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HomeMy WebLinkAbout20150237 Ver 2_CAMA Application_20161221Coastal Management ENVIRONMENTAL QUALITY December 13, 2016 TO: Karen Higgins 401 & Buffer Permitting Unit DWR/Water Quality Permitting PAT MCCRORY Governor DONALD R. VAN DER VAART Secretary BRAXTON DAVIS Director 0 2 1 2016 FROM: Heather Coats, Assistant Major Permits Coordinator NCDEQ — Division of Coastal Management 127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD-ncdenr.gov Fax: 395-3964 (Courier 04-16-33) SUBJECT: CAMA / Dredge & Fill Application Review Applicant: Chris and Alisa Ward Project Location: 311 Summer Rest Rd., adjacent to the AIWW and Greenville Sound, in Wilmington, New Hanover County Proposed Project: to excavate a boat basin adjacent to 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 January 5, 2017. 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 APPLICANT'S NAME: Chris and Alisa Ward c/o Adam Knierim 2. LOCATION OF PROJECT SITE: 311 Summer Rest Road, adjacent to Greenville Sound and the AIWW, in Wilmington, New Hanover County. Photo Index - 2006: 22-7424,1-7 Latitude: 34°13'18.40"N Longitude: 77°48'41.54"W INVESTIGATION TYPE: CAMA/D&F 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —12/09/2016 Was Applicant Present — Yes 5. PROCESSING PROCEDURE: Application Received —11/18/2016, 12/06/2016 (completed) Office — Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan — City of Wilmington Land Classification From LUP - Residential, 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 — Single family residence, driveway, timber & concrete bulkhead, and open water 4 slip docking facility. Planned — Excavation of a boat basin (G) Estimated Annual Rate of Erosion: N/A Source — N/A 7; HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER A Vegetated Wetlands (B) Open water 3,600 sq. ft. (C) Other — Upland (Disposal Site) 40,000 sq. ft. (D) Total Area Disturbed: 43,600 sq. ft. (1.0 acres) (E) Primary Nursery Area: No (F) Water Classification: SA;ORW Open: No PROJECT SUMMARY: The applicant proposes to excavate a boat basin adjacent to an existing docking facility. Chris and Alisa Ward c/o Adam Knierim Page 2 9. PROJECT DESCRIPTION: The project site is located at 311 Summer Rest Road, adjacent to Greenville Sound and the Atlantic Intracoastal Waterway (AIWW), in the City of Wilmington, New Hanover County. To locate the project site from the Wilmington Regional Office (WiRO), turn left off of Cardinal Drive Ext. and travel east on Eastwood Road (US Hwy 74/76) towards Wrightsville Beach. Drive 2.81 miles down Eastwood Road and turn left, right before the draw bridge on to Summer Rest Road and travel approximately 0.25 miles. The project site will be number 311, located on both sides of the road. The property is approximately 0.28 acres, or 12,197 sq. ft., and is currently developed with a two story single-family residence and driveway located on the West side of Summer Rest Road, and a 4 slip docking facility adjacent to the Greenville Sound and AIWW on the East side of Summer Rest Road. Vegetation on the site consists primarily of maintained lawn grass and ornamental landscaping. The property has an elevation of approximately 8' above normal high water (NHW) and has approximately 115 ft. of shoreline frontage along the AIWW. There is a narrow section of section "404" type wetlands located on the waterward side of the property, which consists of Marsh Pennywort (Hydrocotyle umbellata), and Groundsel Bush (Baccharis angustifolia). Coastal Wetland species located adjacent to the property include, but are not limited to: Black Needle Rush (Juncos roemarianus), Sea Lavender (Limonium, spp), Salt Meadow Grass (Spartina patens), Smooth Cordgrass (Spartina alterniora), and Cattails (Typha sp.) in an area approximately 290 ft. in width (See sheets 2 of 2). There is a 30 ft. wide navigable channel running through the coastal wetlands area, approximately 160 ft. waterward of NHW. The applicant also maintains an existing docking facility, which is currently located within the AIWW. The existing access pier, measures approximately 430 ft. in length by 6 ft. in width and spans over the existing wetlands towards the AIWW which terminates in an "L" -head gazebo measuring approximately 16 ft. in length and 16 ft. in width. An access ramp then leads onto a floating dock, measuring approximately 40 ft. in length by 6 ft. in width which runs perpendicular to the shoreline. One boatlift is installed on the most landward end of the floating dock to the south measuring 14 ft. in length by 14 ft. in width. The existing docking facility currently accommodates four (4) vessels within existing water depths ranging from approximately -1 ft. to -2.0 ft. at mean low water (MLW). The 30 ft. wide navigable channel is spanned with a 45 ft. section of pier elevated 6 ft. above NHW. It should also be noted that the adjacent riparian property owner to the south (307 Summer Rest Road) has an active maintenance permit for an existing 50 ft. in length, 35 ft. in width, and -4 ft. in depth basin authorized by State Permit No. 07-09. The adjacent riparian property owner to the North (315 Summer Rest Road) was issued State Permit No. 27-02, which authorized the excavation of a 75 ft. in length, 50 ft. in width, and -4 ft. in depth basin. The Wilmington -New Hanover County 2006 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 AIWW are classified SA;ORW 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 excavate a new basin within the AIWW. The application states a new basin, measuring approximately 100' in length by 36' in width to a final project depth of -5' @ NLW, which would be the same depth as the connecting waters of the AIWW. The proposed basin area is not located within the adjacent property owner's riparian corridor to the north or to the south. The application states that the dredging limits would maintain a 10' setback from the existing marsh substrate. The material would be excavated mechanically by bucket -to -barge method, which would result in the removal of approximately 535 cubic yards of material. The excavated material would then be hauled to Agnes Beane Site, a private disposal adjacent to USACE DA 248, located approximately 0.9 miles south of the project site at the confluence of the AIWW and Motts Channel (US Army Corps of Engineers (USACE) Disposal Site No. DA -0248). Chris and Alisa Ward c/o Adam Knierim Page 3 The proposed dredge area would measure approximately 100' in length by 36' in width along the inner spine of the floating dock system. Approximately 535 cubic yards of material is proposed to be removed by mechanical dredging. The proposal would achieve a final depth of approximately -5' @ Normal Low Water from existing depths of approximately -2' NLW. The application includes authorization from the property manager for use of the spoil disposal island located at the confluence of the AIWW and Motts Channel (USACE Disposal Site No. 0248) on the portion currently owned by Agnus Beane. 10. ANTICIPATED ]IMPACTS: The proposed excavation would impact approximately 3,600 sq. ft. of shallow bottom area. The disposal of the approximate 535 cubic yards of material would impact highground within the allocated spoil disposal area measuring approximately 200' in length by 200' in width as indicated in the application. Minor increases in turbidity should be expected during construction. A 39 ft. in length by 36 ft. portion of the proposed basin will be within the 80' Federal Navigation Channel Setback. Submitted by: Brooks Surgan Date: December 12, 2016 Office: Wilmington MARITECH DREDGING Innovative Solutions for the Marine Environment 15 November 2016 NC DCM 127 Cardinal Drive Extension Wilmington, NC 28405 108 Circle Drive Hampstead, NC 28443 office 910.270.4058 field 910.297.7710 fax 910.270.4058 The enclosed CAMA Major permit application for Chris and Alisa Ward of 311 Summer Rest Road, Wilmington, in New Hanover County requests authorization to excavate a boat basin adjacent to an existing docking facility. The existing 4 slip docking facility was authorized by CAMA Major Permit #59-15 issued to Charles Sweeney on May 12, 2015 and is due to expire on December 31, 2018. The Sweeney docking facility survey and approved major permit drawing are enclosed as part of this permit application. The proposed boat basin would measure approximately 36 feet wide by 100 feet long and would connect to the existing -5.0 feet water depth of Greenville Sound and the AIWW. The waters adjacent to the pier are closed to the harvesting of shellfish and are not designated as Primary Nursery area. The proposed excavation would remove approximately 535 cubic yards of sand with a barge mounted excavator. The spoil material would be transported on a barge to a private upland spoil disposal site. RECEIVED DCM WILMINGTON, NC BCH INP -1 APPLICATION for Meier Development Permit (last revised 12/27106) North Carolina DIVISION OF COASTAL MANAGEMENT 'R Business Name Project Name (if applicable) Applicant 1: First Name Ml Last Name Chris Ward Applicant 2: First Name Ml Last Name Alisa Ml Ward If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 311 Summer Rest Road Ml Wilmington. NC - ZIP Country Phone No. FAX No. 28405 USA 910 - 509 -1340 ext. Street Address (if different from above) City State ZIP Email drchrisward@gmail.com <Form continues on back> NOV 18 2016 252-808.2808 :- 1.888-4RCOAST :: www.nccoastallmanagement.nat Business Name Maritech, LLC Agent/ Contractor 1: First Name Ml Last Name Adam Knierim Agent/ Contractor 2: First Name Ml Last Name Mailing Address PO Box City State 108 Circle Drive Hampstead NC ZIP Phone No. 1 Phone No. 2. 28443 910 - 297 - 7710 ext. ext. FAX No. Contractor # Street Address (if different from above) City State ZIP Email RECEIVED adamknierim@gmail.com DCM WILMINGTON, NO <Form continues on back> NOV 18 2016 252-808.2808 :- 1.888-4RCOAST :: www.nccoastallmanagement.nat Form DCM MP -1 (Page 2 of 4) APPLICATION for Major Development Permit County (can be multiple) Street Address State Rd. # New Hanover 311 Summer Rest Road Subdivision Name Cit --]y State Zip Wilmington NC 28405 - Phone No. Lot No.(s) (if many, attach additional page with list) 910 - 509 - 1340 ext. I I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Cape Fear Greenville Sound c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ®Manmade ❑Unknown AIWW e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ®Yes ❑No work falls within. Wilmington _, 1n•l ls.t s-• "' 4:�k �.'z. fi �_ r- t _,t u4 k �, �..: I �i� sEr P kr v.�7 i .� ��q v*�'..���k. ks'dt, rte �. _��' i.'•` .e"' si i r et Ir � t� Yy� �.K+-f�}�r� ;#.:��y ',. �7 "� � i ik.�: ;5 .d'i"y'gs. n,§`,s"qu`x '� ,I a: a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 115.54 feet 12,197 sq.ft. (0.28 acres) c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or NWL (normal water level) (If many lot sizes, please attach additional page with a list) +8 feet ®NHW or ❑NWL e. Vegetation on tract Landscape vegetation and coastal wetlands. f. Man-made features and uses now on tract Single family residence with private 4 -slip docking facility. g. Identify and describe the existing land uses adjacent to the proposed project site. Residential. homesites to the east, west and north, the AIWW to the south. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? Residential (Attach zoning compliance certificate, if applicable) ®Yes ❑No ❑NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes NNo k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo [INA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA National Register listed or eligible property? RECEIVED -%-,ivl VVILMINGTON, NO <Form continues on next page>v 2 016 252-808-2808 :: 1-888-4RCOASi :: www.nccoastaimanagement.net Form DCM MP -1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ®Yes ❑No (ii) Are there coastal wetlands on the site? ®Yes ❑No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes NNo (Attach documentation, if available) n. Describe existing wastewater treatment facilities. municipal sewer/ CFPUA. o. Describe existing drinking water supply source. municipal water / CFPUA p. Describe existing storm water management or treatment systems. None a A 5. Activities and if11 acts 7 r} y i kc 3 a. Will the project be for commercial, public, or private use? ❑Commercial ❑PublidGovernment ®Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. The applicant is proposing to excavate a boat basin adjacent to an existing 4 -slip docking facility to provide water access. 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 barge mounted excavator will be used to conduct mechanical excavation of the proposed boat basin. A skidsteer will be used to off load the excavated material at the designated spoil location. d. List all development activities you propose. The applicant is proposing, to excavate a boat basin adjacent to an existing docking facility to provide water access. e. Are the proposed activities maintenance of an existing project, new work, or both? both f. What is the approximate total disturbed land area resulting from the proposed project? 40,000 NSq.Ft or ❑Acres g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. None i. Will wastewater or stormwater be discharged into a wetland? []Yes NNo ❑NA If yes, will this discharged -water be of the same salinity as the receiving water? ❑Yes []No NNA j. Is there any mitigation proposed?. []Yes NNo ❑NA If yes, attach a mitigation proposal. RECEIVED UL;M VVILIVIIIVV I W", "w <Form continues on back> NOV 2016 252.808-2808 :: 1-888-4.8COAST :. www.nccoastaimanagement.net Form DCM MP -1 (Page 4 of 4) APPLICATION for Major Development Permit `�.� Ad�ittEi��al �/lfo�m ���% � 5 rC 3 1 x cat ± r t ♦ t x s fix. � r � 5,e'v � t - a r+a �" M � •u--�. �'`- �:i , r� '`3 '' zir� dC k; `�,�-"��* 4� � � * � +� � + tr A�'t76a r � -- �� Y:ddttbr�s"t pmp�yeEdplrCB iaAi©xrirA��'�f/1eolleig� rtSi appNcb7e, {tie submtted rn order for the appl catron acJfage,to bCAIr�)ete ���� fie al+ays M",7a`�!3ajpraafe ..IQAnA�CeiitcsnJeaseonsult the application M1 rn�bu n-b�lo�e?vltfiio►��v�rb� i!Y �p�reih r`r�aied'�8�'►��$lo�� '����� x�f, � ;��� r � � ��•�,�M�..� #��,�'? T"�-'�z. 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. 52 ` �{a r r�s� [tE11t[ ' �{o � rYi�.��; . `F'' t`, ��� Name Ben Zucker Phone No. Address 1052 Sunset Meadows Drive Apex, NC 28523 (�J1IS o #r 01 12.I��� ; 1.1 -+pY t.. 41ON 1 10 FK}' g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. CAMA Major Permit #59-15 for docking facility h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas.:, (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1.-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. I understand that any permit issued in responseto this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to. this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date 9�j��G Print Name _Adam Knierirp, _1Y Signature Please indicate application attachments pertaining to your proposed project. RECENG �N,Mo ®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Cul WILM ❑DCM MP3 Upland.Development ❑DCM MP -4 Structures Information 252-808-2806 . 1-S8S-4RCOAST . www.ncconstallmanagement.net 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. ffli/�}T l,�M�c'FkEN .�dhG'h...,✓� 1�+bk 3- S' } L'"'u3� �/+�ry. IN �",+�,. �, _ �x+,9R. v1 hs", �.,, e F ..�'S. a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. sand '/- 276 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. 0 C ❑SAV ❑SB ❑WL ®None (ii) Describe the purpose of the excavation in these areas: N/A d. High -ground excavation in cubic yards. N/A �}Thrs seognofajplrcable a. Location of disposal area. b. Dimensions of disposal area. Agnes Beane Site- private disposal adjacent to USACE DA 200 x 200 248 c. (i) Do you claim title to disposal area? ❑Yes ®No RNA (ii) 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 ❑SB OWL ®None (ii) Describe the purpose of disposal in these areas: w N/A d. (i) Will a disposal area be available for future maintenance? ®Yes ❑No DNA (ii) If yes, where? same f. (i) Does the disposal include any area in the water? ❑Yes ®No DNA (ii) If yes, how much water area is affected? N/A otc b X16 252-808-2808 :: 1-888-4RCOAST :: www.ncepastalmanagement.net revised: 12/26/06 Access Other Channel Rock (excluding (NLW or Canal Boat Basin Boat Ramp Rock Groin Breakwater shoreline NWL) stabilization) Length 100 Width 36 Avg. Existing -2.0 NASk ` Depth t Final Project -4.0 Depth ffli/�}T l,�M�c'FkEN .�dhG'h...,✓� 1�+bk 3- S' } L'"'u3� �/+�ry. IN �",+�,. �, _ �x+,9R. v1 hs", �.,, e F ..�'S. a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. sand '/- 276 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. 0 C ❑SAV ❑SB ❑WL ®None (ii) Describe the purpose of the excavation in these areas: N/A d. High -ground excavation in cubic yards. N/A �}Thrs seognofajplrcable a. Location of disposal area. b. Dimensions of disposal area. Agnes Beane Site- private disposal adjacent to USACE DA 200 x 200 248 c. (i) Do you claim title to disposal area? ❑Yes ®No RNA (ii) 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 ❑SB OWL ®None (ii) Describe the purpose of disposal in these areas: w N/A d. (i) Will a disposal area be available for future maintenance? ®Yes ❑No DNA (ii) If yes, where? same f. (i) Does the disposal include any area in the water? ❑Yes ®No DNA (ii) If yes, how much water area is affected? N/A otc b X16 252-808-2808 :: 1-888-4RCOAST :: www.ncepastalmanagement.net revised: 12/26/06 Form [az' MIP -2 (Excavation and Fiat, Page 2 of 2) 3. SHORELINESTABILIZATION ®This section not applicable (lf developmenfis a_wood grab use MP -4 — Structures) a. Type of shoreline stabilization: ❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: c. Average distance waterward of NHW or NWL: e. Type of stabilization material: g. Number of square feet of fill to be placed below water level Bulkhead backfill Riprap Breakwater/Sill Other,,__ i. Source of fill material. b. Length: Width: d. Maximum distance waterward of NHW or NWL: f. (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ❑No RNA (ii) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. 4 �T�ER I�JL�. �4CTI�ITIES c; � T * ,, k � _ 3 Y °' �Thrs section no�appbcable a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW), If yes, (ii) Amount of material to be placed in the water (iii) Dimensions of fill area (iv) Purpose of fill GE14�E%4L � `G =,.,. [ . a. How will excavated or fill material be kept on site and erosion controlled? silt fence and/or appropriate erosion control measures C. lU vviu naviganonai alas oe requirea as a resun ui uie NiuJccir ❑Yes ®No ❑NA (ii) If yes, explain what type and how they will be implemented. suomergeo aquatic vegetation t�ry/, sneo uouoin kOD), ui other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. []CW []SAV ❑SB []WL []None (ii) Describe the purpose of the fill in these areas: b. What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? barge mounted excavator and skidsteer. d. (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes ®No [INA (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. 252-808-2808 :: 1-888-4RCOAST :: www.nceoastaimanaaement.net revised: 12/26/06 Ward Boat Basin 11/1,0/2016 Approx. R/C '5' I Sheet 1 of 2 - - - - - _ - - - - - - - -- -i scale 1" = 30' 15' setback j drawn by: A. Knierim Revised 12/06/2016 -1.0-2.0 -3.0 -4- -4.0 _ f \` Proposed A s'xao I y 1v Existing Docking Facility 1fi>1 1 11 x '' O (see sheet 2 of 2) is' � �j �, Boat Basin Edge of Fed. Channel 15' setback J 80' Fed. Channel Setback Approx. R/C NLW Existing Docking Facility Proposed Boat Basin 36'W x 1001 Final Depth -5' @NLW I � (RECEIVED ice' -2 DCM WILMINGTON, NC I -3 Vertical —.NTS DEC 0 6 2016 i E -4 a t _ -6 MARITECH DREDGING 108 Circle Drive Hampstead, NC 28443 office 910.270.4058 Innovative Solution's for the Marine Environment field 910.297.7710 fax 910.270.4058 N —vl Ward Boat Brion P.. R ALL 11/1®/2016 LANDF Sheet 2 of 2 V." SEECH STREET H I IF Avr Ow N/F . . .1 . / - - * * . * . . . - I '. .,. QF . ZUCKER + Scale I"= 60' SUMMER REST p6BLIC R/W 3TVIN LOT 5 BLOCK I ROAD SUMMER REST HARBOR M.D. to P& I OR I I L1 I I III1u:mja=I [1111111111 IIIIIIIIITII IIIIIIIII 41111'1 6\ 1-4 �7G PIER) BOAT .4 LIFT �� `,4 , cr; .7 — — — — — — — — — — 71 — F 01PP 15' RAPARIAN SETBACK —i6 V- 15' RAPARIAN SETBACK RIPARIAN .CIN -S 51.*27'02' E 3259' OR OPEN WATER= 050' (SCALED FROM NHC GIS MAPS) 1/4 0 5, 114,7' P rR =262 ER =262.51 CQ co `0 AREA 0.28 Acres 95,6' + uo �` SUMMER REST co LOT 4 BLOCK I M.B. 10 PG, I 413,7'- 15' RAPARIAN SETBACK 90, L -PIPARIAN LINE N 51"27'02' W 6 OBAR 01pp 70.651 75 4 9,41' 7 RAPARIAN SETBACK II �4 app w57015"58'W L-------- BOAT SEE DETAIL W �LIFT NIF II 14111111 80' CHANNEL SETBACK EXISTING PIER FLUA I DgCKr--1BOAT _j LIJ GIBBONS 'LIFT LAJ f-- + PART OF LOT 4 BLOCK I SUMMER REST + N.B. 10 PG I IIIu C3 + L'i �j I Cy - F= LU LLJ + R- M :A CALLS ALONG MEAN HIGH WATE ELEVATION 1.7' NAVA 88 - -< < m F - TO DETAIL "A" NOT TO SCALE 8 N/F N/F ' GIBBONS SWEENEY 3.46' 01PP r Lr5 EIBAR A,9A' somoe -,/ NUMBER DIRECTION . 1DISTANCE Ll N 04'19'57' E 3.88' L2 N 19*42'15' W 15,80' Q- S 01*28'16' E 27.35' L4 N 12'31'22" E 123.61' L5 N .12'37'41' E 132,68' IL6 I N 04*19'57' E 112.22' 1 z FOR BOUNDARY LINE CHARLES SWEENEY LEGEND CENTER LINE C3 RIGHT LINE LOT 4 BLOCK FLOOD LINE A SUMMER REST MEAN HIGH WATER ?,tITY OF WILMINGTON, NEgM'qUNTY 10 m"w— (ECFV. 17' NAVD 88) 0 - - d � Cr 4, NM" N, NC StA = 6 EDGE OF MARSH . ::- , -�, 7. LE, r (TRACED FROM AERIAL PHOTO) E : REVISION 11 DECEMBER 22, 2014 gEAL 1h 3, E 7K WKVILILIJ LOT REVISION 21 PROPOSED WOOD PIER, FLOATING DOCK, WITH GAZEBO AND BOAT LIFT, . JANUARY 7, 2015 ;URVEY REFERENCE: THE PREMISES SURVEYED IS WITHIN A FLOOD HAZARD AREA -(VE -M,B, 10 PG, I ELEV,'16) ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR THE D.B. 1347 PG, 382 CITY OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA, D.B. 1327 PG. 1800 D.B.•5178 PG. 2343 (COMMUNITY PANEL No. 370171 3157 J, EFFECTIVE 04-03-2006), z, 'A 0 60 120 180 — . — — . -i i'MR-3n OBAR 0 EXISTING IRON BAR OR 0 EXISTING IRON ROD 01pp 0 EXISTING IRON PIPE PINCHED 0 10' PILE 9 4 X 4 EXISTING POST L-1099 N D • SHERWIN D. CRIB PROFESSIONAL LAND SURVEYOR No, L-1099 1144 SHIPYARD BLVD, WILMINGTON NC 28412 910-791-6080 U)%-�� Q% #5 0 U I'A !L Ilk NGTO111\11 NdIC- DADADIAKI QHDX/r-V z FOR BOUNDARY LINE CHARLES SWEENEY LEGEND CENTER LINE C3 RIGHT LINE LOT 4 BLOCK FLOOD LINE A SUMMER REST MEAN HIGH WATER ?,tITY OF WILMINGTON, NEgM'qUNTY 10 m"w— (ECFV. 17' NAVD 88) 0 - - d � Cr 4, NM" N, NC StA = 6 EDGE OF MARSH . ::- , -�, 7. LE, r (TRACED FROM AERIAL PHOTO) E : REVISION 11 DECEMBER 22, 2014 gEAL 1h 3, E 7K WKVILILIJ LOT REVISION 21 PROPOSED WOOD PIER, FLOATING DOCK, WITH GAZEBO AND BOAT LIFT, . JANUARY 7, 2015 ;URVEY REFERENCE: THE PREMISES SURVEYED IS WITHIN A FLOOD HAZARD AREA -(VE -M,B, 10 PG, I ELEV,'16) ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR THE D.B. 1347 PG, 382 CITY OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA, D.B. 1327 PG. 1800 D.B.•5178 PG. 2343 (COMMUNITY PANEL No. 370171 3157 J, EFFECTIVE 04-03-2006), z, 'A 0 60 120 180 — . — — . -i i'MR-3n OBAR 0 EXISTING IRON BAR OR 0 EXISTING IRON ROD 01pp 0 EXISTING IRON PIPE PINCHED 0 10' PILE 9 4 X 4 EXISTING POST L-1099 N D • SHERWIN D. CRIB PROFESSIONAL LAND SURVEYOR No, L-1099 1144 SHIPYARD BLVD, WILMINGTON NC 28412 910-791-6080