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Home My WebLink About48152_TOWN OF EI_20070312❑ CAMA / ❑ DREDGE, FILL81.'� GENERAL PER M,11 Previous permit # ❑New ❑Modification ❑Complete'Reissue El Partial Reissue Date previous permit issued As authorized by the State of North Carolina, Department of Environment and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC 0 Rules attakbjed. Applicant Name } Project Location: County Address Street Address/ State Road/ Lot #(s) City State Phone # O Fax # ( ) Authorized Agent Affected ❑ CW ❑EW ❑ PTA AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ PWS: ❑ FC: ORW: yes / no PNA yes / no Agent or Applicant Printed Name ZIP ❑ ES ❑ PTS ❑ UBA ❑ N/A Crit.Hab. yes / no nature ** Please read compliance statement on back of permit C)U Application Fee(s) Check # Subdivision City ZIP Phone # ( ) River Basin Adj. Wtr. Body (nat /man /unkn) Closest Maj. Wtr. Body Permit Officer's Signature ..�. Issuing Date Expiration Date ,r} Local PlanningJurisdiction Rover File Name i Statement of Compliance and Consistency This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian Iandowner(s) . The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available information and belief, certifythatthis project is consistentwith the North Carolina Coastal Management Program. River Basin Rules Applicable To Your Project: ❑ Tar - Pamlico River Basin Buffer Rules ❑ Other: ❑ Neuse River Basin Buffer Rules If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215) for more information on how to comply with these buffer rules. Division of Coastal Management Offices Raleigh Office Morehead City Headquarters Mailing Address: 400 Commerce Ave 1638 Mail Service Center Morehead City, NC 28557 Raleigh, NC 27699-1638 252-808-2808/ 1-888ARCOAST Location: Fax: 252-247-3330 2728 Capital Blvd. (Serves: Carteret, Craven, Onslow -above Raleigh, NC 27604 New River Inlet- and Pamlico Counties) 919-733-2293 Fax:919-733-1495 Elizabeth City District 1367 U.S. 17 South Elizabeth City, NC 27909 252-264-3901 Fax:252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Washington District 943 Washington Square Mall Washington, NC 27889 252-946-6481 Fax: 252-948-0478 (Serves: Beaufort, Bertie, Hertford, Hyde, Tyrrell and Washington Counties) Wilmington District 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 910-796-7215 Fax: 910-395-3964 (Serves: Brunswick, New Hanover, Onslow -below New River inlet- and Pender Counties) Revised 08/09/06 emerald 7500 Emerald Drive Emerald Isle, NC 28594 Alesia F. Sanderson office252.354.6350 Director fax 252.354.9019 email asanderson@emeraldisle-nc.org www.emeroldisle-n(.org/eiprd Town of Emerald Mayor Arthur B. Schools, Jr. Mayor Pro-Tem Floyd Messer, Jr Board of Commissioners Pete Allen Nita Hedreen Robert Isenhour John Wootten w'-v" Visit our web site at www.emeraldisle-nc.org ! REQUEST FOR PRICE QUOTES SOUNDSIDE PIERS / WALKWAY REPAIRS July 27, 2006 isl 1E I yz T anager , Frank A. RudhEk 2 0 2007 flush acemeraldisle-nc.ora AMirA ad City DCM Town of Emerald Isle 7500 Emerald Drive Emerald Isle, NC 28594 Voice 252-354-3424 Fax 252-354-5068 The Town of Emerald Isle is currently accepting price quotes from licensed marine contractors for repairs to soundside piers and walkways damaged by Hurricane Ophelia in September 2005. The Town is seeking quotes for the following locations: • Lee Avenue Soundside Walkway — approximately 35 ft. of walkway and step repairs on high ground adjacent to Bogue Sound; 4 ft. wide walkway with handrails, • Ridge Road Soundside Walkway — approximately 25 ft. of walkway and step repairs on high ground adjacent to Bogue Sound; 4 ft. wide walkway with handrails, • Piney Street Soundside Walkway — approximately 15 feet of stairs on high ground adjacent to Bogue Sound; 4 ft. wide walkway with handrails, • 24th Street Soundside Pier— approximately 50 linear ft. of replacement pier across sandy beach to Bogue Sound; 4 ft. wide pier. • Bluewater Drive Soundside Pier — approximately 300 linear ft. of repairs and approximately 400 linear ft. of replacement across marshland to Archer's Creek; 4 ft. wide pier with handrails and 10 ft. x 20 ft. "tee" with bench seating, • Cape Emerald / Emerald Isle Woods Soundside Pier — approximately 100 linear ft. of repairs and approximately 100 linear ft. of replacement across marshland to Bogue Sound; 4 ft. wide pier with handrails and 10 ft. x 10 ft. "tee" and kayak storage attached to side of pier structure, Detailed plans and specifications are available at the Emerald Isle Parks and Recreation Department, 7500 Emerald Drive, Emerald Isle, NC. Interested contractors are required to make an appointment with Ms. Alesia Sanderson, Parks and Recreation Director, to receive a set of plans and specifications and make a site visit to the 6 locations. Interested contractors should contact Ms. Sanderson no later than August 11, 2006 to schedule a site visit. Price quotes must be submitted to Ms. Sanderson's attention at the address above no later than August 23, 2006 at 5:00 pm. The Emerald Isle Board of Commissioners is expected to formally authorize a contract to the contractor offering the most favorable price quote to the Town at its September 12, 2006 meeting. Town staff will apply for and secure necessary CAMA permits for this work, and expect to have these permits on hand by September 12, 2006. The selected contractor will be expected to begin work no later than September 19, 2006 and proceed in an expeditious manner to complete all work included in the contract. Work will be completed in the order listed above. Please contact Ms. Sanderson at 252-354-6350 with questions or concerns. We hope to receive a price quote from your company. B & P Services 228 Ocean Spray Drive Cedar Point, N.C. 28584 252-393-7749 Licensed and Bonded August 14, 2006 Town of Emerald Isle Attn: Ms. Alesia Sanderson 7500 Emerald Drive Emerald Isle, NC 28594 252-354-3424 •252-354-5068 Re: REQUEST FOR PRICE QUOTES SOUNDSIDE PIERS/WALKWAY REPAIRS Dear Ms. Sanderson: Please see the information following for quotation on each location specified. -Lee Avenue Soundside Walkway: $7,500.00 -Ridge Road Soundside Walkway: $5,000.00 -Piney Street Soundside Walkway: $5,000.00 •24t' Street Soundside Pier: $8,000.00 -Bluewater Drive Soundside Pier: $67,000.00 -Cape Emerald / Emerald Isle Woods Soundside Pier: $25,000.00 If you have any questions or comments regarding this quotation, please feel free to call me at (252) 393-7749. Sincerely,, a Bobby Bright Owner August 14, 2006 Mr. and Mrs. Edward Batten �O FF® 400 Cape Emerald Court lLp 2� t Emerald Isle, NC 28594 h�0� mac" y0 Re: Reconstruction of Cape Emerald Access Pier I, the undersigned, am the owner of property located at 400 Cape Emerald Court which is adjacent to the property on which the Cape Emerald Access Pier is located. I understand that the sections of this pier damaged by Hurricane Ophelia are to be reconstructed by the Town of Emerald Isle. I further understand that the damaged sections of the pier will be reconstructed approximately ten feet eastward of your property. With this understanding and as an adjacent riparian landowner I have no objection to the planned reconstruction project and further acknowledge that the reconstructed pier will continue to be located within the 15 foot riparian setback. Signature Date: z"A -S—, Z --cqn -1 Printed Name: /y_(t4Cc 0ff?Z1+ Mailing Address: 4c-c) C -p, 0.l � C� t ,, --�� a: A, . N �- z gs-� Phone Number: Z S2 3 Sy 3 S`F 2 August 14, 2006 Mr, Frank Rush, Town Manager Town of Emerald Isle 7500 Emerald Drive Emerald Isle, NC 28594 Re: Reconstruction of Cape Emerald Access Pier 1, the undersigned, am the owner of property located at 9404 Coast Guard Road which is adjacent to the property on which the Cape Emerald Access Pier is located. I understand that the sections of this pier damaged by Hurricane Ophelia are to be reconstructed by the Town of Emerald Isle. I further understand that the damaged sections of the pier will be reconstructed approximately ten feet west of the existing footprint. With this understanding and as an adjacent riparian landowner I have no objection to the planned reconstruction project and further acknowledge that the reconstructed pier will continue to be located within the 15 foot riparian setback. By: A�-� Signature Date: A / ZDG b Printed Name: I RA N i< A. E US H F J R Mailing Address: +SOD Em E V A LQ V n l V L- Ei'r EM L- YJ S LE 1�C Zgs-q+ Phone Number: ZSZ - 3 'Si---- 3+-z"4-- v 48 1 4 2 48 4 u� 0 1347 2328 3308 V 0375 75 7a MERpLD � p , cal ,I o (188 ) 49 48 44 75 4A rcyy` s0 i N 1066 a o �63 4.4 r4 CC) v 3970 3a� j3 co 3892 ,60 �1 r2 03 �p On 4715 VIA 3aa 160 0 ri A O 03 4627 S G 3av 160 10 c" 4539 3 CD 9 �60 m 4 I N 3� (P 8 ao 03 4484 3 3�� ,60 12- � 7 3316 4396 fag CD Cy 2a 4'5256 44 5 7 4272 L_ 09 4 Z� a6 3 0 3196 o ukt:) 24 a� 31 1 1 Z 3 702 2049 6170 p qua 60I7 $ qL\ e 25 ��7 �, -11 5043 2" X 8" 4" X 6" ® 8' 0. C. 4'-0" n" v 4" EXISTING PIER TYPICAL CROSS SECTION N.T.S. '" X 8" BOTH SIDES OF PIERS 2" X 4" NAILED TO PIERS NOT TYPICAL AT ALL PIER SETS D \I A PI("11 A P'1P9PYMllTi A.-- )GE OF MARSH 'PROXIMATE ONLY SEE DWG, NO, S2 FOR PROPOSED ❑BSERVATI❑N PLATFORM DIMENSIONS to O �G )'+ X 10'+ MISSING PLATFORM ESTR❑YED BY HURRICANE VICINITY MAP NOT TO SCALE Ma�e�e VU01*719 1. THE BASE MAP WAS DEVELOPED USING ORTHOPHOTOS AND SITE OBSERVATIONS. IT IS NOT A SURVEYED MAP. THE FEATURES SHOWN BY THIS MAP AND THEIR LOCATIONS ARE, THEREFORE, APPROXIMATE ONLY. THE INTENT OF THIS PLAN SHEET IS TO DEPICT THOSE PORTIONS OF THE PIER DAMAGED OR DESTROYED BY HURRICANE OPEHLIA. 2. REPLACE ALL SPLIT AND BROKEN RAILS, BEAMS, JOISTS, BRACES AND PILINGS ALONG THAT PORTION OF THE PIER TO BE RETAINED WITH NEW PRESSURE TREA1E!) LIKE -SIZED MEMBERS. CD C4 ■ �� • N c �� d co W CU m N •� �cm Go10 x is W V p cm o' tj n: ?; UT 4� W � N n N 1A N CD x �. ^ U m o� �c) a •, co z • i N '^ V,� W X v m cd a O J W W w Q 0 F a U w w 0 O W Q w w NY !9Ems.-I. SCALE: 1 "= 20' DATE: 12-12-06 DPWN. BY: J. MILLER/GKM CHKD. BY: G. MESHAW 1-5 tAL- — �r'� a Io��P�� .�1'�Wd' f dI�P• EWA Y A{pa a`R.e�n �4�rn PROJECT NUMBER G05083 DRAWING NO. I SHEET NO. 3 OF 5 1 G2 4x4 TREATED RAIL POST 0 4'-0" O.C. (TYP.) 2X8 TREATED BLOCKING NEXT TO 44 POST USE 8-8d GALV. COMMON TOE NAILS @ EA. END OF BLK (4-8d NAILS EA. SIDE, TYP. FOR ALL BLOCKING) 2X8 TREATED JOIST ® 24" O.C. MAX. 44 TREATED RAIL POST ® 4'-0" O.C. (TYP.) 2X8 TREATED BLOCKING NEXT TO 4x4 POST USE 8-8d GALV. COMMON TOE NAILS ® EA. END OF BLK `i (4-8d NAILS EA. SIDE, TYP. FOR ALL BLOCKING) 2X8 TREATED JOIST @ 24" O.C. MAX. CA 8"0 TREATED =1 SOUTHERN PINE TIMBER PILE ® 8'-0" O.C. I 2.x8 TREATED BEAM (TYP.) 1 4'-0" C/L 8"0 TREATED --- SOUTHERN PINE TIMBER PILE ` 2x6 ARM REST- , 44 TREATED RAIL POST ® 4'-0" O.C. (TYP.) 4x4 TREATED RAIL POST -\ i 2x8 TREATED (TYP.) I 4'-0" 8'-0" I CA BOLTS & PILE 4x4 TREATED RAIL POST @ 4'-0" O.C. (TYP.) 2X8 TREATED BLOCKING NEXT TO 4x4 POST - - -_J - I- 4x6 TREATED SOUTHERN PINE RAIL POST ® 8'-0" O.C. I — - a CL 2X6 TREATED PECKING I BOARD w/1/8GAP MA . I I C/L BOLTS & ILE 2X8 TREATED JOIST ® 241" O.C. MAX. t t t - \— 4x4 TREATED RAIL POST -- 4'-0• ® 4'-0" O.C. (TYP.) TYPICAL iPLAN OF BOARDWALK BRIDGE SCALE: 3/4" = 1'—O" m1wh 6' 0" 5'-1 "t (�A>2- CA 8"0 TREATED - SOUTHERN PINE TIMBER PILE I 44 TREATED RAIL POST I--C%L BOLTS & PILE r---2X8 TREATED BLOCKING I NEXT TO 4x4 POST w - m I 4E p NCH N 41 cL rI a- X6 TREA E ,pECKI!NG o OARD wJl %8 CAP MAX. J U �i - 8 T ATED JOIST 2' C. MAX. I CA BOLTS & PILE —1 PLAN OF PLATFORM (61-0"x7'--6") AT END OF BOARDWALK SCALE: J/4" = 1'--O" 4x4 TREATED RAIL POST (TYP.) CA BOLTS & PILE 2X8 TREATED BEAM (TYP.) USE 6-GALV. 8d TOE NAILS AT EA. 2x8 TO 2x8 CONNECTION (TYP.) C,1_ BOLTS & PILE CA BOLTS & PILE 4x4 TREATED BENCH POST (TYP,) X8 TREATED BLOCKING EXT TO 4x4 POST 0 - 2X8 TREATED BEAM co .J U USE 6--GALV. 8d TOE NAILS AT EA. 2x8 TO `\ 2x8 CONNECTION (TYP.) r� I rn /�-CA BOLTS & PILE I S3 2x6 TREATED TUP RAIL 6-16d GALV. COMMON iNAILS 4 EA. POST 4--16d GALV. COMMON NAILS 0 E:A. POST 44 TREATED RAIL POST 2x8 TREATED----, BOARD iv 1� 5 cv N 8"0 SOUTHERN PINE TIMBER PILE I p w w J Z w CD wUJ w C) J 1 w d U_ SECTION AT PLATFORM r 1'-3" 10' 2x6 TREATED TOP RAIL -2x6 TREATED BOARD 2x8 TREATED BOARD TRIM AS REQ'D. 6 -16d GALV. COMMON NAILS BENCH (SEE PLAN FOR LOCATION) @ EA. POST 2x6 ARM REST (1 REQ'D @ EA. END), SEE PLAN 2x6 TREATED BOARD -- 2x6 TREATED BOARD SHAPE AS SHOWN / (TYP.) LOCATION TO MATCH ,- 44 TREATED POST ® EA. END FOR 40 RAIL POST '� _- ARM REST SUPPORT (2 REQ'D) � 4--16d GALV. COMMON NAILS Na cO @ EA. POST 7 2x6 TREATED RAIL C4 11 4x4 TREATED RAIL POST 1 _5 - 1 2" 2x6 TREATED BEAM -- �" ---- 4x4 TREATED POST BELOW SEAT (CONT.) LOCATION TO MATCH 44 RAIL POST s - -- 2x8 TREATED JOIST 0 24" O.C. MAX. -- - --2x8 TREATED BEAM — o I CV — POSITION 2x8 DIRECTLY UNDER POST 2-5/8"0 A307 GALV. BOLTS. I @ CENTER OF PILE (TYP.) I" CHAMFER i) 1 1/2" CHAMFER -. 8"0 SOUTHERN PINE �" f_ 4x4 TREATED RAIL POST L� 40 TREATED POST TIMBER PILE -� ' PLAN OF 2x6 ARM REST GRADE — — SCALE: 3/4" = 1'-O" 6� w I m o„• F- a z. w w Z o� ao w L C� w J� w C_ I.,._ SECTION AT PLATFORM 2x6 TREATED RAIL SCALE: 3/4" = 1'—O" "0 I S-) 2x,6 TREATED DECKING BOARD 2x8 TREATED JOIST @ 24" O.C. — MAX, 2x6 TREATED DECKING BOARD 5/8"0 A307 GALV. BOLTS. \\ @ CENTER OF EA. PILE (TYP.) 1— 2x8 TREATED BEAM GRADE SCALE: )/,1,, = 11_0., z z U uu I a F- a O `� n U' z o "', Z Dp J Fie 2 8 2007 ac I Morehead City Duvj > Z W W E _5 (9 1 w z1 z NOTE: FOR LOCATION OF NEW BOARDWALKS AND PLATFORM (6'-0"x7'-6"), PLEASE REFER TO SITE PLAN SHEETS. � Q } -cl- I m Q 0 CONSULTANTS SCALE: 3 4- - 1'-O" �//''''`DATE: 12-19-06 1- JI 1 I C CONSULTANTS DR1WN. BY: RGK 16408 WINTHROP DR. PROJECT NUMBER RALEIGH, NORTH CAROLINA G05083 (919) 783-7288. FAX (919) 782-3124 DRAWING NO. SHEET NO. _._..._._..._.__..._....S2 _5 OF 5 06167AS2 03/00/2007 13:57 2523549019 EI PARKS&RECREATION PAGE 02 February 27, 2007 Mr. Frank Flush, Town Manager Town of Emerald Isle 7500 Emerald Drive Emerald Isle, NC 28594 Re: Reconstruction of Cape Emerald Aocess Pier I, the undersigned, am the owner of property located at 9404 Coast Guard Road which _is aaacent'to the property on whichthi C40-Ern&aidAccesA Pier is*ocat-ed *.... understand that the sections of this pier damaged by Hurricane Ophelia are to be reconstructed by the Town of Emerald Isle. I further understand that the damaged sections of the pier will be reconstructed approximately ten feet west of the existing footprint. With this understanding and as an adjacent riparian landowner I have no objection to the planned reconstruction project and further acknowledge that the reconstrupier will w9t#ie to ed withip the 15 foot riparian setback. , &4:," / I By, ". OJIU\� Date: Printed Name: _ ,J Mailing Address: 7 - Phone Number:pl 1 L