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HomeMy WebLinkAbout20141208 Ver 1_CAMA Application_201411201 2 0 4208 NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor November 17, 2014 MEMORANDUM. TO: FROM: SUBJECT: Applicant: Project Location: Karen Higgins Division of Water Resources DANIEL GOVONI Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Applica 2001 Front Street Dock Assn., Inc. John E Skvarla, III Secretary NOV 2 0 2014 1 DI Carteret County, at 2001 Front Street, along the north side of Taylors Creek, in the Town of Beaufort. Proposed Project: Proposes the construction of a shared 6 -slip docking facility which includes all associated infrastructure (pier, platforms, finger piers and boatlifts). The pier would remain within an easement area and a portion of the dock access would bridge over a navigable channel within an unnamed natural tributary that connects to Taylors Creek. Please indicate below your agency's position or viewpoint on the proposed project and return this form by December 7, 2014 If you have any questions regarding the proposed project, please Heather Styron contact - __— __— ___�, Permit officer at (252) 808 -2808. Ext. 216. 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 400 Commerce Avenue, Morehead City, North Carolina 28557 Phone 252 - 808 -28081 FAX 252 - 247 -33301 Internet www nccoastalmanagement net An Equal Opportunity I Affirmative Action Employer Proposed Dock Construction at 2001 Front Street for 2001 Front Street Dock Association, Inc. Proiect Narrative An Association of 4 Property Owners at 1915,1919,2001,2005,2011 Front Street, the 2001 FRONT STREET DOCK ASSOCIATION, INC., propose to construct a community pier. The ARTICLES OF INCORPORATION for this assocation are included in this_ submission. .- T.he_proposed_pier_is_planned to be__ constructed at 2001 Front Street on Parcel Number 730508983498000, owned by Clara Wade and Charles Wade Jr This will require the recordation of a plat granting a "dock easement" to the 2001 FRONT STREET DOCK ASSOCIATION, INC. The proposed re- combination plat was recorded on October 15, 2014 Historically, the two homeowners at 1915, 1919 and 2001 Front Street have maintained docks in on a small canal located behind the northern bank of Taylors Creek. Access to these docks was from an entrance located at the west side of the canal. This canal has historically been difficult to maintain and required dredging every few years. The existing docks will remain in place, but no further dredging will be performed. This area will be allowed to silt in and revert back to natural marsh lands. The proposed dock construction consist of approximately 254 feet of fixed timber pier, 16 feet of gang plank and platform and three 27 foot long finger piers which will accommodate as many as 6 boat lifts. The plans for the pr posed construction are included in this submittal Georg . Aiken, PE (2"k ec-LL i'\ ('KT ' C6. � -- S A V ,aF(;ErIFrj DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: 2001 Front Street Dock Association Inc 2. LOCATION OF PROJECT SITE 2001 Front St. along the north side of Taylors Creek, in Beaufort, Carteret County. Photo Index - 2006: 42 -6407 grids S -19, T -19 2000: 42 -542 grids F -5, G -5 State Plane Coordinates - X: 2709411.0 Y: 358184.0 I�ongitude:- 34°42'-39.55 Latitude: `76°38' 21:21 -- 3. INVESTIGATION TYPE CAMA 4. INVESTIGATIVE PROCEDURE Dates of Site Visit - 11/3/14 Was Applicant Present - No Photos Taken - Yes 5. PROCESSING PROCEDURE- Application Received. Officially Submitted: 10/27/14 Complete - 10/27/14 Office - MHC 6. SITE (DESCRIPTION: (A) Local Land Use Plan - Beaufort- Certified 1/26/2007 Land Classification from LUP - Residential /Conservation (B) AEC(s) Involved: EW, PTA, CW (C) Water Dependent Yes (D) Intended Use: Private /Community (E) Wastewater Treatment. Existing - Town of Beaufort Sewer Planned - None (F) Type of Structures Existing - several docking facilities along canal, bulkheads Planned- The construction of a 6 -slip pier with platforms, finger piers and boatlifts along Taylors Creek (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT (DESCRIPTION: DREDGED FII,I,F D OTHER (A) Open Water N/A N/A 958 ft2 Shaded 2,862 ft2 Inc. (B) Coastal Wetlands (below NHW) N/A N/A 738ft2 Shaded/Inc (C) Coastal Wetlands( above NHW) 60ft2 Shaded/Inc (D) Total Area Disturbed- 3,660 ft2 (E) Primary Nursery Area No (F) Water Classification. SC Open. No 8 Project Summary. The proposed project is for the construction of a shared 6 -slip docking facility which includes all associated infrastructure (pier, platforms, finger piers and boatlifts) along the Taylors Creek portion of the property. The pier would remain within an easement area Field Investigation Report 2001 Front Street Dock Association, Inc. 2001 Front St, Beaufort, Carteret County Page 2 of 3 (Clara Wade property) that would range from 25.5' to 32 81' in width depending on location A portion of the dock access would also bridge over a navigable channel within the existing unnamed natural tributary that connects to Taylors Creek The 2001 Front Street Dock Association, Inc non - profit corporation was formed on 8/25/14 in order to serve the proposed shared docking facility. 9. Narrative Description The 2001 Front Street Dock Association, Inc. project is located at 2001 Front St , is adjacent to Taylors Creek and within the Town of Beaufort's ETJ. The site is found by turning right off of Cedar Street onto Live Oak Street. Follow Live Oak St until you reach the stop sign and turn left onto Front St Follow this road for approximately 1.21 miles (6,401 feet) The site will be located on the right (north side of Taylors Creek) It is not located within the Beaufort Historic District or the National Historic District. The residential property is 141 acres (61,421sf) in its entirety and 6.8' above nhw. Taylors Creek runs along the south side of the property with an unnamed natural tributary along the north side of Taylors Creek. The upland vegetation mainly consists of lawn grasses, shrubs and oak trees. There is a 22' x 110'section of coastal wetlands along the 110' of shoreline along the canal portion and 22' x 110' along the Taylors Creek portion of the tree hammock consisting of Distichlis spicata (Salt Grass), Spartma patens (Salt Meadow Cordgrass) Spartma alterniflora (Smooth Cordgrass) and Juncus roemerianus (Black Needlerush). The waters of Taylors Creek have an approximate -3' lunar tidal amplitude The Division of Water Quality classifies this area as SC Waters Taylors Creek is not designated as a Primary Nursery Area and is closed to the taking of shellfish. The Town of Beaufort's Land Use Plan classifies this area as Residential with Conservation within the AECs. There are no shellfish resources in the area. The Federal Channel Setback within this area of Taylors Creek is 61' Water depths within this project location are -8' nlw /mlw, with connecting water depths of -10' plus nlw /mlw. The bottom substrate is silty sand with shell. Taylors Creek is approximately 400' wide at this location 10) Proposed Development: The applicant proposes to add a shared 6 -slip private residential docking facility with platforms, finger piers and boatlifts to the Taylors Creek portion of the property. There are existing docking facilities along the canal portion of the property; however, due to the shallow water depths and frequent maintenance dredging, the applicant is asking for a shared docking facility along Taylors Creek that would serve 1915,1919,2001,2005 and 2011 Front St. The existing docks located within the canal would remain for observation type use (with no slips) and the existing slips including boatlifts, would be removed The canal would be allowed to silt in and naturalize with no further maintenance excavation performed. A 25' to 32' wide easement and non - profit dock association have been created in order to accommodate the shared pier for the residents at 1915,1919,2001,2005 and 2011 Front Street Riparian signatures with waivers were obtained from the adjacent neighbors, Mr Fredrick Stanley, Mr. Bradford Piner and Mrs Margaret Risser Field Investigation Report 2001 Front Street Dock Association, Inc. 2001 Front St, Beaufort, Carteret County Page 3 of 3 The applicant is proposing to construct a 6' wide pier that extends from the high ground portion that abuts coastal wetlands, along the Front Street shoreline It would extend over a total of 32' of coastal wetlands [(Distichlis spicata (Salt Grass), Spartma patens (Salt Meadow Cordgrass), Spartina alterniflora (Smooth Cordgrass) and Juncus roemerianus (Black Needlerush)] and would then bridge over the canal portion (open water) for appsoximatel_y_7 -9° The - bridge- portion_would_be 6' wide, -a- minimum -of -5' above -nhw and —� would have a minimum pilings span of 10 wide in order to allow small john boats, canoes etc access and navigation to this area The pier would then continue over a second section of coastal wetlands (Spartma alterniflora (Smooth Cordgrass)) for 111' and finally over open water within Taylors Creek for the remaining 22'. The total length of the pier would be 244' from the high ground escarpment and 234' from the normal high water contour of the property along Front Street The pier would then intersect a fixed 10' x 10' platform. A 3' x15' gangway would extend from the fixed platform and would intersect a 6' x 70' floating platform There would be three 4' x 27' finger piers extending south from the floating platform that would delineate the proposed 6 slip areas There would be six 13' x 13' boatlifts within each of the 6 proposed slips All portions of the docking facility within Taylors Creek would not exceed a maximum distance of 79' waterward of the edge of marsh or 96' from the normal high water contour that borders the small tree hammock along the north side of Taylors Creek All parts of the docking facility would be landward of the USACOE channel setback (approximately 17'), a distance of 5.38' from the eastern riparian access line and 6 35' from the western riparian access line. There would be a total of six slips 11 Anticipated Impacts- The proposed dock additions would shade a total of 798ft2 of coastal wetlands The 6 -slip docking facility would also shade 958 ft2 as well as incorporate 2,862 ft2 of open water Public Trust Area The existing water depths are sufficient for this use ( -8' nlw). The setting of pilings has the potential to cause a temporary increase in turbidity during construction activities The location of the proposed docking facility would not be a hindrance to navigation due to the fact all portions would be located 17' landward of the USACOE channel setback The bridge portion over the unnamed tributary would also not be a hindrance to navigation due to the minimum height of 5' above NHW and a piling span of 10' in width The proposed naturalization of the unnamed tributary has the potential to restrict the use of Public Trust Waters to canoes and kayaks, which due to the shallow water depths, would be the only vessels that could reasonably navigate that portion However, this area, through naturalization, has the potential to create additional habitat area The proposed docking facility should not cause additional closures because Taylors Creek is a permanently closed area. Name: Heather M. Styron Date: 11/17/14 Office: Morehead City ttNYAMI I 1" P-1 N'l IM [If (last revised) 12/27/06) ft Um North Carolina DIVISION OF COASTAL. MANAGEMENT 9. Primary Applicant) Landowner Information Business Name 2001 FRONT STREET DOCK Project Name (if applicable) ASSOCIATION, INC. _ _ ___ 2001 Front Street Dock Construction Applicant 1 First Name Clara MI Last Name Wade Applicant 2' First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed Mailing Address 2001 Front Street PO Box Cit �eaufort state NC zlP 28516 country Carteret Phone ext FAX No - Street Address (if different from above) City State ZIP Email 2. Agent/Contractor Information Business Name George G. Aiken, PE Agent/ Contractor 1: First Name MI Last Name George G Aiken Agent/ Contractor 2. First Name MI Last Name Mailing Address 8025 Creedmoor, RD Po Box City Ralel h g State NC ZIP 27613 Phone No 1 Phone No 2 919 -279 -2313 ext 919- 871 -8104 ext FAX No 919- 871 -8105 Contractor # Street Address (if different from above) City State ZIP Email george@savvyhomes corn c-0VM'* <Form continues on backs q ;I �Q IN Form DCM MP -1 (Page 2 of 4) APPLICATION for Major Developmen) Permit, 3. Project Location County (can be multiple) Carteret Street Address State Rd. # Tract PIN 730508983137000 (21,861sf) 2001 Front Street TOTAL (61,421 sf) Subdivision Name city Bea Beaufort NC zip 27613 Phone No. Lot No.(s) (if many, attach additional page with list) 919- 279 -2313 ext. NHW a In which NC river basin is the project located? b Name of body of water nearest to proposed project Newport-River /-North -River —_ _ Town Creek 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 Back Sound / Atlantic Ocean e Is proposed work within city limits or planning jurisdiction? f If applicable, list the planning jurisdiction or city limit the proposed ®Yes []No work falls within j Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No Beaufort, NC 4. Site Description a. Total length of shoreline on the tract (ft ) b Size of entire tract (sq ft) Tract PIN 730508983498000 (39,560 sf) 110, Tract PIN 730508983137000 (21,861sf) TOTAL (61,421 sf) c Size of individual lot(s) Tract PIN 730508983498000 (39,560 sf) Tract PIN 730508983137000 (21,861sf) d Approximate elevation of tract above NHW (normal high water) or lot �ddrUonal ) NWL (normal water level) NHW = 1 7 NAVD88 8 5' NAVD88 6 8' (If many sizes, please attfach with a list page ) ®NHW or []NWL or above NHW e Vegetation on tract CW f Man -made features and uses now ort tract Existing 630 sf dock g. Identify and describe the existing land uses adjacent to the proposed project site Single Family Residential h How does local government zone the tract? i Is the proposed project consistent with the applicable zoning? R -8 (Attach zoning compliance certificate, if applicable) jlYes ❑No ❑NA j Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No k Has a professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes []No ®NA If yes, by whom") I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ❑No RINA National Register listed or eligible property? <Form continues on next page> PEC;EIVE10 DC1Vi -M H o,-ny Form DCM MP -1 (Page 3 of 4) APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ❑Yes ®No (u) Are there coastal wetlands on the site? ®Yes ❑No (iii) If yes to either (i) or (ti) above, has a delineation been conducted? ❑Yes X]No (Attach documentation, if available) n. Describe existing wastewater treatment facilities, Town of Beaufort Sewer o Describe existing drinking water supply source. Town of Beaufort Water p. Describe existing storm water management or treatment systems none 5. Activities and Impacts a Will the project be for commercial, public, or private use? ❑Commercial ❑Public /Government OPrivate /Cornmumty b. Give a brief description of purpose, use, and daily operations of the project when complete, The proposed dock construction will be used for recreational and personal use c Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. The proposed dock will consist of pressure treated wooden piles constructed with treated lumber stringers and decking The head of the dock will consist of floating finger units secured by treated wooden piles The dock will be constructed using floating marine equipment (barge and crane) The dock construction will be supported by small commercial craft and carpenter barge d. List all development activities you propose It is proposed to construct a timber dock across existing marshlands and water to reach a floating platform pier with finger piers e Are the proposed activities maintenance of an existing project, new work, or both? New work f What is the approximate total disturbed land area resulting from the proposed project? ❑Sq,Ft or ❑Acres The dock will span over existing marsh land and will quire approximately 46 piles to be driven into existing marsh land g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes EjNo ❑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 []No ®NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No RINA j is there any mitigation proposed? ❑Yes ❑No ®NA If yes, attach a mitigation proposal jar '[I ",ED <Form continues on back in ?� 3 `j ; }141 ICM i %H -0 r Jry Form DCM MP -1 (Page 4 of 4) APPLICA7t ©N tot 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 mayor development application Please consult the application instruction booklet on how to property prepare the required items below. a A project narrative b, An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale Please give the present status of the proposed project Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site_ _d.—A copy -of- the.deed_(vnth.state.appitcation only)-or-other-instrument under - which- the_ applicant .claims_title- to- the_affected properties. e The appropriate application fee Check or money order made payable to DENR f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management, Name Frederick M Stanley Parcel Number 730508984483000 Phone No Address 700 Whippoorwill Road, Wytheville, VA 24382 276 - 228 -7806 Name James J Piner Parcel Number 730508983520000 Phone No Address 304 Live Oak Street, Beaufort, NC 28516 252- 288 -4271 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 i 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 17. Certification and Permission to Enter on Land I understand that any permit issued in response to this application will allow only the development descnbed in the The project will be subject to the conditions and restrictions contained in the permit. I certify that t 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 h? I'st of my ,knowledge Date / � ` ,�? ��— �%� 7 Print Name � �AiC, A c� Signature Please indicate application attachments pertaining to your proposed project ❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts []DCM MP -3 Upland Development ®DCM MP -4 Structures InformationG[I51 t7 0C- � I NIP, DC,M -19r1D ✓ III Y Fom DOM WI-4 STRUCTURES (Coraztruction wiithin Prwbuic Trust &rams) Attach this form to Joint Application for CAMA Major Permit, f=orm 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. Fo DOeKIJVG FAd1L1TVhJ#AR1NA C iA CTEi!13T1C3 This section no*f applicable a. (i Is the docking facility /manna: b __(ij_Will_the_facildy be-open-to-the general public's __ -- ❑Commercial ❑ Public /Government E]Prrvate/Communiity ❑Yes ®No c. (1) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ®Yes []No (fi) Number 1 If yes: (iii) Length -� VL (ii) Number 3 (iv) Width 6' {Iii) Length 27' (v) Floating []Yes jJ1No (iv) Width 4' (v) Floating 93Yes []No e. (i) Are Platforms included? ®Yes ONo f. () Are Boatiffts included? ®Yes []No If yes: If yes: (if) Number 1 1 * *2 total (ii Number 6 (ili) Length 70' 0 wo (di) Length 12 5' (iv) Width 6' oar (;v) Width 12.5' (v) Floating ®Yes ❑No ❑Yes ® No !Vote. Abated areas are calculated from ddpline dimensions. g. (i)6Number of slips proposed h. Check all the types of services to be provided ❑ Full service, Including travel lift and/or rail, repair or (ii Number of slips existing maintenance service 0 ❑ Dockage, fuel, and marine supplies ® Dockage (°wet slipsl only, number of slips: 6 ❑ Dry storage; number of boats: ❑ Boat ramp(s), number of boat ramps: ❑ Other, please describe: 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. 25' m. (1) Will the facility have tie pilings? C]Yes $]No (fi) If yes number of tie pilings? 0 j. Describe the typical boats to be served (e.g , open runabout, charter boats, sail boats, mixed types). open runabout 1 (1) Will the facility be open to the general public? ❑Yes K]No W COVED pr; 4 ! 2014 laC:ivi- i, /1HD CITY m =� v �5^ 3 3 w: c ° � ; ' .. � " •ti : _ � _ "'''� ::� f "�" ,�1 "'"t e 1:. � += v JVIS ad3 14 Z71 14S Thssetorr not app�20 DOCKING FACILIT9%ARIMA, OPERAMMS able� a Check each of the following sanitary facilities that will be included in the proposed project Cj 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. AM a f. Describe the special design, if g. Where will residue from vessel h• Give the number of channel mart i. Give the location of fuel- handling j. What will be the marina policy on concaming inuus►r�ai type be disposed of? Wake' signs proposed:_ I describe the safety measures live- aboard dockagel k. Describe design measures that promote boat basin flushing? .SUkIll as F aupy, aanuumoul iw VV%OLc rims Nouv­ Nivuu\aa. to Orotect area water quality I If this project is an expansion of an existing marina, what types of services are currently provided? ?ECEi�teD MET 1 2014 )CM, -MHiD CITY uv�6� �•I� i� °, . i� 2 iw A °�-Y lq f ��'..�� \ -7 l .rn J�, 03t. M� � -� �.b�•d�� {rte M1 �e.� �� Xa.��i� o i_ � ya �w� •i Describe the disposal of solid waste, fish offal and trash How will overboard discharge of sewage from at be controlled) (I) Give the location and tuber of "No Sets ge Dischar ° signs proposed. (d) Give the location and nu ber of'Fum ut Available" si s proposed. f. Describe the special design, if g. Where will residue from vessel h• Give the number of channel mart i. Give the location of fuel- handling j. What will be the marina policy on concaming inuus►r�ai type be disposed of? Wake' signs proposed:_ I describe the safety measures live- aboard dockagel k. Describe design measures that promote boat basin flushing? .SUkIll as F aupy, aanuumoul iw VV%OLc rims Nouv­ Nivuu\aa. to Orotect area water quality I If this project is an expansion of an existing marina, what types of services are currently provided? ?ECEi�teD MET 1 2014 )CM, -MHiD CITY uv�6� �•I� i� °, . i� 2 iw A °�-Y lq f ��'..�� \ -7 l .rn J�, 03t. M� � -� �.b�•d�� {rte M1 �e.� �� Xa.��i� o i_ � ya �w� •i m Is the marinaldocking facility proposed within a primary or secondary nursery area? (]Yes §QNo n Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? clYes ONo o Is the marinaldocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SS), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. MCW psAV C1s® CJWL ❑None 196 + 668 = 864 sf p Is the proposed manna/docking facility located within or within close proximity to any shellfish leases? []Yes ®No If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. S BOATHOUSE (inclr cfingcotrered 11fis) a. (1) is the boathouse structure(s). []Commercial []PubliclGovemment ❑PrivatelCommunity (ii) Number (iii) Length (iv) Width Note: hoofed areas are calculated from dripline dimensions. . , , , Y - - ��'hissectioainetepplrcable 4° GROIN (e 9-, 14664' iheetpile, etc. - It a xqc- groin, usa'MP 2, Excairatroh and FIX) &ms's section arµot- applicable a• (1) Number (IQ Length (ill) Width (e.g., good,- sheetplle 6(e;) _ '> �7�tis se oh not�2plicabte a• Length b. Average distance from NHW, NWL, or wetlands c. Maximum distance beyond NHW, NWL or wetlands a 966 I NG PdufflGS-alnd 0UOYS ® this motion not appllsa6i9i a. Is the structure(s): ❑Commercial OPubiic/Govemment ❑Private/Community C. Distance to be placed beyond shoreline Note: This should be measured from marsh edge, if present e. Arc of the swing b. Number d. Description of buoy (color, inscription, size, anchor, etc.) e�:3- :%�1��a�i�� ° '- :i'3••ab.���5i,, �i , �r���° ?z�3'•�._�:�.�•ta:K:�s�at.a:.�: .. � 3�a:'�`�.��'�,y3 Z- GENERAL, a Proximity of structure(s) to adjacent riparian roperty lines b 5.38' $'t°.w� Note* For buoy or moonng Itling, use arc of swing including length of vessel. c. Width of water body 400.51' e. (i) Will navigational aids be required as a result of dhe project9 ❑Yes ®No ❑NA ti!)_tf ye4, ex-1 i -what type_ and.how- thekuntLbe_Implemented. Proximity of structure(s) to adjacent docking facilities 320' to the west, 442' to the east d. Water depth at waterward end of structure at NLW or NWL -8.0' NLW , ®This sectforrnot applicable a. Give complete description: - 2001 ` Fro nt "Streef b 6c 'Construction Applicant tv��ti8.5 x ai 201--0; f FRONT - PTI I OCK ASSOCIATION; =INC. - _ - - Ap ii►L'f *�5jgnsture REOUVED OCT 12014 DCM Ali H;1 C;,xi'y ) FILENAME C) LLJ REV DATE O W 0 O n IQ 10/24/14 O 21 �i> "� a o wI o 3N1� �12�3dOdd M3N Lu C �' m CD co z w + 69 l o d i°o �n o o C° N 9Z �6 -' <<0� 5 l °Z I N o a Q v N z z ° <05 <8 cn S o z M �o '> kD ° o ao Cl o o o I O LENNOXVI LE RD 0 0 ::E H Ld o w \.o I � I FRONT ST w ______ _____ _ _ - -_ -_ i n -__ __._.._. _w.l_ ---- -- -- - -SIT - . u� o Ln Ln t cD W o- 0 o o Z �� o L ao-- i0 Z O `'� ° rj o C i � w TAYLORS CREE �� o 0 CO ?�� mz _z 3N1� Xld3d0'dd M3N H O S \D ,°n r Qom° -' f Z9l N T S o �� �' 6� L8 3 «�� �l °Zl N a oo�� 3 "��`�� °Zl N t% VICINITY MAP xn Y� I A 3 <<q �� °Z I N f 2� o I I o o I>w 1 W Y v O0 Y N n rn o o co i W � � d �o �o o 100 / 14 Iw o Im CD \ ti 4 O L z � z c, zN I O U Z_ ° O a °, C9p o \X� c� m� p� \ Z o a4 M 91Z S y 4 oZ��w N Z9 lS - ' o0ooa AS SL 6ti6'b CD M „ZZ9t S ,.Zl 1N3W3SV3 H e m n u ril ,Z9 L9 a d E L r u 99Z' 19,92.9L S U �S 6l�OZ W S M g °Z N 1 I3W3SV3 N000 4 I 0o J W r �a j O 0 O H S a oya �z7 9 O ` 01 U I n a 0 v� a L LU LU o O 9 �� o �u �cocp 0 2� �� o a)� J w Cyv �p��lOO 3 �� U Q O cn co c9 �— > o i o o s c� ao 6 co cP (� �N C6 c- N Z o`° N"o p C-A co j� !c- r �n F ,�� 'c,- <z< 60,- w d o ! 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M H A N Z a v EXISTING - WOOD DOCK �I II dock OycK o4 ¢X,stm9 s 4�on� Bonn {e� vxo st Png dock and ao exxs � PEE JR G� PRIES P � 23 �0 M8 1, �5�Sg5 50 PG i i w N N Q0 N z n N O NORTH BANK OF TAYLORS CREEK AT DOCK CL STATIION 2 +58 25 SOUTH BANK OF TAYLORS CREEK AT DOCK CL STATION 6 +58 76 400 51' TOTAL WIDTH OF TAYLORS CREEK = EXTREME OCK ENCROA PILE IS T IDDO4 70 (865 STATION OF 3 +32 95 D TAYLORS CREEK WIDTH) SS ° `o o o CA3 CO rrt _ 1 J. EXISTING - WOOD DOCK �I II dock OycK o4 ¢X,stm9 s 4�on� Bonn {e� vxo st Png dock and ao exxs � PEE JR G� PRIES P � 23 �0 M8 1, �5�Sg5 50 PG i i w N N Q0 N z n N O NORTH BANK OF TAYLORS CREEK AT DOCK CL STATIION 2 +58 25 SOUTH BANK OF TAYLORS CREEK AT DOCK CL STATION 6 +58 76 400 51' TOTAL WIDTH OF TAYLORS CREEK = EXTREME OCK ENCROA PILE IS T IDDO4 70 (865 STATION OF 3 +32 95 D TAYLORS CREEK WIDTH) SS ° 0) r� O N i Ln Q0 U MARSH �ZNE N �ZNE MpR O [ O O N \ i i I-- ` 66a wi I �v) t w � (n Ln �l U� 1 I f I I } I � i I f I J , r f — — o o 0) r� O N i Ln Q0 U MARSH �ZNE N �ZNE MpR O [ O O N \ i i I-- ` 66a wi I �v) t w � (n Ln �l U� 1 I f I I } I � i I f I J , r f — — s o 2001 Front Street Dock Construction Company name Engineer George G Aiken, PE im 2001 Front Street Dock Association, Inc Prepared for 2001 Front Street Dock Association, Inc. 8025 Creedmoor Rd 3 N # PLAN AND PROFILE OF PROPOSED PIER Raleigh, NC 27613 ° CA3 CO s o 2001 Front Street Dock Construction Company name Engineer George G Aiken, PE im 2001 Front Street Dock Association, Inc Prepared for 2001 Front Street Dock Association, Inc. 8025 Creedmoor Rd 3 N # PLAN AND PROFILE OF PROPOSED PIER Raleigh, NC 27613 ° Existing dock lift Iles SET TOP OF STRINGER R 9 f P AT BOTTOM OF BEAM rouble �o�n J Deck o Dock ELEVATION 7 7 (NAVD 88) am Pd. P. ° -� il. s' ; �,4 f Existing at 12 mnft, span i ` _ k r°o s i Connect existing power and water via steps from I existing dock elev 4 21 I I �^ I I I ft� j Er,I IF�9d ���t Gc 25 t NORMAL IGH WATER (elev 1.70 - I I 200 ft NOR L LOW WA 20 -NAVD 88) Sz I I I L L Dock Profile 1" = 8' \\`�� CAI ?o /i/'s� :9X SEAL ®39 10,_0 11 2x6 decking typical span 2x10 Joist- 3.55 HD6aly Thru Bolts It i 2x10 pile cap- NHW (elev 1.70 - NAM 88)** " timber piles Tir bet Pier Sections 1" = 4' D 88) X16 i� 6 6 -0LE 16 -0• 0 0 o a F", : -0• E%ACL LAYWT OF PILES PER FLOA -PIER AND BOAT LIFT 4 MANUPAONRERS9EQFICATIONS zA a J LL 0 o L" Platform and Finger Pier Detains 1" = 16' f'EC E; vE` '.'� 7 9 1 art;