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HomeMy WebLinkAboutNTBEX_12-06_ BoydAZ4JL*)4h JA✓ NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue Braxton C. Davis Dee Freeman Governor Director Secretary February 3, 2012 Exemption Number— NTBEX12-06 Christopher Boyd 404 Boone Trail Gamer, NC 27529 RE: EXEMPTED PROJECT (MINORS) SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD FLOOD AREA OF ENVIRONMENTAL CONCERN — (15A NCAC 07K .0213) PROJECT LOCATION/ADDRESS —1911 Bird Lane, North Topsail Beach, NC Dear Mr. Boyd: I have reviewed the information submitted to this office in your inquiry 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 2/02/12,1 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 drawing, dated 2/03/12, 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. cerely, „ son Dail, LPO Cc: DCM — WIRO Terrie Woodle, North Topsail Beach One 127 Cardinal Drive Ext., Wilmington, NC 28405 NorthCarolina Phone: 910-796-72151 FAX: 910-395-3964 Internet: www.nccoastaimanagement.net Naturally U.S�DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31, 201; National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION Forinsurance Company Use: Al. Building Owner's Name CHRIS BOYD Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number 1911 BIRD LN City North Topsail Beach State NC ZIP Code 28460 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Plat Book 12 page 30 lot 23 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage 0 sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number B2. County Name B3. State TOWN OF North Topsail Beach 370466 Onslow NC B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zon 3720425500 J Date Effective/Revised Date Zone(s) AO, use base flood depth) 11 /03/05 11 /03/05 VE 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ® Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT Use the same datum as the BFE. Benchmark Utilized N/A Vertical Datum N/A Conversion/Comments NAVD88 GEOID 03, VRS RTK GPS Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 15.2 ® feet ❑ meters (Puerto Rico only) RECEIVE ❑ b) Top of the next higher floor N.A ® feet ❑ meters (Puerto Rico onl c) Bottom of the lowest horizontal structural member (V Zones only) 13.0 ® feet ❑ meters (Puerto Rico DlgM WILMINGTON, d) Attached garage (top of slab) NA ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building N.A ❑ feet ❑ meters (Puerto Rico only) FEB 0 3 2012 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 3.1 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 4.4 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N.A ® feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. •,••yr��a�®�'; y�F�' ® Check here if comments are provided on back of form s Name WESTON LYALL Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes ® No License Number L-4438 Company Name WESTON LYALL, PE, PLS, PLLC Address 214 HWY 17 N. 8IUITE 1 City HOLLY RIDGE State NC ZIP Code 28445 �4 - - - - - - - - --- ---- IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1911 BIRD LN City North Topsail BeachState NC ZIP Code 28460 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Date 2/2/12 ❑ Check here if attachment: SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachmen SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect whc is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement HEECEEIVED— G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum DCM WILMINGTON, NC G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum FEB 0 3 2012 G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments NOTES NORTH TOPSAIL BEACH ZONING - MHR SETBACKS 1. This plot plan is of an FRONT - 20' existing parcel of land. REAR SIDE - 1 0' \EPK-2. Subject to restrictiveSTEPHEN DUNCAN HER❑N, JR covenants, easements of DB 1405, PG 27 o record, zoning ordinance, & PIN 425505080141 under round u tiliti f M g esi, Y. L3 3. No title search by surveyor. N4. Area by Coordinate Method 5. References: MB 12, PG 30 6. FEMA Flood Zone - VE / Community Panel #372042 5500 J \ 9.4Zi 2 / / STACY H❑LLIS FAMILY \ E5�01 1' EIP LMTD PRTNR 3' BG DB 1602, PG 492 \ PIN 424508989065 / \ \ / EXISTING SEPTIC TANK AND FIELD / LINE SCALED PER 1989 PERMIT. ai EIP 3' BG LEGEND; �I ❑T 23 \> 0.18 AC / N s1b AREA OF LOT = AREA OF DWELLING = STACY H❑LLIS FAMILY LMTD PRTNR 1' EIP AREA OF DRWY = DB 1602, PG 492 / 3' BG % IMPERVI❑US = PIN 425505070928 0- 1/2" SET IRON ROD, SIR 0- EXISTING IRON ROD, EIR 0- EXISTING IRON PIPE, EIP P - PINCHED PIPE D- PIPE OR ROD DISTURBED 0- NO POINT SET EP- EDGE OF PAVEMENT EPK- EXISTING PK NAIL CC-CONTROLCORNER AB - ABOVE GROUND BG- BELOW GROUND C/L- CENTER LINE R/W - RIGHT OF WAY RWM- RIGHT OF WAY MOMUMENT Pp- POWER/UTILITY POLE ECM- EXISTING CONCRETE MONUMENT NORTH CAROLINA ONSLOW COUNTY 8021 918 428 16.8% PARKING 2 BEDROOM RESIDENCE = 1 PARKING SPACES RE0'D. ALL / PARKING WILL BE UNDER RESIDENCE. �\ THIS LOT IS NOT WITHIN OCEA SpJ�O tpPSP�V �r'Ao �9 ti SITE J .O19�� Gay Z VICINITY !v 2' EIP SF ✓� 5' AB I s9 S EPK SERVED BY PUBLIC R & PRIVATE SEWER / MARY FRANKIE LANE ERODABLE AND HIGH HAZARD A C, BUILDING HEIGHT FROM NOT WITHIN 575' ORW AEC THIS PIN 425505070952 �' TOP OF SLAB TO PEAK LOT IS OVER 60' F M OF ROOF OCEANFRONT SETBACK, 9� 1' EIP LINE TABLE LINE BEARING JXNGTH L1 N54.51'29'E 25.00 L2 N51'19'41'E 24.08 1, WESTON LYALL, PROFESSIONAL LAND SURVEYOR NUMBER L-"38, CERTIFY THAT THIS PLOT PLAN WAS DRAWN UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY: CLASS OF SURVEY: B; POSITIONAL ACCURACY; SOO RMS; TYPE OF OPS FIELD PROCEDURE: VRSRTKGPS; DATUM: NAD83 *2007", NAVDBB; GEIOD MODEL: GEOID 03; COMBINED GRID FACTOR: 0.99997063; UNITS; US SURVEY FEET; THIS IS A SURVEY OF AN EXISTING PARCEL 0 PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR D CHANGE AN EXISTING STREET. ,. �\A CARQ% s. ♦�' •ggwqqqqq •`� �j�y 4�► iQQ SEAL e • L-4 3 ?i�3�za�;r WESTON LYALL �A1A81141� THIS LOT IS LOCATED IN FLOODZONE VE 11 PER FEMA MAP 3720425500J REVISED DATE 11/03/05 NOTE: NTB HAS A 2' FREEBOARD, THEREFORE BFE = 11' + 2' = 13' Q PROPERTY DESCRIP N1��� RBC BANK USA 1911 BIRD LA DB 3346, 222 OLD SETTLERS BEACH SECTION 6 LOT 23 PIN 425505080094 ZONE - R-5 - NORTH TOPSAIL BEACHIZ 40' 20' 0' 40' 80, GRAPHIC SCALE RECEIVE [dRELIMINARY PLOT PLAN M WILMINGTON, NC FEB 0 3 2012 CHRIS BOYD LOT 23 BIRD LANE OLD SETTLERS BEACH SCALE: 1' = 40• North Topsail Beach, NC FEBRUARY 3, 2012 WESTON LYALL, PE, PLS 214 N. HIGHWAY 17 SUITE 1 HOLLY RIDGE, NC 28"S a i W=9.9961 vteriorl TEST 27 ft —Ti Fri OD o z MEzkiereori C= < 0 M 1/31/2012 Page: I _ 14'-4" STREET SIDE 27 12'-8" 2X12 PT If FOUNDATI( (3) 2 x 12 SYP v (3) 2 x 12 SYP BAND WI o >- THRU BOL" cn _ cn 16" OC ROWS OF x GALV.ANGLE @ x SHANK NAI N BRACKET, SEE n N 16" OC. F N DETAILS N CAULK. Tl PAGE x DE( N J (2) 1.75 x 11.875 LVL (2) 1.75 x 11.875 LVL EALL 1 DIMENSIC BE VERIFIED BY OWNER/CONTRACT CONSTRUCTION. I N HEIGHTS AND WID1 REQUIRED. N ^ 2— THIS DESIGN I! v SPECIFIC. DESIGN v PLAN PROVIDED B (,n 3 — ONLY USE M) BELOW BFE THAT X J TREATED OR MOIS cyl RESISTANT. 4— IT IS THE REST —� X x OF THE CONTRACT _ , BUILDER TO CONF( STANDARDS OF TF 00 _. BUILDING CODE. J 00 DIMENSION PRIOR CONSTRUCTION. Ul J 5— LUMBER IS SP Fr r Ul #2 SYP, AT 19% A r LVL'S ARE DESIGNI r < Fb=2950 PSI AND r PILE E FLOOR TRUSSES BY OTHERS FLOOR TRUSSES BY OTHERS AND w QV /w\ ^„X^„ m cr— m 8' DEF 8,000h x x ] X BRACE X BRACE N � N � v Ul � � Ul x x x ]vE J AL POST CONNECTION NONE 4„ DECK POST DECKING DECK BAND-_ OR 6'X6' PT DECK OR 8'X8' PT PILE FROM BELOW. ROOF TRUSSES - BY OTHERS UBLE _ATE 5/8'DIA. X 10' GALV. STEEL BOLTS :03■E STRAP CONNECTING BAND Qo OR GIRDER TO PILE, 3/16' O X 4' X 18'LONG GALV. ° STEEL, ONE STRAP, ❑UTSIDE FACE OF JOINT. 12 6� MINIMUM 2X4 STUD WALL WITH APPROVED WALL i SHEATHING -p ATTACHED PER CODE _L 3/4 SUB -FLOOR 14' FLOOR TRUSSES (Z) / LVLS 11 7/8" CL a 00 x 00 i Ln GALVINIZED ANGLE BAND COI OVERHEAD VIEW BAND/GIRDER TO GIRDER CONNECTION ___-5/8'DIA. GALV. GIRDER SHEATHING `NOTE: ALL GALVINIZED ANGLE / 1 1/4"X4"X8" LONG WITH 2-5/ DECK GIRDER THROUGH EACH FLANGE INSIDE VIEW OF GIRDER/BAND C❑NNECTION iv O O RIM BE -�- EXTER °' 0 NOTE: aLL GALVINIZED AN DECK GIRDER TO BE 1/4'X4'X8' LONG W] 2-5/8' BOLTS THROUGH E, FLANGE TYPICAL PILE CONNECTII SCALE: NC BEAM O 5/8'DIA. O GALV. S' 0 4' STRAP COS OR GIRDER TE Qo DETAIL NO. 7, FACE OF JOIl MAY BE OMITT 4• LESS THAN 5( 8X8 AREA IS NOTC PILE TYPICAL HEADER TO POST WITH BUTT J❑INT C❑NNECTI❑N SCALE: NONE HEADER nni ini r, nUTT JO 5/8'DIA JALV. S 3; 3/16 8' GAL` 3 OUT ; ✓\�J 8'XB' PT PO TYPICAL PILE BRACING