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HomeMy WebLinkAboutNTBEX_13-84_ 2 Ton (2)Pat McCrory Governor 2 Ton LLC Attn: Mike Tuton 1000 Hunters Trail Jacksonville, NC 28544 ALVT4 �� ,F 3 21 2ozZ NCDENRn� North Carolina Department of Environment and Natural Resources Division of Coastal Management Braxton C. Davis Director December 16, 2013 Exemption Number — NTBEX13-84 John E. Skvarla, III Secretary RE: EXEMPTED PROJECT (MINORS) SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD FLOOD AREA OF ENVIRONMENTAL CONCERN — (15A NCAC 07K .0213) PROJECT LOCATION/ADDRESS —Lot 31, Gysgt D W Boatman Drive, North Topsail Beach, NC Dear Mr. Tuton: I have reviewed the information you submitted to our office concerning the necessary filing of an application for a CAMA Minor Development Permit under the Coastal Area Management Act. After making a site inspection on 12/10/13, 1 have determined that the activity you propose is exempt from needing a CAMA Minor Development Permit as long as it remains consistent with your project drawings and paperwork, dated received 12/5/2013, and it also meets the conditions specified below. If you plans should change and your project will no longer meet these conditions, please contact me before proceeding. SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD FLOOD AREA OF ENVIRONMENTAL CONCERN EXEMPTED All single family residences, including associated infrastructure, accessory structures or structural additions to an existing single family structure, constructed within the High Hazard Flood Area of Environmental Concern are exempt from the CAMA Minor Permit requirements provided the development is consistent with all other applicable CAMA permit standards and local land use plans and/or rules in effect at the time the exemption is granted including the following conditions and limitations: 1. Development shall not be located within the Ocean Erodible or the Inlet Hazard AEC. 2. Any building shall be constructed on pilings and comply with the North Carolina Building Codes and the local flood damage ordinances, as required by National Flood Insurance Program (NFIP). 3. The development does not require any permission, licensing, approval, certification, authorization or approval from any state or federal agency. 4. A signed AEC hazard notice indicating that the property owner is aware of the special risks and conditions associated with development in this area. This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State, Federal or Local authorization. This exemption expires one (1) year from the date of the letter. Sc ely, ,, J on ail, LPO Cc: DCM — WIRO Terre Woodle - Inspections, NTB PARKER & ASSOCIATES, INC. Consulting Engineers - Land Surveyors - Land Planners 306 New Bridge Street • P.O. Box 976 Jacksonville, NC 28541-0976 (910) 455-2414 • Fax: (919) 455-3441 www.parkerengineeringandsurveying.com Firm License Number F-0108 LETTER OF TRANSMITTAL TO: Mr. Jason Dail NCDENR - Division of Coastal Management 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 WE ARE SENDING YOU: DATE: December 4, 2013 REF: Lots 31 & 32B, Block E North Topsail Shores, Phase III Onslow County, NC CAMA Permit Exemption One (1) copy of the Preliminary Plot Plan for Lots 31 and 3213; One (1) copy of the house plan; and One (1) Check No. 69114 in the amount of $100.00 for CAMA Permit Exemption within the high hazard flood area of environmental concern. DELIVERY VIA: 9 Regular Mail ❑ Hand ❑ Federal Express ❑ UPS Overnight ❑ UPS Ground ❑ Other THESE ARE TRANSMITTED AS CHECKED BELOW: ❑x For Approval ❑ As Requested ❑ For Review and Comment ❑ For Your Use ❑ For Bids Due ❑ Other COMMENTS: Edwin N. Foley, P.LWS. RECEIVED Copies To: Mr. Mike Tuton - Hunter Development Corporation (Lot only) DCM WILMINGTON, NC ENF/bab CF (P), LAM (if enclosures are not as noted, kindly notify us at once) D E C 0 5 2013 c 1.LOT.ENE Dail. Lots31&32BNorthTopsailShoreslII.CAMAPermitExempt.12.4.13 EMAIL ADDRESS: TEXT MESSAGES TO: Daitext@bizec.rrcom MAPS and PLANS TO: paidraft@bizec.rrcom 1-2 Legend: House Staking Data Ac - Acreage 50.28'x48.00' AG - Above Ground 5' 0/5 Left-4.42' BG - Below Ground 5' 0/5 Right-25.50' GL - Ground Level Diagonal-69.51' ISF - Iron Stake Found M.B. - Map Book MBL - Minimum Building Line Pg. - Page PP - Power Pole R/W - Right-of-way s.s. - Sewer Service w.s. - Water Service ohpl ------ - Overhead Power Line x - 3.3 Existing Spot Elevation a-9 - Wetlands Flag WETLANDS LINE "A" TO "B" BEARING LENGTH N68°45' 29"E 20.30' N60°20'44"E 13.51' NO3°44'29"W 5.29' N23°08'18"W 19.06' N89°41' 10"E 16.97' 560°49' 49"E 18.61' 548°27'40"E 16.25' 589°02'45"E 14.21' The GPS portion of the boundary/control work was performed to third order, Class I, FGCC specifications, the coordinates were obtained by Real Time Kinematic Differential GP5 Observations using Trimble Survey Grade 5800 GP5 Unit, NCGS RTK Network Adjustments to NC Grid NAD '83, 2011 Adjustments with the Average Relative Positional Precision = 0.06' (n N 0 aodd� " a uD D �--; 0 0LnC m 3 Q 7s N29°17'25"W i o v 9.97' <, �o Lot 328 M.B. 50, Pg. 211 Plan "The Seafarer" 40.28'x48.00' - Excluding Porch N64°13'44"E 80.20' 0.23 Ac, 404 Wetlands Line 1 Q dn.� SITE oh 5eo 6 <Z�\e� Road Vicinity Sketch Padgett Properties Marsh _ D.B. 1719, Pg. 489 Area M.B. 4, Pg. 106 J" ISF 2" AG (There is no normal \ N high waterline present) 8g°SI11N87°17' 05"E . W W 6 63386 56.23' W W a-5 ao �" ' I51F Wetland "Afti \V BG Ln M Wetlands— �IO, }" ISF W W Wa-6X MeZ 3" AG a-9 W W Y Wxa-7 \ a-3 1' 8„x6, 0„ ^ "B" Bay Window rn W � On Second Floor a-2�'. 1\32A i Ironman Properties, LLC. D.B. 2615, Pg. 742 I 10' Utility Easement Per M.B.50, Pg. 211 I5Fl BG I N64°15'20"E 74.63' 10 1'8„x6'0" W a-1 3 I rCovered Bay Window 00 Porch On Second Floo L 20-1311 4 _ � I Covere I Porch x 2.8 Z 3 x 2.6 Proposed 1" 20 14 O o I2 Story On I w 3.3 x Piles e '_ 0 Roof Proposed I V`) , Overhang 2 Story On 20'14" Piles I , 3.6x 29.56' 20' 14" 30.50' 3.6 ropose 20' MBL ' ISF GL Pervious v — _ _Drive �°• ISF 2 o0 one � 2" BG 564°13'44"W 154.78' ISF EL. 11 Proposed GL o Pervious I I Flood Zone "VE" Drive w EL.12 31 RECEIVED M O DCM WILMINGTON, NC N 2 Tun LLC la ! ca,v D.B. 4072, Pg. 267DECq q } w Flood 9 DEC U 5 2013 Line Dwelling will be in flood ISF reixminar� Plat zone "VE" Elev. 12.0 Per FIRM CPN ' 370466 4298 J, Effective Contractor to install _ R/W T-E7t for reCordati November 3, 2005. (Town of new water and sewer SGon, North Topsail Beach) ea Gull Lan services. conveyances or salesImpervious Surface Area House Dimensions shown are Der i n t Tl /TAT ���Im�n �a„A•m�m ,,a py� iama-mr«taoTS 5- 6- oc. FRON a axe o�cn• oXpc ears KNEE BRACE DETAIL (K.B.) vbaa aam, rz• 1/2"=1 � 0" 1. a wplix osnmalm iHooma Al sPa=•a Tgn I `2) 1' F re Sob a ool s smog S ell Lrrero Hsad Track FIYe BImIDJrp IrerM Wool te'Mln. ASW DIIp ? GYpaum H-swd T— ASW C P T 3IC Type 5 Pan Heed $mew 2'FeeNae aeX emu. A Space 1 Fro-snba sn.n Lam Typical Roof Junction - Section View 1-1 !*k 1— ■■FF; �-■ ASW C p 3rz' Type S Pen Haetl Screw 'Gypsum na swda e• oc wl s,mF n.e. can lib. 1-Fillr space lresXba sMX lJnx Intermediate Floor Intersection - Section ErglneeM Fbor Tru 1st Floor Intersection Section View NOTE: wnen.,'Air space e nE Ben Tx4 Still19' OC wl ianM sa ememery a ,2' Fleenav flan ewe. adpnn, Irem na memeere a/4' Nr Specs t2' F re smdd G Gypsum ' FiroBnba $,mX Lkir Neaena ere roeuired to cover -s,uda era H-Stud Track. axe R Pbr z• H-sve Tracx cww se.bm 4•wmm com saes . I COMMON WALL 2-HOUR FIRE RATING UL Design No. U336 FIRE WALL e• m , r � ------------------------ 3T-75/8"Bldg. Ht. near ea- n smrg�.a A.Aepsp�lba � ze•x aa• r-,w z,v oam.mlye Lourer 8'Feeoe T •Tnm 4•cpne� Her HI. r-a irc T 1V i17W e� ■■ MINE � _N��_���ICI=I =ME _moral=��■Ip II■■1=C■■� EVEMC � - STREET FRONT S"—Pldd 4 o 4 a 12 WATER SIDE ELEVATION 5a1p"eS fl Spec. soon oem.rg, Tro. Xe wrryl W Mows M Spec— vkrylcor.,Th. N Slmy As Specnbd ' Wnae V,* Bann 0" Dome Wnaow— vlml crane, Tnm r. I UW Th. 112 BeM Th. '. 4Xs- Da a 1 1 PT Fw Wrapped ime�.T. ran e. Aa spernlea ter Tnm Ae Specned "a.nd wreppM B a.s• a m fLll, arum Wa d d o v U to C O N _N ETO 0 —Z N Y > N Z5 va oar x va Novo cc 120 zr w N Q W 0- z ao=o �a O¢>w3 WoomS 2U�= NUZ�F a r/lLL Z W Y W z 3iQ?w 1o20�C N w Q Q J HuU(czLL Q W Z 060 J cc J W LL Wf] 0 W W A` N� W =3 O COCIS C/) 3 F— M Date: 9-12-13 Rev. RevR. Rev. S. 1 of 4 Elev. Water Side Erg'N Seem I EndN Beam I Covered Porch Above E�g'N Beam EnpN Beam 511 �I� I as 11� I E III 'p.s a.e eae ,2d IIw` 1 u5 .ae-D; „E E ela "g Parking g a y e.e? Nr. FINIWWI Nr Delslb EI � I UD II ' J q' SO uR I R IIE I P ion[ IIR ere Kree 1rB Kree 5___Ep . 'i, 12 1 st Floor Plan 4 0 4 e 12 9' Ceiling Ht. 800 s.f. ti U OD m — N ETU o Z »�v dcfl� 0=�Z to HO ZF W u-w 0 o2a- ¢yQw aZ®U Q a0�¢ a O LU O— ¢Ud= N 0 Z W Y W Z ;iQ?w cromor< N % Q ¢ J FOfrzLL fn _NCO LL Q J cc Z d 00 Ir0 0 IL 11-7 X 11-4 rt-+• O .a CO I+ o ^^>` W -0 S2 26 a-2 LU 06 ec— —ea 0 CZ (15 0 C m a) U� H M Date: 3-12-13 Standard Plan: (Each Unit) Rft. 1 st Floor = 800.0 s.f. R.. 2nd Floor = 810.0 s.f. R 3of 4 Total Heated Area = 1,610.0 s.f. sheet