18-23 Respess

Issued by DCM
City of Beaufort

as authorize

CAMA
MINOR DEVELOPMENT
PERMIT
d by the State of North Carolina, Department of Environmental Quall
18-23
Permit Number

NORTH CAROLINA
ity Environmental Quality
and the Coastal Resources Commission for development in an area of environment
concern pursuant to Section 113A-118 of the General Statutes, "Coastal Area
Management"

Issued to William Respess authorizing development in the Estuarine Shoreline (AECs) at 561 Avocet Drive in Beaufort,
Carteret County as requested in the permittee’s application, dated February 3, 2023, and received by DCM February 10,
2023. This permit issued on February 10, 2023, is subject to compliance with the application and drawing received by DCM
on February 10, 2023 (where consistent with the permit), all applicable regulations and special conditions and notes set
forth below. Any violation of these terms may subject the permittee to a fine, imprisonment or civil action, or may cause
the permit to be null and void.
This permit authorizes: Construction of a single-family residence.

(1) All proposed development and associated construction must be done in accordance with the permitted site drawing,
received by DCM on February 10, 2023.

(2) All construction shall conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.

(3) Any change or changes in the plans for development, construction, and/or land use activities will require re -evaluation and
modification of this permit.

(4) A copy of this permit shall be posted or available on site throughout the construction process. Contact this office at
[phone] for a final inspection at completion of work.

(Additional Permit Conditions on Pages 2 and 3)

This permit action may be appealed by the permittee or other qualified persons
within twenty (20) days of the issuing date. This permit must be on the project
site and accessible to the permit officer when the project is inspected for
compliance. Any maintenance work or project modification not covered under
this permit, require further written permit approval. All work must cease when this
permit expires on:

December 31, 2026

In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.

Wayne Hall
NCDCM FIELD REPRESENTATIVE
400 Commerce Avenue
Morehead City, NC 28557

PERMITTEE
(Signature required if conditions above apply to permit)
Name: Respess
Minor Permit # 18-23
Date: February 10, 2023
Page 2 of 2

(5) Any structure(s) constructed within the Estuarine Shoreline AEC shall comply with the NC Building Code, including the
Coastal and Flood Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage
Prevention Ordinance as required by the National Flood Insurance Program. If any provisions of the building code
or a flood damage prevention ordinance are inconsistent with any of the following AEC standards, the more
restrictive provision shall control.

(6) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Disturbed areas shall be vegetated and stabilized (planted and
mulched) within 14 days of construction completion.

(7) The amount of impervious surface/coverage on this property shall not exceed 30% within 75 feet of the Normal
High Water line.

(8) This permit does not authorize the excavation or filling of any wetlands or open water areas, even temporarily.

(9) Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise
disposed of to a third-party.

(10) If a court of competent jurisdiction determines that a party other than the permittee has legal rights to any part of the area
approved under this permit, this permit shall be null and void as to the area the court determines is not owned by the
permittee. This condition shall take effect on the date such court judgment becomes final. In such event, the permittee
shall consult DCM prior to initiating or continuing any further development under this permit.

SIGNATURE: DATE:
PERMITTEE

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LOT LINE
(TYP.)
/Z LOT 252 7
UTILITY
ASE EMENT
(TYP.)
17-,
c
HOME HEIGHT ELEVATION LIMIT: 40' '
\\ i
LOT LIMITED TO 3.310 SF OF BUILT UPON AREA \
APPROX. CURRENT LOT ELEV
MIN. HOME FFE = 7' �\\
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LOT 253 ^ `
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AVOCET
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DITCH SLOPE
DRIVEWAY Cl
(SEE SIZE & # OF B/
REFERENCED(
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6"X6" TREATED LUMBER (TYP.)
WOODEN END TREATMENT DETAIL
NTS
ANDS
fi r s
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6"X6" TREATED LUMBER DEADMEN
PROPOSED DRIVEWAY
x FINISHED GRADE
BEAU COAST PHASE 2B
6" MIN.
#57STONE
INFORMATION CURRENT AS OF AUGUST 17, 2020.
LOT PURCHASER SHOULD ENGAGE AN
ENGINEER, ARCHITECT OR SIMILAR DESIGN
OR CONSTRUCTION PROFESSIONAL TO
VERIFY THE ACCURACY OF CURRENT FIELD
CONDITIONS AND OF THE REGULATORY
BUILDING REQUIREMENTS PRIOR TO
PURCHASE OF THE LOT AS CONDITIONS MAY
HAVE CHANGED AFTER PREPARATION OF
THIS DOCUMENT.
FLOOD PLAIN NOTES:
• THIS LOT IS LOCATED WITHIN THE 100-YEAR
FLOOD PLAIN (FEMA FLOOD PANEL
3720731600J, DATED 7-16-2003). THE
REQUIRED FINISHED FLOOR ELEVATION
(FFE) IS 7 FEET, WHICH IS 1 FOOT ABOVE
THE 100 YEAR FLOOD ELEVATION.
• NEW BASE FLOOD ELEVATION ON
PRELIMINARY FEMA MAP (DATED: 6130/2016)
PENDING ADOPTION. CONTRACTOR TO
VERIFY BUILDING CODE REQUIREMENTS
PRIOR TO CONSTRUCTION.
HOME & ROOF DRAIN NOTES:
• THE HOME AND ROOF DRAIN OUTLETS MAY
BE CONSTRUCTED ANYWHERE WITHIN THE
AREA SHOWN IN RED.
• OTHER THAN ROOF DRAINS AND DRIVEWAY
CULVERTS, ONLY VEGETATED
CONVEYANCES WITH SIDE SLOPES
FLATTER THAN 3:1 ARE ALLOWABLE. NO
ADDITIONAL STORMWATER PIPING SHALL
BE CONSTRUCTED ON THE LOT.
FRONT & REAR PROPERTY CORNERS
WETLANDS ON PROPERTY CORNERS
■
■ WETLANDS BENDS
WETLANDS ON PROPERTY LINES
FENCE CORNERS
EASEMENT CORNERS
REQUIRED DRIVEWAY PIPE FOR LOT IS: TWO 15" CLASS III RCP.
NOTES:
1. CONTRACTOR TO DRILL 3/4" HOLES PERIODICALLY TO ALLOW FOR DRAINAGE.
2. DRILL AND INSTALL 24" LONG # 4 REBAR ANCHORS AND CONNECTOR
FASTENERS AT 24" CENTERS AVERY TWO COURSES.
3. IT SHALL BE THE RESPONSIBILITY OF THE LOT PURCHASER TO INSTALL
TWENTY LINEAR FEET (20') OF REINFORCED CONCRETE PIPE. SIZE AND CLASS
AS LISTED PER THE DETAIL: THE LOT PURCHASER SHALL ALSO BE RESPONSIBLE
FOR INSTALLING THE TREATED WOOD END TREATMENT PER THE INCLUDED DETAIL.
GRAPHIC SCALE
60 0 30 60 120
I
1) 1 inch = 60 ft.
LOT 253 PLOT PLAN
' WithersRavenel
' Engineers I Planners I Surveyors
219 Station Road, Suite 1011 Wilmington, NC 28405
A —

1
5

O,g
9
LOT LINE
(TYP.)
M
LOT 252
UTILITY
EASEMENT
(TYP.)
\ v 35'ACCESS
EASEMENT
SWALE
CENTERLINE
AVOCET
DRIVE
-p.
s
HOME HEIGHT ELEVATION LIMIT: 40' '
LOT LIMITED TO 3,310 SF OF BUILT UPON AREA
v APPROX. CURRENT LOT ELEV = 5'
MIN. HOME FFE = 7'
03' 11
LOT 253
i
i"
WETLANDS
ACTUAL DRIVEWAY &
CULVERT LOCATION
TO BE DETERMINED
BY LOT OWNER
20' D&WNAGE
—EASEMENT c
11SR' M
INFORMATION CURRENT AS OF AUGUST 17, 2020,
LOT PURCHASER SHOULD ENGAGE AN
ENGINEER, ARCHITECT OR SIMILAR DESIGN
OR CONSTRUCTION PROFESSIONAL TO
VERIFY THE ACCURACY OF CURRENT FIELD
CONDITIONS AND OF THE REGULATORY
BUILDING REQUIREMENTS PRIOR TO
PURCHASE OF THE LOT AS CONDITIONS MAY
HAVE CHANGED AFTER PREPARATION OF
THIS DOCUMENT.
FLOOD PLAIN NOTES:
• THIS LOT IS LOCATED WITHIN THE 100-YEAR
FLOOD PLAIN (FEMA FLOOD PANEL
3720731600J, DATED 7-16-2003). THE
REQUIRED FINISHED FLOOR ELEVATION
(FFE) IS 7 FEET, WHICH IS 1 FOOT ABOVE
THE 100 YEAR FLOOD ELEVATION.
• NEW BASE FLOOD ELEVATION ON
PRELIMINARY FEMA MAP (DATED: 6/30/2016)
PENDING ADOPTION. CONTRACTOR TO
VERIFY BUILDING CODE REQUIREMENTS
PRIOR TO CONSTRUCTION.
HOME & ROOF DRAIN NOTES:
• THE HOME AND ROOF DRAIN OUTLETS MAY
BE CONSTRUCTED ANYWHERE WITHIN THE
AREA SHOWN IN RED.
• OTHER THAN ROOF DRAINS AND DRIVEWAY
CULVERTS, ONLY VEGETATED
CONVEYANCES WITH SIDE SLOPES
FLATTER THAN 3:1 ARE ALLOWABLE. NO
ADDITIONAL STORMWATER PIPING SHALL
BE CONSTRUCTED ON THE LOT.
S FRONT & REAR PROPERTY CORNERS
•
WETLANDS ON PROPERTY CORNERS
WETLANDS BENDS
WETLANDS ON PROPERTY LINES
• FENCE CORNERS
EASEMENT CORNERS
REQUIRED DRIVEWAY PIPE FOR LOT IS: TWO 15" CLASS III RCP.
�p l # 4 REBAR (TYP.) NOTES:
ED LUMBER DEADMEN 1.
RILL 3/4" HOLES PERIODICALLY TO ALLOW
PO,O\N\�GFIO� 6" S6" TREAPROPO ED DRIVEWAY
2. FAST CONTRACTOR
INSTALL
204DCENTLONG
ERS AVERY TWO COURSES.AND CONNECTOR
DRAINAGE.
FINISHED GRADE
3. IT SHALL BE THE RESPONSIBILITY OF THE LOT PURCHASER TO INSTALL
TWENTY LINEAR FEET (20') OF REINFORCED CONCRETE PIPE. SIZE AND CLASS
DITCH SLOPE #57 STONE AS LISTED PER THE DETAIL: THE LOT PURCHASER SHALL ALSO BE RESPONSIBLE
FOR INSTALLING THE TREATED WOOD END TREATMENT PER THE INCLUDED DETAIL.
DRIVEWAY CULVERT
(SEE SIZE & # OF BARRELS 2' MIN.
REFERENCED ON THIS GRAPHIC SCALE
SHEET) 6" MIN. . 60 0 30 60 120
6'X6" TREATED LUMBER (TYP.) ,
WOODEN END TREATMENT DETAIL
NTS 1 IDCiI = 60 ft.
RP- WithersRavenel
BEAU COAST PHASE 2B LOT 253 PLOT PLAN 1io Engineers I Planners I Surveyors
219 Station Road. Suite 1011 Wilmington. NC 28405
t 910-256-92771 license #: C-0832 1 www.withersravenel.com