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HomeMy WebLinkAbout20170948 Ver 1_CAMA Application_20170801 (7a ROY COOPER Governor 2 0 1 7 p 9 4 g MICHAEL S. REGAN Secretary Coastal Management BRAXTON DAMS Director ENVIRONMENTAL QUALITY July 28, 2017 1@@211Mg TO: Karen Higgins AUG 0 .1 Z017 D 401 & Buffer Permitting Unit DEQ_ DWR/Water Quality Permitting 401 : =UFF R PER URCES 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/Dredge & Fill Application Review Applicant: Bruce Chappell Project Location: 21 Bahama Dr., adjacent to Banks Channel, in Wrightsville Beach New Hanover County Proposed Project: to expand an existing docking facility and perform maintenance dredging 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 August 23, 2017. If you have any questions regarding the proposed project, contact Courtney Spears at (910) 796-7423 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 1 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT I. APPLICANT'S NAME: Bruce Chappell c/o Stephen Conway 2. LOCATION OF PROJECT SITE: 21 Bahama Drive adjacent to Banks Channel,on Wrightsville Beach, New Hanover County. Photo Index- 2006: 24-74110-13 Lat: 34°13'14.69"N Long: 77°47'26.77"W 3. INVESTIGATION TYPE: CAMA/D&F 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—7/26/17 Was Applicant Present—No 5. PROCESSING PROCEDURE: Application Received—7/24/17 Office-Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan—Town of Wrightsville Beach Land Classification from LUP—Conservation and Developed (B) AEC(s) Involved: PTA, EW (C) Water Dependent:Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing—Municipal Planned—N/A (F) Type of Structures: Existing—Single family residence, four (4) slip docking facility,timber bulkhead Planned—five (5)slip docking facility and dredge (G) Estimated Annual Rate of Erosion: N/A Source- N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A)Vegetated Wetlands (Coastal Wetlands) (B) Non-Vegetated Wetlands 520 sq. ft. (Open water) 5,150 sq.ft. (additional incorporated) (C) Other(High ground) (D) Total Area Disturbed: 5670 sq. ft. (0.13 acres) (E) Primary Nursery Area: NO (F) Water Classification: SB Open: No 8. PROJECT SUMMARY: The applicant proposes to expand a docking facility and dredge. Bruce Chappell c/o Stephen Conway Page Two 9. PROJECT DESCRIPTION: The project site is located at 21 Bahama Dr., adjacent to Banks Channel, in New Hanover County. The property is in the Town of Wrightsville Beach. To locate the property travel east approximately 1 mile from Military Cut-Off Road (N.C. Highway 76)towards Wrightsville Beach. From the drawbridge,take a slight left onto W. Salisbury Street and travel approximately 1 mile to the stoplight and make a left onto N Lumina Avenue. Travel approximately 0.25 miles and turn left on Parmele Blvd.Take the first left onto Bermuda Drive, and then the next right onto Bahama Drive.The property of interest is the last home on the left. The applicant's property contains a two-story single family home, is approximately 0.28 acres, and averages 7' above mean sea level with 197 linear ft. of shoreline. An existing timber bulkhead measuring approximately 200' in length stabilizes the entire shoreline except approximately 16' along the northwest shoreline where a boat ramp exists. Waterward of the bulkhead is a private docking facility that extends into Banks Channel in a northwesterly direction which accommodates up to four (4)vessels. Upland vegetation consists of ornamental shrubbery, trees, and lawn grass.Just waterward of the existing bulkhead, on the northernmost end of the shoreline is an area of Coastal Wetlands averaging approximately 30 ft. in width.This area is vegetated primarily with Smooth Cordgrass (Spartina alterniflora). CAMA Major Permit No. 62-11 was issued for development of a 13' by 12' boat lift and an 8' by 8' floating structure. GP#44913 was issued in 2006 for a new bulkhead 2' waterward of the bulkhead existing at the time. Currently,just waterward of the bulkhead, and south of the boat ramp, is a platform measuring 14' by 14'with a ramp leading to a floating structure measuring approximately 8' by 40' running parallel to the shore. At the northern end of the floating structure is a 13' by 12' boat lift. The terminal end of the docking facility varies from approximately 1'to 20' landward of the Town of Wrightsville Beach's Pierhead line. The Wrightsville Beach Land Use Plan classifies adjacent waters as Conservation, and the adjacent high ground portion of the project area as Developed.The area surrounding this section of the AIWW is mostly residential development. The waters of Banks Channel, which are included in the Wrightsville Recreational Area, 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 expand a docking facility and dredge.As proposed the existing platform along the bulkhead would be expanded on the north and south end, 10' in each direction (see Sheet 2 of 4).The northern 10' expansion would be covered. This expansion would occur over open water. An 8' by 30' portion of floating dock would be added to the southern end of the existing floating dock, which would also be entirely over open water and landward of the Town of Wrightsville Beach's Pierhead line.This would allow the docking facility to provide dockage for up to five (5)vessels in water depths that currently range from -1.5' at NLW to-3' at NLW.The facility would extend approximately 45' into a waterbody measuring 249',which would conform to the'A width rule. Bruce Chappell c/o Stephen Conway Page Three The applicant also proposes to dredge from the existing boat ramp area and around the docking facility to a final depth of-6' at NLW. Per the application, connecting water depths at the edge of the dredge footprint are-6'2" at NLW.The dredge footprint in the boat ramp area would slope from -3' at NLW to -6' at NLW (see Sheet 3 of 4). The proposed access channel from the boat ramp would measure approximately 25' in width by 10' in length and would connect to the dredge area around the docking facility which would measure approximately 140' in length by 35' in width.The dredging would be performed by bucket to barge and the spoils would be taken to the Agnes Beane property. No presence of SAV, shellfish, or Coastal Wetlands was noted in the proposed dredge area. 10. ANTICIPATED IMPACTS The proposed expanded docking facility would incorporate an additional approximately 520 sq. ft. of Estuarine Waters and Public Trust Area. The expanded facility would provide dockage for five (5) vessels in water depths of -6' at NLW after proposed dredging. The expansion would not cause the facility to encroach any further into the water body. Currently the facility extends approximately 45' into a water body measuring 249' which conforms to the 1/4 width rule. Additionally, the application shows the facility conforming to the Town of Wrightsville Beach's Pierhead line. The proposed dredging would result in the disturbance of approximately 5,150 sq. ft. of shallow bottom habitat in Estuarine Waters and Public Trust Area. No SAV, shellfish, or Coastal Wetlands were noted in the dredge footprint, however, there are Coastal Wetlands immediately adjacent to the north of the proposed dredging near the boat ramp. The applicant proposes to remove approximately 950 cubic yards of material, which is primarily sand, by bucket to barge. The spoil would be transported to the Agnes Beane property. Minor turbidity increases can be expected during the construction process. Submitted by: Courtney Spears Date: 7/27/17 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 July 18, 2017 Narrative for 21 Bahama Drive: My client,Bruce Chappell wishes to add additional seating to his existing sitting area some of which he would like to cover and some of which he would like to leave open for sunbathing. In additional to this he would like to add an 8'x30' floating dock to his existing 8'x40' floating dock. His new structure and existing structure will all be within the existing Wrightsville Beach pier head line. Along with the additional floating dock and fixed pier work we would like to propose some maintenance dredging for his property. It has experienced some fill on the east edge of his proposed 8'x 30' structure which would hinder him from accessing the back side of his new and existing floating dock. Thank you for your consideration of this request. Stephen B. Conway,Owner Southeastern Coastal Construction Company, Inc. 910.538.9737 sconway@ec.rr.com RECEIVED DCM WILMINGTON,NC DCM MP-1 APPLICATION for ,. ,;•: .0.4„,. Maier Development Permit s (last revised 12127.106) North Carolina DIVISION OF COASTAL MANAGEMENT • 1. Primary Applicant/Landowner Information Project Name(if applicable) Business Name Applicant 1: First Name MI Last Name C _& rreAt Applicant 2: First Name • MI Last Name If additional applicants,please attach an additional page(s)with names listed. - PO Box City.�,1� 1State . Mailing Address t I t NC- Phone No. No. ZIP //�� Q �Q . 2 4 O 1Country 1(0- 631-✓�,53ext. Street Address(if different from above) City • \State ZIP _ • Email I 2. Agent/Contractor Information • Business Name SOatte46fern C O Cas 1 Car6k1/140141, CO. Agent/Contractor 1: First Name MI Last Name Siem 5 000.tI Agent/Contractor 2: FirsttName MI Last Name Mailing Address PO Box I City State 65a4es 4 a".Ali Phone No. 1 Phone N2 A.SZIP 9 ext. I - ext. 40/ lo 3g FAX No. Contractor# ® 73 City State ZIP , Street Address(if different from above) _ - Email Scon tas .r c,torn • <Form continues on back> RECEIVED DCM WILMINGTON,NC •dL . • .s Farm DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County(can be multiple) Street Address State Rd.# 21 ' hit a k * Iv- Subdivision Name City State Zip Phone No. Or Lot No.(s) (if many,attach additional page with list) q . 5 -553 ext. , l-FT a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project • " 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 XManmade ❑Unknown )4+1a,A1- c 04-ea/I') e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed Yes ONo work falls wit,� NA /Wv-v9‘1*still(f Deadrt 4. Site Description a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.) I g7 iz, 12,41( stAl- c. Size of individual lot(s) d. Approximate elevation of tract above t> ►VI(normal high water)or • j' ?4`; -�• NWL(normal water level) 1 (lf many lot sizes,please attach additional'page with a list) . DNHWor$NWL e. Vegetation on tract • • / sP_5 enirsl rbk.65 f. Man-made features and uses now on tract kOLLSe7 12t ejro art g. Identify and describe the existing land uses adjacent to the proposed project site. fge5( 4 h. How does local government zone the tract? i. -Is the proposed project consistent with the applicable zoning? (Attach zoning compliance certificate,if applicable). Xes DNo DNA j. Is the proposed activity part of an urban waterfront redevelopment proposal? Oyes talo k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. Oyes / lo DNA • If yes,by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a Dyes DNA National Register listed or eligible property? <Form continues on next page> RECEIVED DCM WILMINGTON,NC Form bCM 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? Dyes *o (Attach documentation,if available) n. Describe existing wastewater treatment facilities. • C_ :?LLF • o. Describe existing drinking water supply source. • �r + CF1uA • p. Describe existing storm water management or treatment systems. 'Sine r' o 5. Activities and Impacts a. Will the project be for commercial,public,or priva`a use? ❑Commercial ❑Public/Government Pf�si . 'rivate/Community b. Give a brief description of purpose,use,and daily operations of the project when complete. bock4r41 ( �Wref�t�aet L-►�i. p s aOlr'lrbil,.0444_ /1 g °Vt✓® 5 fel 4 Aga c. Describe the proposed construction methodology, types of construction equipment to be used during construction,thenumber of each type. of equipment and where it is to be stored. 501e. '041he d. List all development activities you propose. Uddra. Sr Ct d.P.ai -" oa` k oc 4-drect e- e. Are the proposed activities maintenance of an existing project,new work,or both? I. What is the approximate total disturbed land area resulting mo' f from the proposed project? • )(Sq.Ft or❑Acres g. Will the proposed project encroach on any public easement,public accessway or other area Dyes No .❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. (elf a.ce. ran off' • i. Will wastewater or stormwater be discharged into a wetland? Dyes to DNA If yes,will this discharged water be of the same salinity as the receiving water? Dyes ONo DNA j. Is there any mitigation proposed? Dyes po DNA If yes,attach a mitigation proposal. • <Form continues on back> RECEIVED DCM WILMINGTON,NC .) • Viz: , Form DCM MP-1 (Page 4 of 4) APPUCATION 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)—(f)are always applicable to any major development application. Please consult the application instruction booklet on flow to propedY 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,dearly 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. • 1. 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 Thomas No. "Thomas p4- 1��0W Address )� +a P, 4Nri t st,h�e , $J Cr . 7 8`i 10 Name 'T 01.0in r'. -5 Vint g�ln ox 6 Phone No. Address .b21Gats`t,JD Ej�rr .+N►t 13r. tei �1 11;J[. trditw ma-256-'1900 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 property owned 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. 17. 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 7-z4/-/ 7 Print Name 3?i'tcse' Cha p pi�1 Signature Please indicate application attachments pertaining to your proposed project. • DCM MP-2 Excavation and Fill Information 0DCM MP-5 Bridges and Culverts ❑DCM MP-3-Upland Development CM MP-4 Structures Information RECEIVED DCM WILMINGTON,NC Form DCM 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. Access Other Channel Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or - Breakwater shoreline NWL) f5 stabilization) Length /1-"/G /0 Width 3r af J Avg.Existing ► Depth c) I(61-P) ) C/t/L tom./ NA NA Final Project NA NA Depth . 0 • 1. EXCAVATION" ['This 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 d. High-ground excavation in cubic yards. _(CW.),submerged aquatic_vegetation(_S.,AV)._shellbottom.(SB), .._._........_. _.._ ..._._...___. . .. __.. _. .._.__ or other wetlands(WL)? If any boxes are checked,provide thee number of square feet affected. • ❑CW ❑S)6.-V OSB OWL None (ii)Describe the purpose of the excavation in these areas: . . i - ar • 2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable a. Location of disposal area. b. Dimensions of disposal area. • Af •CI 411)/ d.Ca - c c. (i)Do you claim 'tie to disposal area? d. (i) V.31-A.-disposal disposal area be available for future maintenance? ❑Yes l o DNA Yes ❑No DNA • (ii)If no,attach a letter granting permission from the owner. (ii)If yes,where? • e. (i)Does the disposal area include any coastal wetlands/marsh f. (i)Does the disp aI include any area in the water? (CW),submerged aquatic vegetation(SAV),shell bottom(SB). ❑Yes o❑NA or other wetlands(WL)? If any boxes are checked,provide the (ii)If yes,how much water area is affected? number of square feet affected. ❑CW OS,k OSB ❑W Lone (ii)Describe the purpose of disposal in these areas: • RECEIVED W!LMINGTON,N .;i/ r orn1 r ease : of el • 3. SHORELINE STABILIZATION OThis section not applicable (If development is a wood groin,use MP-4—Structures) a. Type of shoreline stabilization: b. Length: °Bulkhead DRiprap . ❑Breakwater/Sill ['Other. Width: c. Average distance waterward of NHW or NWL d. Maximum distance waterward of NHW or NWL: e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12. • months? • Oyes ❑No ONA (ii)If yes,state amount of erosion and source of erosion amount information. • g. Number of square feet of fill to be placed below water levet. h. Type of fill material. • Bulkhead backfill Riprap • Breakwater/Sill . Other i. Source of fill material. • • • 4. OTHER FILL ACTIVITIES QThis section not applicable • (Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? Oyes ONo DNA . tL (i)Will fdt material be placed in coastal wetlands/marsh(CW). If yes. submerged aquatic vegetation(SAV),shell bottom(SB).or (ii)Amount of material to be placed in the water other wetlands(WL)? If any boxes are checked,provide the number of square feet affected. (iii)Dimensions of fill area ❑CW ❑SAV ❑SB - (iv)Purpose of fill OWL ❑None (ii)Describe the purpose of the fill in these areas: - - • 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)? /7, • c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project ['Yesjvo DNA site? Oyes gNo DNA (ii)If yes,explain what type and how they will be implemented. (ii)If yes,explain steps that will be taken to avoid or minimize environmental impacts. • • Date Applicant Name Bruce critypil 7/Z9//7 Project Nam Applicant Signature_ • Floctlirkl (JOG - a ze/6 pver RECEIVED DCM WILMINGTON _ 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 • ❑This section not applicable a. (i) Is the docking facility/marina: b. (i)Will the facility be open to the general public? ❑Commercial ❑Public/Govemment ,rivate/Community Oyes ANo c. (i)Dock(s)and/or pier(s) d. (i)Are Finger Piers included? Oyes 'No (ii)Number - — �" t • If yes: (iii)Length . 11 f (ii)Number (iv)Width 10 I Z— (iii)Length (v)Floating Oyes FiNo (iv)Width (v)Floating Oyes ❑No e. (i) Are Platforms included? (j�Yes ❑No f. (i) Are Boatlifts included? Yes ❑No If yes: ,.\ If yes: (ii)Number • • (ii)Number (( ex (iii)Length .� • (iii)Length 13 G (iv)Width p (iv)Width Ji (v)Floating Yes ❑No Note: Roo d areas are calculated from dripline dimensions. g. (i)Number of slips proposed h. Check all the types of services to be provided. 2.. 0 Full service,including travel lift and/or rail,repair or (ii)Number of slips existing maintenance service 3 0 Dockage,fuel,and marine supplies �-- ,'Dockage("wet slips")only.number of slips: ! AD 4-1 ❑Dry storage:number of boats: " 0 Boat ramp(s);number of boat ramps: ❑Other,please describe: 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 Q ❑Open water,no dredging required • ❑Other;please describe: • k• Typical boat length: 7 4 I. (i)Will the lac'i be open to the general public? Oyes No m. (i)Will the facility have tie pilings? ❑Yeslo (ii)If yes number of tie pilings? • RECEIVED GCM WILMINGTON,NC 'torr DCM s,a,-4 (S:...c.usas, �: 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,NC SCM :JP-4 fstruc tures, .Page 3 of 4) - - m. Is the marina/docking facility proposed within a primary or secondary nursery area? • Dyes ONo n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? Oyes ONo 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 OSB. OWL ❑None • p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? Oyes ONo 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, sheet)).ile, 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 Xthis section not applicable a. Is the structure(s): b. Number ❑Commercial OPublic/Govemment ❑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 • • RECEIVED DCM WILMINGTON,NC ori] LPLa l ret J• 15till C:�7.5. F3-3� ;. C: 7. '`GENERAL - V r° a. Proximity of structure(s)to adjacent riparian property line's b. Proximity of structure(s)to adjacent docking facilities. MO+fL ip ti9e74 ---CCriL A Easy /6 Cl/1- /V'444./1) . Note: For buoy or mooting pilng,use aricofswing including length . 70-f -�p M -eats1 ' of vessel. c. Width of water body V d. Water Qepth at waterward end of structure at NLW or NWL e. (i) Will naviga'onal aids be required as a result of the project? V . ()Yes' No DNA • (d)If yes, xplain what type and how they will be implemented. V 8. OTHER ❑This section not applicable a. Give complete description: • ' • 7-J4-/ rl . - , Date - • 'f.fJof( dorI ameb1c - a 141thk . Project Name V 3(14 ce r Applicant Name- V ia Applicant Signature • • • - RECEIVED DCM VAPLMINGTON,NC ON `NO±.EM1VIWy ;ki .r: Q/1 / l £ cm � � a ( °vc LE6p (--- ,1 .k...... t o -- ! � � J i : cg S ° F il7 4- s� iL • -rri RECEIVED 4's DCM WILMINGTON,NC JUL 2 4- 2017 r . /�'' o- • .� N , �!` ./ �i S1273 04''f C ., y� ►I 9.82' N8072 00-E ' ', / �l 1,q �3 1.62'(11) i C4 '� , X11 +E "r�' \ �9,5Ik 25' n` * ,r a i-"s w ' BOAT '� ,•,, `,�'e • LIFT 40.CtklN I N Q r CONCRETE p � ,� \ 6. , PARKING N N Q 7 \ , � ,.\t,,,,,,,, .. ����\� �'���,,.`�`��.. GUY I4J r ��` '�'., .., 1`('�" •.. - . WIRE .� Jj Ili • �.��, . RAM' '%., *N. A. • £2' t• GAl o iN 1;" , , 4 o • ws/Z .....s.. .,,t3 '4F'.\®,• / w QWATER skoMETER \�� ti i \ .. 1 �► �9. IL 55 TW0 STORY . .: ! W o J� ,•, / I ® \\ WOOD FRAME •d • r �. ON CONCRETE •:••• T. •: - • • 0 / SLAB WITH , : �' � WOOD PILES • ti,• ; : In o w 3 • i%. ,- .; • ; LELEC. 0 / O Pi //�%. r: SRVC. i wooD ///�//.. ii' i i♦ GUY • WIRE S FENCE ,"�IIII;II:II • NO1'46'23'W • p . .". :.. 1 M S8072' 00'W' 114.41' •deo Ni S8022'001W Q 2.50'(TFE) —HVAC Z Q PROPANE— DECK POWER 1,10) � - o E.C.M. TANK POLE .� ZQ N —CONCRETE ... Q 'Q WALK m �a LOT 17—F �` I 12,291.* Sq.Ft . CONCRETE m m (AREA CALCULATED DRIVEWAY TO MHWE) LOT 17—E .PG M.B. 7 PG. N \ \ NOTE: ç VICINITY MAP NO SCALE THIS LOT IS LOCATED IN AN k AREA OF 100 YEAR FLOOD. ` ,. N I Survey Reference W O.. : MAP BOOK 7 PAGE 20ligI . $M MAP BOOK 13 PAGE 22 :°D n \ %,.....--.' E y .;.-. ' BOOK 4305 PAGE 48 N S ,t. w SURVEY BY: SHERWIN D. CRIBB to DATE: 02/11/04 RCN-- pRIVE 0-4,44 : : ' ) A w4. � . . . GRAPHIC SCALE- 111= 30' w ' 'c: 4 44 111.115111.111111111.11 !9 _22 o r s 4 30 0 30 60 Plat of Survey For: NORTH CAROLINA BRUCE A. CHAPPELL, JR. NEW HANOVER COUNTY LOT 17-F PARMELE ISLES EXTENSION I, MICHAE& N. UNDERWOOD, CERTIFY THAT THIS PLAT WAS SECTION "A" DRAWUNDER MY SUP - ,. -,,,fit,�J"FROM AN ACTUAL SURVEY WRIGHTSVSE BEACH TOWNSHIP MADE UNDER MY SU; _ SCRIP T10N'AS SHOWN ON THE FACE OF THIS, , �'Pi?ECISIOV AS NEW HANOVER COUNTY, NORTH CAROLINA CALCULATED BY -•44i„,- :s,� .:• •,-0 t THAT.THE Legend: BOUNDARIES N011' • YED A =.,f1iN BY BROKEN LINES g PLOTTED FROM 41 •• Al ga k•#' 1I0 THAT THIS.PLAT E.I.P. EXISTING IRON PIPE WAS PREPARED WV DQE 7�. `_'THE STANDARDS OF P.O.L. POINT ON LINE PRACTiCE FOR L . ' -VEYIN-9(V Vii'[ ►'TH CAROLINA' E.C.M. EXISTING IRON PIPE WITNESS MY_ORT N SE NUMBER AND MHWL MEAN HIGH WA 1FR LINE SEAL THIS 2Q DAt � OHP OVERHEAD POWER ' • '' ELEC. SRVC. ELECTRIC SERVICE Address: 21 BAHAHAMA DRIVE Michael Underwood and Associates, PA. MICHAEL N. UNDER-296, P. S LICENSE NUMBER L-2982 RECEIV D 102 Cinema Drive, Suite A Wilmington, NC 28403 SEAL OR STAMP DCM WILMIN ON, Firm License No.:C=0615 email:muaa izec.rr.com Phone:910-815-0650 Fox:910-815-0393 . ©2016 MICHAEL-UNDER WDOD and-ASSOCIATES, PA,, 1:\.hnm'.too Eolo)...p..\tn.a.O..pd\j.mr..p1..*Aft a\dpWt 17-P IMAM)-DAMN Mae PN EDT - . A I A, 5127304"E �� f p 82' N8 1.62200 j ( -I � �� ( r,w Q, 25' SJ r \ / r ' BOAT ..4.... \, �y Y. i LIFT `' U• CONCRETE I �l 1r�e \��� O C'i PARKING N N C) I, • �Q \ v6 9. QQ� / i ..... ...7:-�} ����` /.4, /I% ..i. GUY Ie) W i,pi /I :\\\` ' � 1 4 • �.. : . WIRE ^ J ``\`�`' AM' • N tt 1:,L5. 5 2'� POWER S �' ��` :; 6,. `r.). '` POLE m 4,1 �P-` ,y ® SPIER �� �,1�\A ..„1,2,4•64A,/ �,' / : v.t iro. \��`�\` 1ci-1. r:.1.: METER �• - ' ���� W I 1 nn ..,Ah. 71N0 STORY -. .. .....: IN 1 — WOOD FRAME •• ••• • • fsIs. •�' m :_I ON CONCRETE '' ; :'• SLAB WITH • ., .'•• 0- 0 1, WOOD PILES .. :• f,, i Q N t ��► a. • ' • • LELEC (� 1 4 ° N %�. SRVC I 1: •• GUY � o FENCE .," WIRE N0146'23'W %. . -1,1 ••:.::-.' o"'�WATER m -, 4.58'(77E) . X x ._• .\•-• 1 METER . $8072 00 W ., S8022' OO"W' 114.41' .e!.o I W 2.50'(1) -HVAC Z Q v PROPANE— DECK POWER Q A o ECM. TANK POLE k Z N -CONCRETE tt h Q .Q 0 c� WALK CO t LOT 17-F �-- r` I 12,291* Sq.F! CONCRETE— V, m c (AREA CALCULATED DRIVEWAY 3I TO MHWL) LOT 17-E M.B. 7 PG. 20 a c s'\ \ \ NOTE: Z L.%) VICINITY MAP NO SCALE THIS LOT IS LOCATED IN AN N LL AREA OF 100 YEAR FLOOD. • Survey Reference ti,' 'u: MAP BOOK 7 PAGE 20 W E „ , MAP BOOK 13 PAGE 22 Mo• ' ° BOOK 4305 PAGE 48 oS w SURVEY BY SHERHVIN D. CRIBB ,,.■4 DATE: 02/11/04 41 . I) IVE e, s, MupA Y BR sl t', `�! GRAPHIC SCALE: 1"= 30' s o sr ST 30 0 30 60 Plat of Survey For: NORTH CAROLINA BRUCE A. CHAPPELL, JR. NEW HANOVER COUNTY LOT 17-F PARMELE ISLES EXTENSION I. YICHAEC N. UNDERWQOD. CERTIFY THAT THIS PLAT WAS SECTION "A" DRAWN UNDER MY SUP ,7 ; � '. p FROM P N ACTUAL AL SURVEY ON E WRIGHTSWLLE BEACH TOWNSHIP MADE UNDER MY SU; E5,,. THE FACE OF THIS, iECIS/ON AS NEW HANOVER COUNTY, NORTH. CAROLINA CALCULATED BY c„, ' ..-8144; . •-'' + THAT THE Legend: BOUNDARIES NOl ,YED A .'fp/ BY BROKEN LINES 9 PLOTTED FROM IP • A7112gekEE LSD THAT THIS. PLAT E.I.P. EXISTING IRON PIPE WAS PREPARED t+'CO - THE STANDARDS. OF P.O.L. POINT ON LINE PRACTICE FOR L;j vEY1N G 'TH CAROLINA. E.C.M. EXISTING IRON PIPE WITNESS MY.ORIG SE NUMBER AND MHWL MEAN HIGH WA TER LINE SEAL THIS ,$Q DIP,, �y1 '` OHP OVERHEAD POWER .n,,l,,,,,,,„,,,,,,.,.,,,,” ELEC. SRVC. ELECTRIC SERVICE . �. Address: 21 BAHAHA MA DRIVE AEL N. UNDE'./1 D P. .S Michael Underwood and Associates, PA. LICENSE NUMBER L-2962 102 Cinema Drive, Suite A Wilmington, NC 28403 SEAL OR STAMP Firm License No.:C-0615 email:muai bizec.rr.com, Phone:910-815-0650 Fax 910-.815-0393. ©2016 MICHAEL .UNDERWOOD and:.ASSOCIATE RECEIVE) h\w.....ono wwVo..dw. Vowel.I4..\s..w.adMWt 17-F nw.•.I 5/2/101111 :ia46145 w LOT 1•/IL1.11110 N,N • ' / A S1273'04 E (�� ..rte7/ 9.82' N8032'00 E a i o1.62'(ITE) a ti 4ag R5 25' P X�� l �•,, .4 d 9' BOAT �4,-,,, ` c� :� 1-1F7,0 N, ,OSP CONCRETE a N U T 1 +-� % .. .X 03 PARKING N Q W .�\\. • �� 1 A T �tv \ °' � . es v*- POLE Up N y\ LSU by -,� e% °�°+�,% / • 9LC ° METER a Q • ���� • :,� w SRVC. O �'� �•� T1MD smR Y /' m WOOD FRAME 'J .:..` '% r.7..'f! O f '‘ ON CONCRETE r.•••• •-•-•- •: 4-• Q r0 M S.AB $17H i ' • ' R• . O r' �. WOOD PILES • ti- :••t:�..•;• ' ••• ~ . svc-) ,..._ `'''' r-- :r. , all%/e. /."'/)....*::•..• ••.:..a'.'a • Q° LA j .4, . ' •*.• . ;:.- ' L to 1 ,... . . ... ELEC. .... ` •-Q I �/i. / z//:''.. .•.. GUY � c2 C FENCE I.: 1 ' •;_•• WIRE LC N01'46'23V ...el -. ca----WATER Q m (� _, ' •. l METER Q 4.58(7) X x -- X — Q /.1 S8022' OO"W" 11 41' -..o W 58032.-W I Q Z 2.50'(TTE) -HVAC _ Q PROPANE DECK POKER 1 c E.C.M. TANK POLE Z Z N -CONCRETE t h Q .Q c. I WALKm S . a LOT 17-F K I 1Z29H Sq.Ft CONCRETE— 6 m m (AREA CALCULATED, DRIVEWAY 3 I 1 TO MHWL) \ MLOT 7-E .B. 7�PG 20 I' . NOTE: i 0 WCINI TY MAP NO SCALE THIS LOT IS LOCATED IN AN 'I AREA OF 100 YEAR FLOOD. !O N Survey Reference ,� MAP BOOK 7 PAGE 20 MAP BOOK 13 PAGE 22 ' ®WE • M \ a G NT- `'�� BOOK 4305 PAGE 48 ° S EC:127— e ,r4 SURVEY BY SHERININ D. CRIBB 1 DATE.' 02/11/04R/W�Y� / MUD2°441A pRIVEsr;*:, ,71 ,,'`-a GRAPHIC SCALE.• 1"= 30' SERw30 60 l ••... 0 30 Plot of Survey For: NORTH CAROLINA BRUCE A. CHAPPELL, JR. NEW HANOVER COUNTY LOT 17—F PARMELE ISLES EXTENSION I. MICHAEL .N UNDERWQOD, CER77FY THAT THIS PLAT WAS DRA UNDER MY SU % a FROM AN ACTUAL SURVEY SECTION H ;MADE UNDER MY SU; `-� , . F-IP1TON'AS SHOWN ON WRIGHTSVILLE BEACH TOWNSHIP THE FACE OF THIS ' i,�tECISION AS NEW HANOVER COUNTY, NORTH, CAROLINA 'CALCULA'TED BY •, a , ',0��y+ THAT THE Legend: BOUNDARIES NO YED . •' BY BROKEN ONES g PLOTTED FROM 41 0 , Aigget = do E.I.P. EXISTING IRON PIPETHAT THIS PLAT WAS PREPAREDXxogaE =THE STANDARDS. OF P.O.L. POINT ON LINE PRACT7CE FOR -WV�7N�PL1 W(*7H CAROLINA- E.C.M. EXISTING IRON PIPE WITNESS MY.OR ; ,!iL► ' SE NUMBER AND MHWL MEAN HIGH W4.TER LINE SEAL THIS Jgf 0 T. 1 • ``",, 16. OHP OVERHEAD POWER 4.,n,,,,,,,,,,,,,,at"tt ELEC. SRVC. ELECTRIC SERVICE Address: 21 BAHAHAMA DRIVE Michael Underwood and Associates, PA. LIE SEN. BER L-2962- 6, P. S 102 Cinema Drive, Suite A Wilmington, NC 28403 SEAL ORSTAMP Firm License No.:C-0615 email:muaelbizec.rr coma Phone:.910-815-0650. : Fax:910 815-0393> ©.20.16 M1UNDERWOOD and:ASSOCIATE$, PARECEIVEC b\wr..... 0 2010 �•Vr�aup+V.Ind r.i\.0. A\awWL 17-F nac+w-Steals I 4&•3"4M en , I