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Home My WebLink AboutEX11-20 Wallace March 20, 2020 Mr. Richard Wallace 5024 Salem Ridge Road Holly Springs, NC 27540 RE: EXEMPTED PROJECT SINGLE FAMILY RESIDENCES WITHIN THE ESTUARINE SHORELINE AREA OF ENVIRONMENTAL CONCERN (15A NCAC 07K .0208). PROJECT LOCATION/ADDRESS – 7501 9th Avenue, North Topsail Beach Dear Mr. Wallace, I have reviewed the information you have submitted to our office concerning the necessary filing of an application for a CAMA Minor Development Permit under the Coastal Area Management Act and ha ve determined that the activity you propose of a deck reconstruction is exempt from needing a CAMA Minor Development Permit as long as it remains consistent with your project drawing, submitted on March 20, 2020, 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 fill or excavation 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. EX11-20 Wallace 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. Sincerely, Brad Connell Brad Connell Environmental Specialist II, DCM cc: Roy Brownlow, DCM Kate Winzler, NTB Permitting Specialist March 20, 2020 Mr. Richard Wallace 5024 Salem Ridge Road Holly Springs, NC 27540 RE: EXEMPTED PROJECT SINGLE FAMILY RESIDENCES WITHIN THE ESTUARINE SHORELINE AREA OF ENVIRONMENTAL CONCERN (15A NCAC 07K .0208). PROJECT LOCATION/ADDRESS – 7501 9th Avenue, North Topsail Beach Dear Mr. Wallace, I have reviewed the information you have submitted to our office concerning the necessary filing of an application for a CAMA Minor Development Permit under the Coastal Area Management Act and ha ve determined that the activity you propose of a deck reconstruction is exempt from needing a CAMA Minor Development Permit as long as it remains consistent with your project drawing, submitted on March 20, 2020, 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 fill or excavation 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. Wallace 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. Sincerely, Brad Connell Brad Connell Environmental Specialist II, DCM cc: Roy Brownlow, DCM Kate Winzler, NTB Permitting Specialist 144 360 60 183 67 APPROX. 80.00 DECK REBUILD PROJECT 7501 9TH AVENUE NORTH TOPSAIL BEACH TEAR DOWN - ALL PILINGS EXIST AND TO REMAIN. - TEAR OFF EXISTING DECKING, JOISTS, RAILINGS. REBUILD - NEW DECK LEDGER BOARD - NEW JOINTS - NEW OUTER DECK DOUBLE RIM BANDS - NEW RAILINGS - NEW DECK BOARDS - NEW STAIRS, RISERS, TREADS, ETC... LEDGER ATTACHMENT TYPICAL JOIST SUPPORT ATTACHMENT TYPICAL 2X10 LEDGER BOARD TREATED YELLOW PINE 5/8 HOT DIPPED GALVANIZED BOLTS WITH FLATS AND NUT. STAGGERED PATTERN LESS THAN 24" SPACINGS. 2X10 LEDGER BOARD FLASHING 2X2 TREATED YELLOW PINE JOIST SUPPORTS TYP ATTACH USING #10X3 STAINLESS STEEL WOOD SCREWS TYP SPACING 6" SCALE 0.010 FRAME CONSTRUCTION PILING ATTACHEMENT SEE DETAIL A SEE DETAIL C SCALE 0.050 DETAIL A DUAL 2X10 OUTER BAND ALL AROUND TREATED YELLOW PINE 2X10 JOISTS TYPICAL TREATED YELLOW PINE NOTCHED FOR 2X2 JOIST SUPPORTS FASTENED TO OUTER BAND WITH #10 X 3 1/2" STAINLESS STEEL SCREWS. FASTENED TO LEDGER WITH #10 X 3 1/2" STAINLESS STEEL SCREWS TOE NAILED. SEE DETAIL B SCALE 0.100 DETAIL B 1/4X4X12 STEEL PLATE ZINC PLATED TYPICAL (6X) 5/8 HOT DIPPED GALVANIZED BOLTS WITH FLATS AND NUT TYPICAL SCALE 0.100 DETAIL C DUAL CENTER 2X10 JOISTS TREATED YELLOW PINE NOTCHED FOR 2X2 JOIST SUPPORTS 5/8 HOT DIPPED GALVANIZED BOLTS WITH FLATS AND NUT TYPICAL 1/4X7X12 STEEL PLATE ZINC PLATED 7.00 TYP 11.00 TYP 42.00 14.25 TYP 1.00 TYP STAIR DETAILS SEE DETAIL D SCALE 0.100 DETAIL D 2X6 TREADS TYPICAL TREATED YELLOW PINE ATTACHED USING QTY 2 #10X3" STAINLESS STEEL EXTERIOR WOOD SCREWS AT EACH RISER 2X12 RISERS TREATED YELLOW PINE 2X6 TREADS TYPICAL TREATED YELLOW PINE ATTACHED USING QTY 2 #10X3" STAINLESS STEEL EXTERIOR WOOD SCREWS AT EACH RISER 5/4X6 TYPICAL TREATED YELLOW PINE ATTACHED USING QTY 2 #10X2 1/2" STAINLESS STEEL EXTERIOR WOOD SCREWS AT EACH RISER SEE DETAIL E SCALE 0.100 DETAIL E SEE DETAIL F SCALE 0.050 DETAIL F 5/4X6 TREATED DECKING BOARDS TYPICAL FASTENED WITH QTY 2 #10X2 1/2" STAINLESS STEEL EXTERIOR WOOD SCREWS AT EACH JOIST. SEE DETAIL G SEE DETAIL H SCALE 0.050 DETAIL G 5/4X6 HANDRAILS TYPICAL ATTACHED USING QTY 2 #10X2 1/2" STAINLESS STEEL EXTERIOR WOOD SCREWS 2X4 TREATED UPPER AND LOWER TYPICAL ATTACHED USING QTY 2 #10X3" STAINLESS STEEL EXTERIOR WOOD SCREWS AT EACH POST 2X2 TREATED YELLOW PINE TYP. ATTACHED USING #10X2 1/2 STAINLESS STEEL EXTERIOR WOOD SCREWS 4X4 TEATED POST TYP 3/8" BOLT WITH FLATS AND NUTS TYP HOT DIPPED GALVANIZED SCALE 0.050 DETAIL H 3/8" BOLT WITH FLATS AND NUTS TYP ON RAIL POSTS HOT DIPPED GALVANIZED. 4X4 TREATED RAIL POSTS TYP