Loading...
HomeMy WebLinkAboutNTB_17-31_TurilleCoastal Management ENVIRONMENTAL QUALITY May 10, 2017 Stuart Turille, Town Manager 2008 Loggerhead Ct. North Topsail Beach, NC 28460 ROY COOPER Gowmor MICHAEL S. REGAN Interim Secretary BRAXTON DAVIS Director RE: EXEMPTED PROJECT (MINOR) EXEMPTION STRUCTURAL ACCESSWAY (15A NCAC 7K .0207) — Exemption# NTBEXI7-31 Beach access walkway — Barton Bay Ct. and New River Inlet Road, North Topsail Beach, NC AREA OF ENVIRONMENTAL CONCERN — Ocean Hazard AEC Dear Mr. Turille: I have reviewed the information submitted to this office in your inquiry concerning the necessary filing of an application for a minor development permit under the Coastal Area Management Act. Based on the information provided, I have determined that the activity you propose is exempt from needing a minor development permit if it remains consistent with your site drawing dated received by DCM on 5/10/17, and meets the conditions specified below. If your plans should change and your project will no longer meet these conditions, please contact me before proceeding. STRUCTURAL ACCESSWAY EXEMPTED (1) The accessway must not exceed six feet in width and shall provide only pedestrian access to the ocean beach. (2) The accessway must be constructed to make negligible alterations to the frontal dunes. This means that the accessway must be constructed on raised posts or pilings of five feet or less in depth, so that wherever possible only the posts or pilings touch the frontal dunes without any alteration to the dunes. In no case, shall the frontal dune be altered to significantly diminish its capacity as a protective barrier against flooding and erosion. (3) Construction of the accessway be shall consistent with all other applicable local ordinances and N. C. Building Code standards. (4) No portion of the proposed walkway may extend beyond the mean high water boundary; nor shall it extend onto the wet sand beach. The walkway shall terminate as close as possible to the toe of the existing frontal dune. This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State, Federal or Local authorization. This exemption expires 90 days from the date of the letter. i ceWLPO Jason Dail, cc: DCM — WIRO Terrie Woodle, Town of North Topsail Beach nothing Compares State of North Carolina I Environmental Quality I Coastal Management 127 Cardinal Drive Ext., Wilmington, NC 29405 910-796-7215 E SUBJECT PROPERTY IS LOCATED $� WHICH A 5� TIs H A AS TH DETERMINED BY E FEDERAL SNCY. AND THE NATIONAL FLOOD fl AUNITY PANEL NUMBER Z 0.L NOYEIABER 3 arms ml A LZ — (20110 184 NM OBTAINED . GEODETIC RENCE STATIONS RIQ K a Q � � 1 1 A 1 10 4Y COURT JSMNBENCALT-PRIVATE) EMN R/W �I I QI WO�JTr s' enY FLOOD ZONE 'VE" (ELEVATION-16.0'+2') Im rump) I R/W F'E� -'I✓E� dGU WILMINGTON, NC MAY 1 0 2017 OPEN SPACE FOR BARTON BAY YACHT CLUB LLB. 39. P. 134 DICNSON h WALTERS D.B. 4179, P. 936 S31'39'49'E 187.84 A 16 147.31' )( ).Y Xce X.I. xw�' i(2Y I49.3Y N3139'49'W 187.2W i I �I I NOW OR FORMERLYDICKSO £I RS P.O. 41799, At 1P. 936 I PORTION OF I� M.B. 29, P. 142 I LINE TABLE TINE / IENGTN DIRECTION L1 10.00' N60'IB'18'E L2 IO.o4' I fie3a2'20'W BOUNDARY SURVEY do PRELIMINARY PLOT PLAN FOR THE TA7VLT AT LT^"MTT TAV%A A TT TIT A IVTT I I I I ATLANTIC OCEAN �ry J B LEG CC — CONTROL EN - EXISTING C OP = E%ISINO EIR = USING EMN — MS13NG EPK = DOSING P ERRS EKISTIN( MBL = MINIMUM NMP NON M% R/W = RK,YIT O1 SCM — SET CONI SIP — SET NtON SIR SET IRON SMN — SET MAO SPK - SET PART Q - CENTS" YYBYY — WATER W epo — FIBE HYDI — WATER VA ® — SANITARY ® — CLEAN Do ® — TEL PHON ® IElEN51q ®- Eam OPI # — UGHT POL POWER PC K = POWER UA Bids being accepted by May 12`h 2pm at North Topsail Beach inspections department (Terri) Wooden Beach Crossover to be constructed over sand dune in the location of Barton Bay Ct. & New River Inlet Road. Material shall be pressure treated wood, ground contact minimum 2 inch nominal thickness, maximum stringer and joist spacing 16 inches, double 2 X 6 inch (one each side of post with 5/8 inch galvanized bolts and washers) drop girders bolted at each piling Stainless screws shall be used only minimum length 3 inches Piling shall be 6 x 6 pressure treated ground contact type and shall be in the dune a depth of minimum 5 feet. 5/8 inch galvanized bolts and washers shall be used where needed. Road side steps shall have toe kick plates, minimum tread depths two 2X6 inch, maximum tread riser height 8 inches, hand rail heights 34 to 38 inches Beach side steps do not have toe kick plates, minimum tread depths two 2X6 inch, hand rail heights 34 to 38 inches Roadside view shall be stairs— platform — stairs — platform —stairs— main platform —stairs to toe of dune beach side. Platforms minimum top rail height a minimum of 36 inches Top platform, decking and steps shall be 6 foot wide with handrail or guard rails set to outside Handrails: Top Handrail 2x6 Middle top rail 2x4 Third rail 2x4 pGM WILMINGTON, NC Ito 1 12011