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Home My WebLink About7957_WHITE, T. HOWARD_19920312r4' CAMA AND DREDGE AND FILL GENERAL � PERMIT 7957 as authorized by the State of North Carolina, Department of Natural Resources and Community Development and ;e�C Reso ce,� oE-s�io�inan area of environmental concern qrs nt to 15 NCAC �� li Phone Number /� -21`72 — Type of Project Activity PROJECT DESCRIPTION I SKETCH COQ number r ulkhead length Amax. distance offshore 2FT Basin, channel dimensions cubic yards Boat ramp dimensions Other (SCALE: A X'a' 7Z �r ''" �Gr-�,c l6 /'�t(��/�l/fGlj��i° �/yJ�-�4 / %rC � ��C✓Cl`'->�/ 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, imprisonment or civil action; and may cause the permit to be-.--r come 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) this pro - is consistent with the local land use plan and all local _ inances, and 2) a written statement has been obtained from adjacent riparian landowners certifying t at they ave no objections to the propose work. In issuing this permit the State of North Carolina certifies that this project is consistent with the North Carolina Coastal Management Program. applicant's signature permit off cer's signature tad= issuing date expiration date attachments , //�o 0" application fee v M r + I T. HOWARD WHITE 0136 SHELBY H. WHITE 144ANCDWHITE NBLUFF 919 % r / 19 r, 66-152/531 144A WHITE OAK BLUFFS 919-393-2721 J / L 009 STELLA, NC 28582 [ J Puy To he i� /7 • jJ , �v. QQ Order O �j ��/ Wachnvia Ilank of North Carolina, N.A. Morehead Cite, NC 28557 Mento I:OS3LOIS291: 5I,60 I&M2?"' 0136 o '12,0 1,,( u a _I - ADJACENT RIPARIAN PROPERTY OWNER STATEMENT (FOR A PIER) I hereby certify thatI own property adjacent to 's property Name located at on (Lot, Block, Road, etc.) in K N.C. (Water Body) (Town and/or County) He has described to me as shown below the development he is proposing at that location and I have no objections to his proposal. I understand that a pier must be set back a minimum distance of fifteen feet (151) from my area of riparian access unless waived by me. I do not wish to waive that setback requirement. I do wish to waive that setback requirement. Description and/or drawing of proposed development: (TO BE FILLED IN BY INDIVIDUAL PROPOSING DEVELOPMENT) c - ,S- g atulre Name ?- 14//-z/ Phone Number Frank F. Fagan 1517 West Avenue Richmond, VA 23220 March 7, 1992 Mr. Howard White Box 144 A White Oak Bluffs Stella, N.C. 28582 Dear Howard, In response to your telephone request of March 7, I hereby state that I have no objection to a pier and bulkhead on Windy Point that adjoins my property, Lot 1 of White Oak Bluffs Development. I would not like to have a light on the pier because it causes discomfort when trying to enjoy the natural scenery at night. \ /y GENERAL PERM APPLICATION INFORMATION APPLICANT'S NAME: GS �� ✓�� l�rLlir% �` (First) (Middle) (Last) &ING ADDRESS: I W A W-P ke— 6 4K (PERMANENT) L.L.r-\ STATE A ZIP TELEPHONE: WORK ( ) � � Z � HOME ( ) CONTRACTOR'S NAME: TELEPHONE NUMBER PROJECT LOCATION: N.C. Hwy. # SR # Road/Street Name Waterway Name County Ci4S�Ti9 i2r�Y Town _S/��' l._ Subdivision r)NTr- oAl1 PROJECT ACTIVITIES: PIER: Total dimensions of pier from MHW to platform 6 6 (Length) (Width 'T' or 'L'-head platform Water depth at end of pier, 4 HOUSE/BOAT LIFT: Length Length Number of Piles (Width) (Number of Mooring Piles) Number of Mooring piles Width Water Depth BULKHEAD: #1 Total length 1=11—Ov Average distance waterward MHW 2- Maximum distance waterward MHW S #2 Total length Average distance waterward MHW Maximum distance waterward MHW RIPRAP: Total length Base width from MHW EXCAVATION: [MAINTENANCE 'ONLY'] Length Width Depth of Cut Adjusted water depth on MLW Existing water depth(s) Estimated Cubic Yards (length x width x depth/27) • Type of spoil: Sand Mud Dragline Backhoe Hydraulic OTHER STRUCTURES: