN�� Marker 12, LLC "%-4 5a" Tro One „a\ S 127411164 7f0c12 Map Cab. P, P9. 813 Oy, Town o1 Vamamiown Map Cab. 5, P9• Easement dA3 do+A �a wr „m 35031589 y4eva'e J` `y` Map Cab. 80, P9, 45 E+ Vt�G 4T 1 X38 0.01 Awa Y7 C� wffi 5ag1C+6 Marker 12, LLC ®E..RWBM 350311237 P ag� Owner. Town of Vamandown E4dd 11-0 100 100 Vamamtown Rd. Supply NC 28462 Fpsre .°Q° Parcel #: 217FA00101 ?J0.04 Acres E• X123 - tJ Ft. Sq. q. 1,632.5 N' SFLbd �s m em ar' �aG91. M 3• �• k as Ne X15 em an Nd BASE ELEVATIONS UTILIZE NAVD'88 DATUM. Q� T-c'I 0`r� 1517= 0.04 Amies �� pndueW er.nMb) eP PARCEL # 217GA03101 Water depths measured at low tide on tiq� Sunday, September 18, 2016 @ 4:00 pm .yon GgT'O � ( �qT� 6�c00 /1ti !4 e v le le00 0'' Town of Vamamtown 35031589 Map Cab. 80, P9.45 Parcel No. 217FA001 Sammy b Lisa Vamam (A114n, LLC) 32591770 . Tract 03 Map Cab. 31, P9.166 unrecorded Plat by H.R. Hewett, RLS dated 6 April, 1970 Map Cab. 5, P9.81 14,14 9 O � tic ----- — �e�c�------J 0 10 20 40 r +j Scale: I" = 20' 155LIED DATE 10/7/1 G REV. DATE: 11/7/16 DRAWN BY: TM M CHECKED BY: MAN 5CALE: I' = 2C+ PG. I OF 4 ISSUED DATE: + pct FO�h R�cr \ \ 1017/1 G V6ot` \\ REV. DATE: 1 1/7/1 G �01a 3 0 tae \ DRAWN BY: Ja�o2 Old \\ \ TMM CHECKED BY: W MAN VICINITY MAP NOT TO 5CALE / \\ /� \ Water depths measured at low tide on 5CALE: \ Sunday, September 18, 2016 @ 4:00 pm 1"= 10' O z Depth Water �!`� to // �J�P < Q \ 0oa \\\ bz /// �� ° \ 0 o > Z O O Water Depth Elev. 8.3' \ X6.67' \ \\ \�O� O Q X Water Depth 42 9B X mot / Water Depth) Q 2.5' / \ u� U � L')U COO, �i/ / / \ .0 W 03 \ C a� 4-�, Em S c S Tract 1 A f �F N / / ��a re\\� \ '9G `� / CA \ Rx m - 2 w o o eaa 99�� t. o �. Z ° 15 17.2 S . F 6 0.04 Acres ent) 9/ Qet pec Q � � ;; 1 ��,' , \ C F N ti ten; ✓ O z o (including Easem PARCEL # 217GA03101 �0°0 Town of Aye aeati �° Varnamtown 3503/589 Fo c 0 5 10 20 `\ \ Map Cab. 80, Pg, 45 5r -ale: I" = 10' PG. 2 of 4 NOTE: If channel dredging of the Lockwood Folly fiver becomes necessary in the vicinity of the proposed structure, the Town will be responsible for removing the pilings within the setback and moving the floating dock out of the way while dredge activities occur. It will then also be the Town responsibility to replace the dock and piles once dredge activities conclude to re-e5tablmh use of the structure. arcel No. 217GA031 licky & Jackie Varnam (Marker 12, LLC) 1274/1164 M Cab O Pg. 288 'A `ec Q 'A Map Cab. 5, Pg. 81 \ eea '`� Tra�Ft ontrol Pt. #2 vation=5.62' vVater Datum v� s o� .a.—t s� Varnamtown ;ement 031589 ). 80, pg, 45 0° c� 1517.21 S4• - eno p6�c' Sebe 0.0= (Including Easement) PARCEL # 217GA03101 #s: eyae�Oav�•� .. `Ke gec o r�a.0�os��a al e�eaok�$ 2 � Ag 1` / �611 �i-0, S6�a162A C d #gp Cotton �0 Nal SpikeSet>; Water depths measured at low tide on Sunday, September 18, 2016 @ 4:00 pm \ c 00 "v ooh 00 Water D MCT a / CPO/ Water2.6 Dep�� /. /ell / ro 9 Q / To �/ mt0 �� Axle 3503/589 `0>� Fo d Cab. 80, Pg, 4 u Water Depth PROP05ED (5'x 35' FLOATING DOCK �p0 Water Depth ° 0 R Elev. \ 0+ X6.67' 0,0 FROP05ED 5'x 12' RAMP c� �O 1001 \� \ S� PROPOSED 5'x 70' PIER U hiV� ��;1 Mli% : 7 X016 PROPOSED 8" T.W. ROUND PILING (TYP.) 0 5 10 20 Scale: I " = 10' ISSUED DATE 10/7/16 REV. DATE: 1 1/7/16 DRAWN BY: TMM CHECKED BY: 1 MAN f 5CALE: 1'= is Q N � U �Lr) c9 � N s= U � � N o N (` c� W ��� Ln 4--N E m c m M w <L o , o Q() o 73 z p ca (D 4 U O Rz U Pc,. 3 of 4 W J LU 20 tell X -10 PIER / FLOATING DOCK PLAN VIEW SCALE: I " = 10' n In 2n 30 40 50 GO 70 80 90 100 .110 IPPOP05ED 5'x 12' KAMPI IPROP05ED 5'x 70' FIXED PIER 20 QS 0 10 20 30 40 50 GO 70 80 90 100 110 E oZ RECEIVED 0 PROFILE OF PIER / FLOATING DOCK (SECTION A—A) DCM WILMINGTON, NC e ;,. U N SCALE: I— = I O ws, s PG. 4 of 4 A • 55UED DATE: 10/7/16 2EV. DATE: DRAWN EY TM M LOU I Ln O'lECKED BY: MAN SCALE: C g I' U O N _4k Q p � J J 0 U N C) p c� O Q = Z Q Q o p U- > Z LU N m z IL. 3 p Q0 lLJ Z 2 IL 0 Em 0 > ' o m 0 U QS 0 10 20 30 40 50 GO 70 80 90 100 110 E oZ RECEIVED 0 PROFILE OF PIER / FLOATING DOCK (SECTION A—A) DCM WILMINGTON, NC e ;,. U N SCALE: I— = I O ws, s PG. 4 of 4 Q C'j 10 LOU I Ln LLL L U O N _4k J 9 c w N C) p c� O 0 J LU N m z Em ' o m 0 U L —10 z o QS 0 10 20 30 40 50 GO 70 80 90 100 110 E oZ RECEIVED 0 PROFILE OF PIER / FLOATING DOCK (SECTION A—A) DCM WILMINGTON, NC e ;,. U N SCALE: I— = I O ws, s PG. 4 of 4