Loading...
HomeMy WebLinkAboutEX29-21 BrownROY COOPER Governor ELIZABETH S. BISER Secretary BRAXTON DAVIS Director Charles and Teresa Brown 2761 NC HWY 210E Unit G #204 Hampstead, NC 28443 NORTH CAROLINA Environmental Quality September 29, 2021 EX29-21 RE: EXEMPTED PROJECT SINGLE FAMILY RESIDENCES WITHIN THE ESTUARINE SHORELINE AREA OF ENVIRONMENTAL CONCERN (15A NCAC 07K .0208). PROJECT LOCATION/ADDRESS — 122 Old Village Lane, North Topsail Beach Dear Mr. and Mrs. Brown, 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 and have determined that the activity you propose of a deck expansion is exempt from needing a CAMA Minor Development Permit as long as it remains consistent with your project drawing, dated "RECEIVED DCM-MHD CITY" September 23, 2021, and it also meets the conditions specified below. If your plans should change and your project will no longer meet these conditions, please contact me before proceeding. SINGLE FAMILY RESIDENCES WITHIN THE ESTAURINE SHORELINE AREA OF ENVIRONMENTAL CONCERN EXEMPTED 1. All development shall be located at least 40 feet landward of the normal high water level from waters classified as Outstanding Resource Waters (ORW). 2. No ground disturbance or land disturbing activity shall occur within 40 feet of the normal high water level of waters classified as ORW. 3. The development may not exceed a 25% built upon area within 575 feet of the normal high water level of waters classified as ORW. 4. The development shall be consistent with all other applicable CAMA permit standards, North Carolina Building Code standards, local ordinances and local land use plans in effect at the time the exemption is granted. 5. This exemption does not allow for any development within any wetlands or open water areas. Any proposal to modify or alter the development plan as proposed will require additional authorization from the Division of Coastal Management. DEQ�� North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557 uoaTMccAou�n 252.808.2808 Brown Page 2 This exemption does not eliminate your requirements to obtain any other State, Federal or Local authorization. Construction of the structure authorized by this exemption shall be completed by December 31 of the third year of the issuance date of this exemption. S`iincce"r"e'ly`%'��� Curt WeycheGrt Environmental Specialist 11, DCM cc: Roy Brownlow, DCM Kate Winzler, NTB Permitting Specialist Nathan King North Carolina Department of Environmental Quality I Division of Coastal Management Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557 y.Hcr �^^^�^�a�^d•^W �� /"� 252.808.2808 J Izryl Rri11.1: n�rs lsr(�+.�!, diRIM.D �''ta(.gFea Urp lvr r: nrtWilluFUaU Ivu .. IOU X),l lD°•L,rjM `'P'U IDQEG L_ Ir1IRU UF:e�r � •.Ebbrin. d llll'1. 1.1 ..r a RECEIVED (5EP 2 3 2021 CCM-MHD CITY Ili j x �I h��J�ili���� ����1!IBfQ���LI�II�Q1��60�1iQ��10��➢►� ������(<<�I��►I�Q��f��p�DI'��� 1 src aLl Im rclr -Tiu'1 ULGC. JUtYI:._. __. -.� rMrclullp .Il PROI'1'fll dRD(R VEIUi'KNIJUSD r ILL FIRST OL CNIFr !IFWFILIO VC RII"AN)JUSII /—� E %WIINCL.OPI VILFR NADL1ASSUMII'MC IR o ti cnnx rF NF PACII Y 61:'.000f .IIPAC.IIY ' I' .r 101. F)IJor, REAR ELEVATION SCALE1r0`=1'-0" DETAIL NO 4 -TYPICAL BUTT JOINT CONNECTION SCALE NTS r FULL WrOA [ IT "ITT Gov STEELBOLli OIM /e[AN 2' OR C STRAPS CONNI C ❑A DE121-�— BARU OR GIRDER TO PO F, P OE TAIL NO 2ON GUTSII IE FACE OF JOINT STNM — �15' MAY OE OIdII FEO NEIGH L E SS IAANW %OF"ILL OAS FAREA I:i NOTCHED V AN41((W10 LONNCIilpk9 HIS OVERgA0 Y1EMBNIDGWC[R-11111Uf NfW LO NRLfA LONML,bfD OF LWY�P/MMJ CONMCTION T� VOL, wLV STEEL crgeS E4 BOl i0 � p Silk BLIND NOTE ALLGALV4iLTLAWIPS�OUC 1'M1W'-0 LWp.7111./ NXFS i 11NO1p11 EA[N FlA1lLL Z AVG GRACE: .- E%ISTING - •B-O' F%ISTINO•r O,W P4OPU V U - RL6IDENCI UNCOVERED DdCKN%TCNS�UN -r6FLECK iIIi RIGHT ELEVATION SCALE' 2 OISTS �J. 14x12 q % \ eAND E. O" Bice PT POST ANGLE SOS P ICI F\ °—' BRACE u NOT TO SCALE _ 6.6 BLOCKING AT ? I BOTTOM OF ANGLE --'-- - ! m' 'BRACE USE 4-Ya' IHNU 5+ �� BOLTS TO ATTACH i FL °O OON H w n I - ANGLE BRACKET AND JOISTS n BLOCKING TO STU) A _ / COLUMN ANGLE BRACE (AB) FRAMING DETAIL: STRUCTURALLOADS. FLOOR DEAD LOAD - 10 PSF FLOOR LIVE LOAD - 40 PSF WIND - 130 MPH ASCE 7.05 E%P D ASSUMED SBC- 2,000 PSF DETAIL N0. 1 - TYPICAL PILE CONNECTION NOT TO SCALE EXISTING RESIDENCE TO REMAIN UNCHANGED i 8ElUd —' 4 -SJ8'DIA %10' EXISTING 3RD LEVEL EXISTING ---- GAtV STIFF TS 1 I DECK UNCOVERED DECK DECK ABOVE E ti1 NAP LON1411�1 T I I DARN ^-I' UB CANTER 1UfI1f, P(R �\ VI'li 1• \ •E%ISi G:. — OFIAILNO2I,I.OU1$UF B%dP LI! TACI OI JOINT !ITFIAT Mit", PROPOSED UNCOVERED nuIAS OM1TI it \"API,, STHAN iV% Of Pit F AP.ET. IS N. IED DECK EXTENS1014 FITI.OT,;s to nId.I VN - 16O"%2V5" DETAIL NO 2 - GALVANIZLD 5TEEI. STRAPS " THICKNI-SS. 18" LLNG1 H, 2" AND 4" WIDIHS SPECIFIED NOT TO SCALE 1.. IYPICAL STRAP 13OLT PATTERN 0.. 3 S" NNIL ON Ml11 11 FOI1 T ITIE'INS .trtL ACCNDIDA IN T rnn ATIV ORI THAN Now.OM INTO lIM NOT VNIY MUI3L I INN!_I %<UM i1N1 'v 11UL'M DETAIL NO 3 - TYPICAL FOJNDATION CORNER CONK-C71pNS NOT TO SCALE TOP VIEW 2" ] I RAPS I'Lle Dr. rAJL NO 2 >j,A x,P- >. rnU .rl[Lt WLI. GPI NO ac( IV NO x awMINSIDE biEN' _RU•1 DIIIILAA Non:Hrn nau nMA:a Pllr In,F IOw.lwtaN NOIt11L01N1U l rNrtO llVa/11 r 'INC, lxkl NUT(II /'pIA) Ir =A � GN V IKA14 Y:TOPP". 1P /JI 1'Jn'P4f IPI SIMPSON PS 413 S -RAP PC DETAIL 21NS TN LED ON OUTSIDE FACE OF 2-PLY PAND TOTAL OF 14) WIT CALV BOLTS. STRAP SHALL BE BENT AS RE UUIRED R1 3111,2011) `11LL111II1111/III �N ICARO IN °'•,,SIGN 1j1IIIIIITA� 29.g PROPOSED 211D FLR DECK LAYOUT SCALE: I/8"=1'-O" EXISTING RESIDENCE TO REMAIN UNCHANGED e%RIIIIG GFCN I1N1010 XEAWN d' ul :uno 22a: cm11O vmu,x I!Pr G4 12 1 �L.OVIIECI nECI il11 NIGLEI A IxIx GalITkT I0Ku4 6 IT -B' IONG. \N H }. YA'i11If,II IROWI DICII I - CFON a IAU 10 FT FW1G IFS I C 4r SIVIIINCi11, f IT IF 2%v., SEP 2 3 8CM-MHD Ira• .ILOPfIjEO}•FPi O.V4t w _G l O C PPOPOFEO.Y T Iµt LAP EASIMCAl13t9 'ONI 1�='aWZ2 P'N W14iI NA0.4A1PU(' �o Q' y 010 n W 1zlr -I PROPOSED 21VD DECK FRAMING MCFNI ETINxxEevcE. IOIST W4li 0F! ]JPI 0IS W4J4N SCEOE SCALE 1/8"-1'0" -- ExI.RVAII NSTOPO1 YILPE JVI51510 W:f 11 GAG ANGLC URACE FROM 22.12 BAND J3NO a ve"R RwO 1101.13 I INOLE IYtA,E SECME TO 8.8 PT PILE INS FALLF_DAL 50' SEE ANSI to 2aw2ONw O DEULILON THIS SHEET 'S"O TALI, ANGIe —� IWACAFTA NOTE ALL BEAMS NOTED ARE IN THE CEILING OF THE FIRST FLOOR THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY WAY WITHOUT 1HE EXPRESS CONSENT OF WESTON LYALL, PE, PLS. PLLC ANY PARTY THAT TAKES PART IN DOING SO IS IN VIOLATION OF COPYRIGHT LAWS. IT IS THE SOLL RESPONSIBILITY OF 1H@ CONTRACTOR ANDIOR BUILDER TO CONFORM TO ALL STANDARDS, PROVISIONS, REQUIREMENTS, METHODS OF CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS ANDIOR STRUCFURESAS REQUIRED BY N C UNIFORM BUILDING CODE, LOCAL AGENCICSAND IN ACCORDANCE WITH GOOD BUILDING PRACTICES VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION WESTON LYALL, PE, PLS, PLLC BROWN RESIDENCE WESTON LYALL, PE, PLS, PLLC 214 US HIGHWAY 17N. SUITE 1 722 OLD VILLAGE LANE HOLLY RIDGE, NC. 29445 NORTH TOPSAIL BEACH NC PHONE: 910328.9961 FIRM OP•0937 DECK LAYOUT 8 FRAMING STRUCTURAL B CIVIL PLAN ENGINEERING G IriT3 RECEIVED SEP 2 3 2021 DCM-MHD CITY Parcel Tax Year Property Addess Unit Desc Unit # NBHD Class Land Use Code Living Units Mapping Acres CAMA Acres Location Fronting Zoning Map # PIN Number Total Cards Record Type 050515 RECEIVED 2021 122 OLD VILLAGE LN SEP 2 3 2021 CCM-MHD CITY 3013 -VILLAGE OF STUMP SOUND Dwelling 01 - Residential Legal Description Township City Code Jurisdiction Plat Book-Page/Subd # Fire District Owner 1 Owner 2 Customer ID % Ownership Nature of Ownership Address .3 .3 R-5-R-5 806-153 425618303612 1 R L53 S2 VILLAGE OF STUMP SOUND 114 - STUMP SOUND 26 - NORTH TOPSAIL BEACH 1426 - STUMP SOUND NORTH TOPSAIL BEACH 27-111 NT - NORTH TOPSAIL BROWN CHARLES PHILLIP & TERESA GUAZZO 426960000 100 2761 NC HWY 210 E UNIT G #204 HAMPSTEAD, NC 28443-8951