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HomeMy WebLinkAbout49041_MARX, KERRY_20070720❑C.AMA / ❑ DREDGE & FILL 49`1- A GENERAL PERMIT revious permit # ❑New ❑Modification ❑Complete Reissue ❑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 15A NCAC ❑ Rules attached. Applicant Name Address City ' F . F L State L1 ZI P - ' Phone#Fax#(_) Authorized Agent j•-i;,A� �+(� Affected ❑ CW El El Y lES ❑ PTS AEC(s): ElOEA ❑ HHF ❑ IH ' UBA ❑ N/A ❑ PWS: ❑ FC: ORW: yes / no PNA yes / no Crit.Hab. yes / no Type of Project/ Activity Project Location: County Street Address/ State Road/ Lot #(s) Subdivision City ZIP Phone # ( ) River Basin // Adj. Wtr. Body l� (nat /man /unkn) Closest Maj. Wtr. Body (Scale: Pier (dock) length Platform(s) Finger pier(s) Groin length number Bulkhead/ Riprap length avg distance offshore max distance offshore Basin, channel cubic yards Boat ramp 1: Boathouse/ Boatlift Beach Bulldozing Other Shoreline Length SAV: not sure yes no + Sandbags: not sure yes f no �•e` Moratorium: n/a yes no Photos: yes no Waiver Attached: yes no A building permit may be required by: ❑ See note on back regarding River Basin rules. Notes/ Special Conditions V - r Agent or Applicant Printed Name Signature "Please read compliance statement on back of permit" Application Fee(s) Check# Permit Officers Signature Issuing Date Expiration Date Local Planning Jurisdiction Rover File Name ti 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 I) 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 landowner(s) . The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available information and belief, certify thatthis project is consistent with 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 Mailing Address: 1638 Mail Service Center Raleigh, NC 27699-1638 Location: 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 Fax:919-733-1495 Morehead City Headquarters 400 Commerce Ave Morehead City, NC 28557 252-808-2808/ 1-888ARCOAST Fax: 252-247-3330 (Serves: Carteret, Craven, Onslow -above New River Inlet- and Pamlico Counties) 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 Page 1 of 1 Detailed view for record 1 (Print) Field Value AREA 73221.31494 PERIMETER 1570.95806 PARCEL83_ 712017 PARCEL83_I -12019 WHAT —� 0 PIN MAPNUM 118402 BLOCK 17 PDOT 18166 CONDO MOTHER 10 MAPNAM 71840209 PRID 110200400104 PIN15 11840209178166000 OWNER JIMARX,KERRY ETAL CATHERINE DBOOK 71903 DPAGE IF69 DDATE 1120010323 SALE PRICE 71102500 TAX VALUE 71400000 LAND VALUE 11400000 STRUC VAL 10 OTHER VAL I 0 BLT CONDO 10 HOUSE NUM IF0000350 DIRECTION ST NAME IMORRIS MARINA Field I Value ST TYPE 11RD CITY ATLANTIC ZIP 28511 MAIL HOUSE J12028 MAIL DIR MAIL ST JARTESIAN DR MAIL STTYP MAIL CITY INOLENSVILLE MAIL ST JTN MAIL ZIP 137135 MAIL POBOX TOWNSHI 1ATLANTIC CITY LIMIT NBHD 20001 FIRE DIST ATLANTIC FIRE RESCUE DST SEA LEVEL RESCUE LEGAL DSC AC SHELL RD ATLANTIC TOTAL ACR 1.68 Y BLT H 10 TOT SO FT 0 ROLL TYPE JR BATHROOMS 116 BEDROOMS 0 NOISE LVL RISK LEVEL LACUIZ http://maps.co.carteret.nc.us//details—Popup.htm 7/20/2007 PrintGeneral Page 1 of 2 Username: RondaB CDAITS: General Permit Print ID SELECTED: 1849 Applicant Info: Applicant (Owner): CATHER.INE & KERRY MARX Addl: 2028 ARTESIAN DRIVE City: NOLENSVILLE State: TN Zip: 37135 Country: USA Permit Info: Permit No.: GPC39635 DCM District.: Morehead City DCM Representative: Tere Barrett Issue Date: 08/31/2004 Expiration Date: 12/01/2004 Fee Collected: 100.00 Fee Description: CAMA Mainframe General Objections Received: N Project Description: P-1 I Permitted Rules Permitted Activities Activity: Riprap Activity Type: NW Replacement: N Dimensions: length width Parameter 1: 500.000 Parameter2: 0 Parameter3: 0 Parameter4:0 Site Description: Adjacent Waterbody: Core Sound AECS: 07H .0206 Estuarine Waters 07H .0209 Estuarine Shoreline MainMenu V 9-&- Q 4� 010 - http: //dcm2. enr. state. nc. uslDCMCDAITSIgeneral/view/GenPrint.aspx`tPageTask=Print&Ev... 4/5/2007 2028 Artesian - nv 1. Nolensville, TN 37135 Home (615) 77&5010, Fax (615) 776-5092 kamarx0 earthlink. net 6/13/07 Coreview, LLC 502 East Franklin Street i Raleigh NC 27604 Whom It May Concern, I own the property at 350 Moires Marina Road m Atlantic, NC, which from storm adjacent to your property. I need to repair my rip -rap see wall damage, and. CAMA requires me to obtain your permission to do this. I don't require to y access,frOm you property, nor will this impact your property in any way. 'lease reply with a letter stating your permission, or call me if you have any 'concerns. Thank you. Sincerely, <dl� � �� ✓ 1 Kerry Mann ---- ' .3 r w i-e d� - L I I I I I I I �� f 1 I � I II � i j.—r....�'.�.; 44 7 a.. � .. __�.—.rc-.rny�. y. __._ I f � I i � ���4,r--'' � ` y a i lry �` � ���x�� � � 0 ,� � � -.. o �� -� � _ � /� r .--� r � '� � � � � �` � �� r w - I m MIKP�FA I Is rm&' FO/I Or SECTION .1100 - GENERAL PERMIT FOR CONSTRUCTION OF BULKHEADS AND THE PLACEMENT OF RIPRAP FOR SHORELINE PROTECTION IN ESTUARINE AND PUBLIC TRUST WATERS AND OCEAN HAZARD AREAS 15A NCAC 07H .1101 PURPOSE A permit under this Section shall allow the construction of bulkheads and the placement of riprap for shoreline protection in the public trust waters and estuarine waters AECs according to authority provided in Subchapter 07J .1 100 and according to the Rules in this Section. This permit shall not apply to shoreline protection along the oceanfront or to waters and shorelines adjacent to the Ocean Hazard AEC with the exception of those shorelines that feature characteristics of the Estuarine Shoreline AEC. Such features include the presence of wetland vegetation, lower wave energy and lower erosion rates than the adjoining Ocean Erodible Area. History Note: Authority G.S. 113A-107(a); 113A-107(b); 113A-113(b); 113A-118.1; 113A-124; Eff. March 1, 1984; Amended Eff. April 1, 2003. 15A NCAC 07H .1102 APPROVAL PROCEDURES (a) The applicant shall contact the Division of Coastal Management and complete an application form requesting approval for development. The applicant shall provide information on site location, dimensions of the project area, and his name and address. (b) The applicant shall provide: (1) confirmation that a written statement has been obtained signed by the adjacent riparian property owners indicating that they have no objections to the proposed work; or (2) confirmation that the adjacent riparian property owners have been notified by certified mail of the proposed work. Such notice shall instruct adjacent property owners to provide written comments on the proposed development to the Division of Coastal Management within ten days of receipt of the notice, and, indicate that no response shall be interpreted as no objection. DCM staff shall review all comments and determine, based on their relevance to the potential impacts of the proposed project, if the proposed project can be approved by a General Permit. If DCM staff determines that the project exceeds the guidelines established by the General Permit Process, the applicant shall be notified that he must submit an application for a major development permit. (c) No work shall begin until an on -site meeting is held with the applicant and appropriate Division of Coastal Management representative so that the proposed bulkhead alignment can be appropriately marked. Written authorization to proceed with the proposed development may be issued during this visit. Construction of the bulkhead or riprap structure shall be completed within 90 days of this visit or the general authorization shall expire and it shall be necessary to re-examine the alignment to determine if the general authorization can be reissued. History Note: Authority G.S. 113A-107(a); 113A-107(b); 113A-113(b); 113A-118.1; 113A-124; Eff. March 1, 1984; Amended Eff. September 1, 2006; January 1, 1990; December 1, 1987. 15A NCAC 07H .1103 PERMIT FEE The applicant shall pay a permit fee of two hundred dollars ($200.00) for riprap and bulkhead structures sited at or above normal high water or normal water level, or a permit fee of four hundred dollars ($400.00) for bulkhead and riprap structures sited below normal high water or normal water level. Permit fees shall be paid by check or money order payable to the Department. History Note: Authority G.S. 113A-107, 113A-113(b); 113A-118.1; 113A-119; 113-119.1; 113A-124; Eff. March 1, 1984; Amended Eff. September 1, 2006; August 1, 2000, March 1, 1991. 15A NCAC 07H .1104 GENERAL CONDITIONS (a) This permit authorizes only the construction of bulkheads and the placement of riprap conforming to the standards herein. (b) Individuals shall allow authorized representatives of the Department of Environment, Health, and Natural Resources to make periodic inspections at any time deemed necessary in order to be sure that the activity being performed under authority of this general permit is in accordance with the terms and conditions prescribed herein. 43 (c) There shall be no significant interference with navigation or use of the waters by the public by the existence of the bulkhead or the riprap authorized herein. (d) This permit will not be applicable to proposed construction where the Department has determined, based on an initial review of the application, that notice and review pursuant to G.S. 1 13A-119 is necessary because there are unresolved questions concerning the proposed activity's impact on adjoining properties or on water quality; air quality; coastal wetlands; cultural or historic sites; wildlife; fisheries resources; or public trust rights. (e) This permit does not eliminate the need to obtain any other required state, local, or federal authorization. (f) Development carried out under this permit must be consistent with all local requirements, AEC rules, and local land use plans current at the time of authorization. History Note: Authority G.S. 113A-107(a); 113A-107(b) 113A-113(b); 113A-118.1; 113A-124; Eff. March 1, 1984; Amended Eff. May 1, 1990; December 1, 1987; RRC Objection due to ambiguity Eff. May 19, 1994; Amended Eff. August 1, 1998; July 1, 1994. 15A NCAC 07H .1105 SPECIFIC CONDITIONS (a) This general permit is applicable only along shorelines void of wetland vegetation including marsh grass and wooded swamp, or where all construction is to be accomplished landward of such vegetation. (b) Bulkheads and riprap material shall be positioned as follows: (1) Bulkheads shall be positioned so as not to exceed more than an average distance of 2 feet waterward of the normal high water mark, or the normal water level contour, whichever is applicable. In no case shall the bulkhead be positioned more than 5 feet waterward of the normal high water or normal water level contour at any point along its alignment. (2) Riprap shall be positioned so as not to exceed a maximum of 5 feet waterward of the mean high water mark or normal water level contour at any point along its alignment. Where there is an existing bulkhead structure, riprap shall be allowed to extend a maximum of 10 feet offshore. This location standard shall take into consideration the height of the area to be protected (i.e. bulkhead height, water depth) and the alignment shall allow for a slope no flatter than 2 feet horizontal per 1 foot vertical and no steeper than 11/a feet horizontal per 1 foot vertical. (c) Along shorelines within upland basins, canals, and ditches, bulkheads or riprap material must be positioned so as not to exceed more than an average distance of 5 feet waterward of the normal high water mark or the normal water level contour, whichever is applicable. In no case shall the bulkhead or riprap be positioned more than 10 feet waterward of the normal high water or normal water level contour at any point along its alignment. For the purpose of these Rules, the Atlantic Intracoastal Waterway (AIWW) is considered a natural shoreline and development shall occur as described in 7H .1105(b). (d) Construction authorized by this general permit shall be limited to a maximum shoreline length of 500 feet. (e) All backfill material shall be obtained from an upland source. (f) The bulkhead shall be constructed, or the riprap shall be in place prior to any backfilling activities. (g) The bulkhead or riprap shall be structurally tight so as to prevent seepage of backfill materials through the structure. (h) Riprap material shall be free from loose dirt or any other pollutant. It shall be of a size sufficient to prevent its movement from the site by wave or current action. (i) Riprap material shall consist of clean rock or masonry materials such as but not limited to granite or broken concrete. Materials such as tires, car bodies, scrap metal, paper products, tree limbs, wood debris, organic material or similar material, are not considered riprap. 0) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other suitable materials approved by department personnel. No excavation is permitted except for that which may be required for the construction of the bulkhead wall, riprap, deadmen cables, etc. This permit does not authorize any excavation waterward of the approved alignment. (k) Bulkheads or riprap shall not extend beyond established alignments nor restrict the original width of the canal or basin. (1) If one contiguous acre or more of property is to be excavated or filled, an erosion and sedimentation control plan shall be filed with the Division of Land Resources, Land Quality Section, or appropriate local government having jurisdiction. This plan shall be approved prior to commencing the land -disturbing activity. History Note: Authority G.S. 113A-107(a); 113A-107(b); 113A-113(b); 113A-118.1; 113A-124; Eff. March 1, 1984; Amended Eff. April 1, 2005; December 1, 1991; January 1, 1989; December 1, 1987. 44 Dep,g cment of Insurance Requirements not Regulations by Division of ' coastal M(anagernent Ji "�,'`�`u:,� •. �x,. �„ ;` ITS •. - LAP WALER5 M. 2'-0' -- EVERY OTF" MC av[_ LINE ELEV. VARIES I EXP45Ep 4iEiGt1T SHCCTiNG P£METRATIpH� NG1 NORMAL ROUND TfteR PLE OR� "IMMl1H SMI!7 NG MARNE C.MC SCIUARC SPAWN ME 'NQTEt IF P055iE a PROVIDE RP RAP AT BASE OF BLUMEAD TO MYENT TCE EROSION AND SCOUR Types of Timber Sheet plies fi of AS IPOS54BLE, AS TIGM7- AND �FRDUR 11U5 RECOMMENDED THAT ONE OF THE TYPES OEE f JONTS SVOWN MOW 8E USED. WA TCR SIDE SOUARE EAWALL GRADE CSEMLL SLC:APT VZK3 OPP7 Z�D' GRADFJ T'�G' T � G' WAITETELD NOP--AL GRADE SCE NOTE' 'A- BCLOW SEE NOTE '15' BELoW SOIL 5V WU LE OVERLAP [NORMAL GRADE) SHrrTtNG NOTE J'A' TCNGUE PROFILE SHCULD FIT L005ELY IN GROOVE AND VEF1)5 TO BE 314" LONG FOR 2 DIMENSICN TIM6E9 AND V FCK 3" AND 4" TIM 6 r R5. BOTH SEAWALL AND MARINE GRA X5 C,. N SE USED. 511CLTNG NOTE '15' 'WXZr!ELD' PATTERN 15 FATLY NORMAL FOR !' KCscEHT1AL APfL;CAT10N5 Bi FRE5H WATER. GRADE AND HAND 5ELCCTED NO"L GRADES M1�A'r at USED. BOTH SEAWALL lyplccT! Sheeting ,ae6etrotlon for 2" Dimenstort Lumber POI/C ofToto/Show Length to Expose Height BERM MATERIAL Cur/SAND SAND FFM SAND dA1yK d O B DM 415 O 8E 10 15 O BE O 1K D 1.8 2.1 2.4 1.7 1.q 5..5 1.5 1.1 2-0 -- lO I.q 2.2 2.5 1.7 2.0 2.8 I.G 1.7 2.1 2C 1.8 Z.2 3'2 J.G 1.5 2.3 NOTE, A55UME5 NO SURCHARGE AND ADEQI;ATE ANCHORAGE EXAMPLE, WTti A BANK ANGLE OF 10". BERM ANGLE OF 10'. AND AN EXPOSED i1EICJ11 OF 5 FEET N A SAND HATEICIAL THr 5hrr T LLNGT'Y WOULD BE 5.0 X 2.0 CRATIO� b 10 FEET. M T'd I XU3 13rd3SU_1 dH WdBC:C 2ooa ST unr 15/2004 14:13 FAX 919 882 4414 NC DSP'P OF INSTIRANGB a o"o Bulkhead Design Nornograph (florBe m, not sank, Sandy Soil) 'POCGDURE FOR U5EOF NO�AGG7,VV I -I VFAW HORIZONTAL LIVE FROM EXPOSED HEIGHT OF BULKHEAD ACROSS EN'nRE WIDTH OF NCMOGRAFH AS 8HCWN H E�,AMFLE:5ELO'.9 pRAW VERTICAL LINES FROM POIW5 OF INTERSOECTICN DN GRAPHS (ANCHOR, SHEET, AND FACT PILE$ DONWNTO L& GTH LNE.) 12 y, 9 LU 4! 4 10 T'3 LENCJH WALER 5FACJNG FOR MOhRNT - I<rvucncN Ih 5FIELTNG A OR ►'FLIT MHIIW ExP09E0 - rKtt�lt mE me LENGTH IML V, � rAGE PI-E FI;METRIL n10N UFFE]R WALER M HECHT MUER EOTTOM WALER War HOLE PWV" RP RAP TO PMNTW SGOLR 5NEET LENGTH i ORAL PLE! 50UTHG 1 --ROLNO T*ZFR FALL ME ANCHOR FILE Typlcol BulkheadTermfnology O cr V, 25 � 60 s = ~ ao 0 r q� m O S ANG10R F� 5M[Lt L!j FILE FACE PILE EXAMPLE, tJ Q n N O ;n ~ d n 0 UK 3 ` I (l _ �- TiE ROD L WALL DRAG PLE FOR A 7' EXPOSED HEIGHT CULKHEAD N COOP GRANULAR SAIL WITH A FLAT BERM ANGLE (00) AND A FLAT BANK ANGLE CO°) A TRIAL DESIGN WOULD t"lLD, 6LFAAL D "" ANCHOR PLC LENGTH - 5' SHEE-TNG TFMGKNESS 2' StiCCT PtLC LI=NGTtt w 12' FACE PLE LEwrH = 14• ANCHOR PLC BUTT tAA . 7' FACE PLE BUTT M - 9-40' ANCHOR LOGATfOH - 2.5' ANCHOR SPACING = 7,5' WALER DFUGH TOP WALER G X 5 (3/4 BaLTS� MID WALER G X B :3/4 BOLTS) BOTTOM WALER G K 8 C3/4 501-183 DRAG PLE BUTT DIA = 10' DRAG PLC BLJRIAL DEPTH - 4' TIE ROD - 3/4' CIA 15' LONG z•d Xd_A 13C83SU-1 dH WdBC:Z ZOOZ Si unC r9 5 cu rit ry en h a n c e d do c is m en 1. See hack /or do to i ls. g 800 PAMLICO SOUND CONSTRUCTION, INC. 08-05 313 GALES CREEK RD. NEWPORT, NC 28570-9062 66-19J630 NC DATE zio PAY n A n TO THE JV l� �/� ORDER OF $ C) O-LTi4 R S ` 8 BankofAmerica.%,, ACH R/r 053000196 �9 v I l.P rr'ay>l FOR � ��� -- 116DO L800u' l:053000 L96l: 0006537698 241i' MONITORING & COMPLETION REPORT [CAMA Major Development & State Dredge & Fill Permits] PERMITTEE'S NAME: `I LOCATION: PERMIT # FIELD REP. PHONE: (/ 7 %p� DATE REPORTEDLY COMPLETE: DATE OF INSPECTION�(� 1) ured dimensions of the development differ from those indicated in the permit and workplat? pcsircle one]. COMMENT: 2) SEDIMENTATIQNz& EROSION CONTROL disturbed areas? O [circle one] COMMENT: Has Permittee seeded, grassed, or otherwise stabilized all 3) FUTURE MONI RING & ENFORCEMENT ACTION: Is further investigation or enforcement action needed? YES/ O ircle one]. COMMENT: