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HomeMy WebLinkAbout20160249 Ver 1_CAMA Permit Application_20160309Coastal Management ENVIRONMENTAL QUALITY March 4, 2016 MEMORANDUM: TO: 20160248 Karen Higgins 401 & Buffer Permitting Unit DWR/Water Quality Permitting PAT MCCRORY Govemor DONALD R. VAN DER VAART Secretary BRAXTON DAVIS Director 16 M� ,, D "" 0 9 2016 i FROM: Heather Coats, Assistant Major Permits Coordinator NCDEQ — Division of Coastal Management 127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(c)-ncdenr.gov Fax: 395-3964 (Courier 04-16-33) SUBJECT: CAMA Application Review Applicant: Jeff & Paige Sweyer Hugh & Marion Bryan Project Location: 7 W. Columbia St., adjacent to Banks Channel, in Wrightsville Beach, New Hanover County Proposed Project: to install a new bulkhead, and replace an existing 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 March 26, 2016. If you have any questions regarding the proposed project, contact Sean Farrell at (910) 796-7424 when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project 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 Nothing Compares!7� 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 APPLICANT'S NAME: Jeff & Paige Sweyer, Hugh & Marion Bryan c/o Stephen Conway, Southeastern Coastal Construction, Inc. 2. LOCATION OF PROJECT SITE: 7 West Columbia St. adjacent to Banks Channel, Greenville Sound, in the Town of Wrightsville Beach, New Hanover County. Photo Index - 2006 24-7412- L, 18 2000: 24-307-M, 7 1995: 24-288-Q, 10 State Plane Coordinates - X: 2364734 Y: 170187 Latitude: 34020'96.34"N Longitude: 77179'53.80"W 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 02/26/2016 Was Applicant Present — No 5. PROCESSING PROCEDURE- Application Received — 02/18/2016 (Completed) Office — Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan — Town of Wrightsville Beach Land Classification From LUP — Conservation (B) AEC(s) Involved: EW, PTA (C) Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing — Municipal sewer Planned — N/A (F) Type of Structures: Existing — Two-story single-family residence, timber bulkhead and a private docking facility Planned — Replacement of existing docking facility and installation of new bulkhead. (G) Estimated Annual Rate of Erosion: N/A Source — N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands (B) Open water (shallow bottom) 100 sq. ft. 1,218 sq. ft. (incorporated) (C) Other (Highground) 1,000 sq. ft. (area of disturbance) (D) Total Area Disturbed: 2,218 sq. ft. (0.05 acres) (E) Primary Nursery Area: No (F) Water Classification: SB Open: No 8. PROJECT SUMMARY: The applicant proposes to install a new bulkhead and replace an existing private docking facility within Banks Channel. Jeff and Paige Sweyer Page 2 9. PROJECT DESCRIPTION: The project site is located at 7 West Columbia St., adjacent to Banks Channel, between the Atlantic Ocean and Greenville Sound. The site is located within the Town of Wrightsville Beach, in New Hanover County. To locate the property travel east on Eastwood Road (N.C. HWY 74)/ Military Cut -Off Road for approximately 1 mile towards Wrightsville Beach. From the drawbridge, continue heading east on Causeway Drive (N.C. HWY 74) approximately 1 mile and proceed to cross the bridge over Banks Channel. Veer left at the light onto N. Lumina and continue to travel north approximately 0.10 miles to W. Columbia St. Turn left on to W. Columbia St. and drive approximately 0.10 miles until you reach the property of interest, which will be on the left hand side. The applicant currently maintains a two-story duplex family residence on the project site. The property is adjacent to a residential property with an existing single family structure and private docking facility to the south and adjacent to a town right of way and public parking lot to the north. Highground vegetation consists of ornamental landscaping. The lot is approximately 0.14 acres in size and has an average elevation of approximately 3' above normal high water (NHW). The project site has approximately 50 linear feet of shoreline frontage stabilized by an existing bulkhead, which is located at the NHW line. The applicant currently maintains an existing nonconforming docking facility within Banks Channel. An access pier, measuring approximately 60' in length by 5' in width, extends in a westerly direction from the existing bulkhead. The landward extent of the pier is encompassed by a partially covered, fixed platform, measuring approximately 30.5' in length by 16' in width. An access ramp leads from the pier on to a floating dock measuring approximately 33' in length by 6' in width which runs in the same alignment as the access pier. Two (2) floating finger piers, each measuring approximately 6' in width by 16' in length extend off the main floating dock parallel to the shoreline. The two (2) boatlifts, each measuring 13' in width by 13' in length are located on the eastern side of each floating finger pier. The existing docking facility encroaches into the 15' Adjacent Riparian Corridor Setback for the property to the north as well as for the property to the south. The existing docking facility exceeds its allowable square footage of 400 sq. feet according to the 8 sq. foot rule and allows for the docking of up to five (5) vessels within water depths ranging from approximately -5' to -8' at NLW. The Town of Wrightsville Beach Land Use Plan classifies adjacent waters and high ground area of project site as Conservation. There are no known archaeological sites located in the project vicinity. The waters of Banks Channel are classified SB by the Division of Water Resources. They are NOT 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 proposes to install a new bulkhead and replace an existing private docking facility within Banks Channel. The proposed new bulkhead would step out approximately 2' waterward of the existing bulkhead and tie into the adjacent bulkhead to the south, which is 2' waterward of the existing bulkhead. Once the existing docking facility is removed, the fixed platform would be reduced to dimensions measuring approximately 20' in length by 20' in width. The applicant is also proposing to construct a new floating platform to measure approximately 6' in width by 80' in length which would extend westward from the fixed platform and remain within the footprint of the original pier and floating platform. The two (2) new boatlifts each measuring approximately 13' in width by 13' in length would be installed on the north side of the proposed floating dock, one on the waterward end and one on the landward end, measuring approximately 45' apart. As proposed, there would be three (3) side to slips located on the southern side of the proposed floating dock. The application states that the existing water depth in the location of the proposed structure would range from approximately -1.5' to -9.5' at normal low water (NLW). The proposed docking facility would accommodate up to six (6) vessels. (see sheet 2 of 5) 10. ANTICIPATED IMPACTS: The proposed structures would incorporate approximately 1,218 sq. ft. of Estuarine Waters and Public Trust Areas currently usurped by the existing non -conforming structures. The proposed structure would not encroach into the either of the adjacent 15' Riparian Corridor Setback Areas. The proposed structures would extend approximately 112' into a waterbody, which measures approximately 1,000' across. This distance conforms to the 1/4 width rule and the locally established pier head line. Minor increases in turbidity should be expected during construction. The proposed bulkhead construction would have an expected area of highground disturbance measuring approximately 1,000 sq. ft. for the tie -back system and approximately 100 sq. ft. of shallow bottom area. Submitted by: Sean C. Farrell Date: 03/03/2016 Office: Wilmington Southeastern Coastal Construction Company, Inc. DBA Southeastern Marine Contractors Stephen B. Conway, Owner -Unlimited Contractors License & Fully Insured 910.538.9737 6252 Towles Rd, Wilmington, NC 28409 February 17, 2016 Narrative for 7 West Columbia St. Bulkhead and Pier Facility Proiect The residents at 7 West Columbia St. (Units 1 and 2) would like to replace their current nonconforming pier and dock which currently sits 2 ft. over their set back line to the North with a new structure which is nonconforming and within their setbacks. The property is currently shared by 2 families which will also share the docking facility Thank you for your consideration of this project. Stephen B. Conway, Owner Southeastern Coastal Construction Company, Inc. 910.538.9737/sconway@ec.rr.com RECEIVED DCM WILMINGTON, NC FEB 18 2016 Dom IIP -1 APPLICATION for Major Development Permit (last revised 12/27106) A North Carolina DIVISION OF COASTAL MANAGEMENT ig, ell 0A -8 Business Name Project Name (if applicable) zi �Z'T- Business Name Applicant 1. First Name 11 Ml Last Name - 1" � r'. Last Name Applicant 2: First Name Mi Last Name 6,0 Agent/ CoAtractor 2. First Name Ml Last Name If additional applicants, please attach &n additional page(s) with names listed. Mailing Address PO Box PO Box City State fu C ZIP Country Phone No VAX No n r a ic - ext. Phone o. 2 ')N ��'4 , ";' J'11 ext. - - Street Address (if different from above) City State ZIP Email Contractor # ig, ell 0A -8 zi �Z'T- Business Name Agent/ Contractor 1 - First Name Mi Last Name G 6,0 Agent/ CoAtractor 2. First Name Ml Last Name Mailing Address PO Box City State fu C ZIP Phone No. 1 Phone o. 2 ext. FAX No. Contractor # Street Address (if d1fierent from above) City State ZIP Email S &.v e, c rr <Form continues on back> RECEIVED DCM WILMINGTON, NC FE -0 L,3 2 9 1 to, 252-808-2808 :- 1-888-4RCOAST :: www.iiecoastaimanagement.net Form DCM MP -1 (Page 2 of 4) APPLICATION for Major Development Permit m? fion Co%unty (can be multiple) ft Street Address "� State Rd # d. Approximate elevation of tract above NHW (normal high water) or cn (If man; lot sizes, please attach additional page with a list) .31 ZHW or EINWL Subdivision Name City State e- Zip iso Phone No. V Lot No.(s) (if many, attach additional page with list) ext. (Attach zoning compliance certificate, if applicable) es [:]No [INA I I I a. In which NC river basin is the project located? If yes, by whom? b. Name of body of water nearest to proposed project National Register listed or eligible property? C. Is the water b dy identified in (b) above, natural or manmade'? water d. Name the closest major water body to the proposed project site. EINatural E]Unknown .,A e. posed work within city limits or planning jurisdiction? Is f. If applicable, list the planning jurisdiction or city limit the proposed [_ -]No work falls within &A wit Atil dk IT `S40 `1 a. Total length of shoreline on the tract (ft) b Size of entire tract (sq ft) 1 1)et C1Z3 "� c. Size of individual lot(s) I 11�r & d. Approximate elevation of tract above NHW (normal high water) or NWL (normal water level) (If man; lot sizes, please attach additional page with a list) .31 ZHW or EINWL e. Vegetation on tract d)r k S +1- ae .-e S t f. Man-made features and uses now on tract t [2 g. Identify and describe the existing land uses adiacent to the proposed project site. W, 40 h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? (Attach zoning compliance certificate, if applicable) es [:]No [INA I Is the proposed activity part of an urban waterfront redevelopment proposal? E]Yes XNo k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy, E]Yes [:]No AA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a [:]Yes E]No 4NA National Register listed or eligible property? <Form continues on next page> RECEIVED DCM WILMINGTON, NC 252-808-2808 ;: 11-888-4111COAS'll' : www.nccoastallm anagament.not Form DCM MP -1 (Page 3 of 4) APPLICATION for Major Development Permit M (i) Are there wetlands on the site? ❑Yes WNO (n) Are there coastal wetlands on the site? ❑Yes XNo (m) If yes to either (i) or (ii) above, has a delineation been conducted ❑Yes []No (Attach documentation, it available) n. Describe existing wastewater treatment facilities. o Describe existing drinking water supply source. p Describe existing storm water management or treatment systems. 5:.Aeffidheg:, n" -47d p�iifb a` Will the project be for commercial, public, or private uses ❑Commercial ` ❑Public/Government .XPrnvate/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. U 11 G'�±"k w+ �.er �n � E�� '4 '> a�.�>f'i<` O°, � 'N . t � �+� � rk f �a � $ � � , M 1{�p f4w �i�F P C c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type e of equipment and where it is to be stored. d. Lint all development activities you propose t f- %. ?� •r� Doc' e Are the proposed ac iwties maintenance of an existing project, new work, or both? ' t F f What is the approxim to total disturbed land area Psulting from the propose project? ❑Sq.Ft or ❑Acres g. Will the proposed proj� 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. tk- i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ANo [INA 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 XNo [INA If yes, attach a mitigation proposal. NtUEIVED AGM WILMINGTON, NC<Form continues on bacl> 252-808-2868 :: 1-888-4RCCAST :: www.nccoastalmanagement.not a Form DCM MP -1 (Page 4 of 4) APPLICATION for Major Development Permit ;Additional it '16,60-qbMplele- app 0�6n applicable, hiijk be subrrii�Wd P Y t' Tfi idd _ Itc Olefollowmg'#66fibilolk, if the a _P p ". �­ b 1, t '_ '0,- ' " _Appgeto _qi#ftpefie; fems�q),—.,(q ','Oys applk,pb16 t� 4�j)�jVor. cfev6lopmon Please the @p� -0hp aft pl" -to I tion booldcit'oh-660'' .tbe,,,e J '- ' 6, 6 ' W 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. �,Na ­- -, -# , fi-- : '4." ' �',' ­- Rhorie,N6 Name Phone No. kA Address Prov%�cwiict, Ter McleqA V -A ni pi-vio I e I NaMe.: PKoiie Na Sdl 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, it 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. c4bi 168#Ph 604 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. I Date Arint Name )(Signature Please indicate application attachments pertaining to your proposed project. EIDCM MP -2 Excavation and Fill Information [1DCM MP -5 Bridges and Culverts EIDCM MP -3 Upland Development *CM MP -4 Structures Information RECEIVED DCM WILMINGTON, NC 252-808-2808 :: 1-888-4RCOAST .: www.necoastaimanagement.net Form 0CM MP -4 (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. a (i) Is the docking facility/marina b (i) Will the facility be open to the general public? ❑Commercial ❑Public/Government �RPnvate/Commundy ❑Yes do e (Q Are Platforms included? Ayes []NO If yes (ii) Number !! t�a-Do t (iii) Length (iv) Widthj (v) Floating ❑Yes [ANo Note: Roofed areas are calculated from dripline dimensions. g (i) Number of slip_ s proposed (n) Number of slips existing A— 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. Z qe m (i) Will the facility have tie pilings? ❑Yes (LNo (ii) If yes number of tie pilings? (i) Are Finger Piers included? QYes Exa4 ,. c (i) Dock(s) and/or pier(s� (ii) Number 1Cdr ELbq (iii) Length ( 73 4 (iv) Width 4° V`� ►� (v) Floating [--]Yes ❑No e (Q Are Platforms included? Ayes []NO If yes (ii) Number !! t�a-Do t (iii) Length (iv) Widthj (v) Floating ❑Yes [ANo Note: Roofed areas are calculated from dripline dimensions. g (i) Number of slip_ s proposed (n) Number of slips existing A— 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. Z qe m (i) Will the facility have tie pilings? ❑Yes (LNo (ii) If yes number of tie pilings? (i) Are Finger Piers included? QYes If yes.". JXNo (n) Number (iii) Length 16 (iv) Width (v) Floating NIyes []No (i) Are Boatlifts included? Yes If yes: (ii) Number (in) Length (iv) Width ❑No E�rl'sf/ 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- C ❑ 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 bo, mixed types) I (i) Will the factty be open to the general public? ❑Yeso RECEIVED LLCM WILMINGTON, NC FEB A 8 2616 252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06 • `M ®CM MP -4 (Structures, Page 2 of 4) U Showers v ❑ Boatholding tank pumpout, Give type and location b. Describe treatment type and disposal location for all sanitary wastewater. r c Describe the disposal of solid waste, fish offal and trash d. How will overboard discharge of sewage from boats be controlled? E e i Give the location and number of "No Sewage Discharge" signs proposed (u) Give the location and number of Tumpout Available" signs proposed f Describe the special design, if applicable, for containing industrial type pollutarj g. Where will residue from vessel maintenance be disposed of? h Give the number of channel markers and "No Wake" signs proposed 1. Give the location of fuel -handling facilities, and describe the safety measu rh What will be the marina policy on overnight and live -aboard dockage? k Describe design measures that promote boat basin flushing? such as paint, sandblasting waste and petroleum products to protect area water quality I If this project is an expansion of an existing marina, what types of services a� currently provided? m Is the mann /docking facility proposed within a primary or secondary nursery area? ❑Yes 252-808-2808 :E 1-888-4RCOAST :: www.nccoastaimana-gement.net RECEIVED DCM WILMINGTON, NC FEB R 8 2016 revised: 1 0 Form UCM MP -4 (Structures, Page 3 of 4) n Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area ❑Yes *0 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 ZAV ❑SB OWL one p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes Yo If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. a (i) Is the boathouse structure(s)- ❑Commercial ❑Public/Government ❑Private/Community (n) Number (iii) Length (iv) Width Afote: Roofed areas are calculated from dripline dimensions a (i) Number (ii) Length (w) Width a Length c Maximum distance beyond NHW, NWL or wetlands 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. Average distance from NHW, NWL, or wetlands b Number d. Description of buoy (color, inscription, size, anchor, etc) 252-808-2808 :: 1-888-4RCOAST :: www.nccoast2iman2gement.net revised: 12/27/06 NC a Form ®CM MP -4 (Structures, Page 4 of 4) a Proximity of structure(s) to adjacent riparian property lines � Note: For buoy or mooring piling, use arc of swing including length of vessel. c Width of water body ,N&81Q e. (i) Will navigational aids be required as a result of the project? ❑YesNo [INA(n) If yes, eMain what type and how they will be implemented. a Give complete description. i b. Proximity of structure(s) to adjacent docking facilities. + d. W_ ategdepth at waterward end of structure at NLW or NWL PII 252-808-2808 :: 1-888-4RCOAST :: www nccoastalmanagement-net RECEIVED DCM WILMINGTON, NC revised: 12/27/06 Form ®CM MP -2 EXCAVATION and FILL® (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. 9. EXCAVATION his section not applicable a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated cubic yards c (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)) If any boxes are checked, provide the number of square feet affected ❑CW ❑SAV ❑SB ❑WL ❑None (u) Describe the purpose of the excavation in these areas 2. DISPOSAL OF EXCAVATED MATERIAL a Location of disposal area c (i) Do you claim title to disposal areal ❑Yes ❑No ❑NA (u) If no, attach a letter granting permission from the owner e (i) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW []SAV OSB ❑WL ❑None (n) Describe the purpose of disposal in these areas d. High -ground excavation in cubic yards section not applicable b Dimensions of disposal area d (i) Willa disposal area be available for future maintenance'? []Yes ❑No ❑NA (n) If yes, where? f (i) Does the disposal include any area in the water? ❑Yes ❑No ❑NA (u) If yes, how much water area is affected? Access Other —j Channel (NLW or Canal Boat Basin Boat Ramp Rock Groin Rock Breakwater (excluding shoreline NWL) stabilization Length Width Avg. Existing NA NA Depth Final Project NA NA Depth 9. EXCAVATION his section not applicable a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated cubic yards c (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)) If any boxes are checked, provide the number of square feet affected ❑CW ❑SAV ❑SB ❑WL ❑None (u) Describe the purpose of the excavation in these areas 2. DISPOSAL OF EXCAVATED MATERIAL a Location of disposal area c (i) Do you claim title to disposal areal ❑Yes ❑No ❑NA (u) If no, attach a letter granting permission from the owner e (i) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW []SAV OSB ❑WL ❑None (n) Describe the purpose of disposal in these areas d. High -ground excavation in cubic yards section not applicable b Dimensions of disposal area d (i) Willa disposal area be available for future maintenance'? []Yes ❑No ❑NA (n) If yes, where? f (i) Does the disposal include any area in the water? ❑Yes ❑No ❑NA (u) If yes, how much water area is affected? 3. SHORELINE STABILIZATION (!f development is a wood groin, use MP -4 — Structures) a. T pe of shoreline stabilization Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other c Average distance waterwardf of NHW or NWL. ti - wIv e Type of stabilization material V1 i'q y , g Number of square feet of fill to be placed below water level Bulkhead backfill Riprap Breakwater/Sill Other 1. Source of fill material ❑This section not applicable b Length. V Width. V d Maximum distance waterward of NHW or NWL .0 ! f. • (i) Has there been shoreline erosion during preceding 12 months? []Yes Delo []NA (if) If yes, state amount of erosion and source of erosion amount information h Type of fill material a 4. OTHER FILL ACTIVITIES []This section not applicable (Excluding Shoreline Stabilization) a 0) Will till material be brouqht to the site? ❑Yes []No []NA _b.—(i) Will fill material be placed in coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV)• snell oottom tz)b), of n es, other wetlands (WL)? If any boxes are checked, provide the (u) Amount of material to be placed in the water number of square feet affected (in) Dimensions of fill area F]CW ❑SAV []SB (iv) Purpose of fill []WL []None (u) Describe the purpose of the fill in these areas I 5. GENERAL _ a How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e g , dragline• controlled? backhoe, or hydraulic dredge)? project c. (i) Will navigational aids be required as a result of the project? d (i) Will wetlands be crossed in transporting equipment to ❑Yes ❑No ❑NA sale? ❑Yes []No DNA (u) If yes, explain what type and how they will be implemented (it) If yes, explain steps that will be taken to avoid or minimize environmental impacts I Date 2-14,—Ifo Applican Name 2—&MS94&1114Mky Project Name Applicant Signature RECEIVED DOM WILMINGTON, NG FEB 11016 RECEIVED DCM WILMINGTON, RC FEB 1 8 2016 k -4- "i 1. -4- 0 za 11 J 3 j CEIVED MV INGT) NC w FEB » g} � « z 6 Ct � � » g} -n5 r RECEIVED I DCM WILMINGTON, NC FFR 16 to t7 51TE I, PATRICK C. 13RI5TOW, CERTIFY THAT THI5 PROPERTY WA5 5URVEYED AND MAP DRAWN UNDER MY 5UPEKV15ION: DE5CRIPTION A5 SHOWN ON THE FACE OF TH15 PLAT; RATIO OF PRECISION A5 CALCULATED BY COMPUTER qr 15 1:10,000+; THAT THE BOUNDARIE5 NOT 5URVEYED ARE SHOWN BY BROKEN LINES PLOTTED FROM © X`�' stir _ INFORMATION REFERENCED; THAT THI5 PLAT WA5 PREPARED IN ACCORDANCE WITH `THE 5TANDARD5 OF PRACTICE FOR LAND 5URVEYING IN NORTH CAROLINA' (21 NCAC 56.1604); WITNESS MY ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL THI5 15T DAY OF JUNE A.D. 2015. wffiIICA 015```,11CA 111111111,14z, �Z?G 010, r vJ ei'p� Meq St r _ co� ` S E A L �s PATRICK C. BRI5TOW N.C. PLS No. L-4146 -0 4 < <-4148 3= LOCATION MAP �5��� NOT TO 5CALF 411111111% ``` RIPARIAN 5URVEY REFERENCE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CORRIDOR— — — — — '— CONDO BOOK 2 PAGE 40-41 20,0' DEED BOOK 2072 PAGE 532 20 SWIMMER SAFETY ZONE DEED BOOK 5846 PAGE 307 ---.....__._..---.-------- ---— -- ---- FLOATING OCK—� i �i—PIERHEAD LINE —�- 5URVEYED LOT 15 SUBJECT TO ALL --------- UTILITY EASEMENTS, RESTRICTIONS • a I Z OR COVENANTS OF RECORD. I tu • I I¢O I I z I NOTE: THI5 LOT 15 LOCATED u- I p IN ZONE5 AE (EL 14) 4 AS PER NOTE5 RAMP I I w w MAP # 3720316600 J 1) UPLAND IMPROVEMENT5 NOT LOCATED I I I I COMMUNITY ID # 375361 BY THI5 5URVEY. PIER I • I p[ DATED: APRIL 3, 2006 2) PIERHEAD LINE FROM MAP AT THE TOWN OF WRIGHT5VILLE BEACH PLANNING OFFICE.ujN 3) ALL PIER5 5HOWN WERE FIELD LOCATED. l o I 0 — I I 4) CORRIDOR LENGTH5 ARE FROM FACE 0 OF BULKHEAD. o I PIER I I 5) HIGH WATER LINE AT FACE OF BULKHEAD. w uJ O I I I I CONCRETE I I i 13ULKHEA D WOODEN + I I I BULKHEAD I 1 1 I J _-t-r I � I I THIS MAP AND FIELD SURVEY WERE MADE FOR THE EXCLUSIVE USE OF THE PERSON, PERSONS, OR ENTITY NAMED IN THE CERTIFICATION HEREON. SAID CERTIFICATION DOES NOT EXTEND OR TRANSFER TO ANY UNNAMED PERSON, PERSONS, OR ENTITY WITHOUT AN EXPRE55ED RE -CERTIFICATION BY THE SURVEYOR NAMING SAID PERSON, PERSONS, OR ENTITY. u - z lu �p 'z z m Q¢� z tu0— Q N Q) O IL L 50.00' 199.93' CID N N 1.q O O m 0 u� In z C ANNEL AVENUE 25.00-' 25.00' —W33 -312,0811E N m z N C7 o�C H a_ mZN u-�O N • N rz O C9 m 25.00' I 25 00' 53400 I '00"W 15' Puwc BIW I RIPARIAN SURVEY WITH EXISTING IMPROVEMENTS ffoK JEffKEY 5WEYER * PAIGE A. 5WEYER I UNIT I BANK5 CHANNEL TOWNHOU5E5 TOWN OF WRIGHT5VILLE BEACH NEW HANOVER COUNTY, N.C. , 5:%AND PROJECT"ANK5 CHANNELTOWNHOUSE5 UNIT I\dwgl7 W COLUMBIAST.dwg JUNE 1, 2015 30 0 15 30 GO w m I INCH = 30 FEET 9 Q PATRICK C. DRISTOW LAND SURVEYING. PC JUNE 2015 C3� — o�{ m n LEGEND p = EXISTING IRON PIPE = CENTERLINE El = CONTROL MONUMENT OO = SET IRON PIPE • = PILING 0= SURVEY NAIL w O O O 0 0 In N N C3'I F U J 1� CL CL b LO PATRICK C. BRISTOW LAND SURVEYING, PC 4113-A OLEANDER DRIVE WILMINGTON, N.C. 213403 (910) 791-1500 (PIS (910) 791-3504 (FAX) E-MAIL : pat@bristowsurveying.com FIRM LICENSURE NO. C-3071 ILOs-0.ON a2insNaDn ME mowVu!Azem&wisug@)fed :'1tVPJ-a (XV3) tOST-16L (016) (Rd) OOSI-16L (016) COM 'O N'NOJUDNI \TIIM aAIM 21aQNV310 V-£IIti Da `DNU9AxnS C NVI AAO.LSRIS 'D XDIUL` CI C:: 1 K I 03 D m q o � 'v c I cp C C-) 11VN AgA?JnS =Q 9Nllld = • 3d1d NCr81 J.3S =OQ 1N3NnNON 102LLN00 = [] 3NITUM30 = 3d1d NOW DMIG O = O ON9991 U z z c� 5 I OZ 2Nnr Od '9NL13Adn6 ONVI MOISRJ9 'O )IOWVd Q w O cv 1.333 09 = NONI I � ao W � m i1J 09 O£ 51 0 0£ 5 100 '1 ;lNn r'AWIG VIGNI07 M L\6MP\1 1JNn S3SfIONNM01l9NNVN7 GNNd9\S173r0?Jd ONyi\•S 'O'N '),LNnoo MSN NOd99 9111AGi1491RIM =10 NMOl GignoNNMOI INN` PD GNN`d9 I iINn �J]/QAAS .d ]qidc4 MS /9�JJIF 21oA JQn21ns ?JOCII l�00 Ndl�\v1J121 L nva arena .S I M..00. 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