20090170 Ver 1_Individual_20090218

49

NCDENR
North Carolina Department of Environment and Nat ural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
February 13, 2009
MEMORANDUM

TO:
Cyndi Karoly ((
a `- 0 OWLS
Environmental Biological Supervisor

Division of Water Quality FEB 1 g 2009

FROM:
Doug Huggett DENR - WEIR QUALITY
WETLANDSME)STORMWAMBRAWA
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Robert and Susan Daniels
Project Location: 329 Whites Neck Lane, Knotts Island, Currituck County
Proposed Project: Bulkhead, riprap sill, boat ramp, pier, platform, boatlift, mooring piles
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 03/06/09 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Ron Renaldi at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nccoastalmanagement.net One
NorthCarohna
An Equal Opportunity 1 Affirmative Action Employer Natmrall#
rlrn'`r.?..-m•-???vr ?-'r ms

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Robert & Susan Daniels
2. LOCATION OF PROJECT SITE: 329 Whites Neck Lane (off of SR 1390), Knotts
Island, Currituck County, adjacent to the Currituck Sound.
Photo Index -
2006: 197-7021 (1 11-13) 2000: 197-2378 (J 11-13) 1995: 197-2072 (19-12)
1989: 1 35-1 (P 9-11) 1984: 131-647 (R 14-16) 1978: 96-1474 (0,P 9-11)
State Plane Coordinates - X: 2910500 Y: 1011600
Rover File: E012914A Quadrangle: Barco, NC U.R
3. INVESTIGATION TYPE: CAMA / Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5/1/08, 1/29/09
Was Applicant Present - Yes, No
5. PROCESSING PROCEDURE: Application Received Complete - February 5, 2009
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification From LUP - Limited Service and Conservation
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private residential
(E) Wastewater Treatment: Existing - Septic
Planned - N/A
(F) Type of Structures: Existing - House, Boathouse, Barn and Sheds
Planned - Riprap sill, bulkhead, boat ramp, pier &
platform, mooring piles and boat lift
(G) Estimated Annual Rate of Erosion: 5 feet/year
Source - Applicant
7. HABITAT DESCRIPTION: [AREA, square feet (SF)]
FII I Pn rnTU1:0
(A) Shallow Bottom PTA, EW AEC's
-Bulkhead 5,600 SF
-Riprap Sill 482 SF
-Concrete Boat Ramp 300 SF
-Alternate Wooden Boat Ramp 300 SF Shaded
-Pier and Platform 888 SF Shaded
(B) Estuarine Shoreline
-Concrete Boat Ramp 225 SF Impervious surface
- Alternate Wooden Boat Ramp 225 SF Disturbed area
?v? uiai Afea uibLurbea: i,4yb 5t-
Robert & Susan Daniels
Field Investigation Report
Page 2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to replace a remnant wooden
bulkhead with a new vinyl bulkhead, construct an off-shore riprap sill to protect a 404
wetland shoreline, install a boatramp, and construct a pier & platform with a boatlift
and mooring piles.
Proiect Setting
The site of the proposed development is a located on Bay Point at 329 Whites Neck Lane, off
of SR 1390 on Knotts Island, Currituck County adjacent to Knotts Island Bay and the Currituck
Sound. The property has approximately 1,750' of shoreline on the north and east side and is
bordered on the south and west side by a single parcel of land.
The tract is 16 acres in size and contains approximately 5 acres of USACE 404 and coastal
wetlands located in the northwest corner and eastern side of the property. The remaining
area is further divided into approximately 8 acres of agricultural fields and 3 acres of cleared
uplands along the northern shoreline. The portion of the tract that the proposed
development will take place in is within the cleared upland area and an adjacent section of
404-wetlands. The upland area is flat, has an elevation of approximately 2.5 ft above
normal water level (NWL), has sandy soils and is vegetated with loblolly pines (Pious
taeda), live oaks (Quercus virginiana) and mowed yard grasses. Man-made structures
include a gravel road, a single-family residence, a barn, sheds, a bulkheaded canal with a
boathouse that has filled in and a bridge over the canal. The adjacent property to the west
and south is largely undeveloped with USACE 404-wetlands and agricultural fields with no
man-made structures. Based on available information, there appears to be no
archaeological sites on this property, however, site # CK24 is located approximately 1.4
miles to the southwest.
The shoreline within the development area is approximately 650' long. A remnant 497'
bulkhead that has fallen into disrepair exists along this shoreline. Due to storms and age, it has
been washed out in several places causing erosion to occur landward of the bulkhead along its
entire length. The bulkhead now averages 12.8' waterward of the current NWL with a maximum
distance of 30'. A 1 ft erosion escarpment exists at NWL. Approximately 135' of shoreline
exists to the west of the remnant bulkhead that borders USACE 404-wetlands and a portion of
coastal wetlands along the property boundary. Coastal wetlands species identified within this
area include giant cordgrass (Spartina cynosuroides), black needlerush (Juncus reomerianus)
and cattails (Typha spp.).
The waters of the Currituck Sound in this area are classified as SC and are closed to shellfish
taking. There is approximately 1 mile of open water to the east of the project site and 2 miles of
open water to the north of the project site. Water depths with the project site range from NWL
to -2.5' and the bottom substrate within this area is made up of fine sands. Due to high water
turbidity within the project site, no Submerged Aquatic Vegetation was observed, however, it
was observed floating within the water column.
Robert & Susan Daniels
Field Investigation Report
Page 3
Previous permits issued for development on this property include CAMA Major Permit #174-78
issued in 1978 for maintenance excavation within the canal, USACE general permits
SAWC078-N-027-000406 issued in 1978 for maintenance excavation within the canal and
SAWC078-N-025-0080 issued in 1982 for the replacement of a bulkhead, and CAMA General
Permit A176 issued in 1985 for repair work to an existing pier and bulkhead.
Development Proposal
In order to prevent further erosion, the applicant proposes to construct a bulkhead at the
approximate location of the remnant bulkhead. The bulkhead will be run in a straight alignment
for 477'. Approximately 307will be constructed 2 ft waterward of the existing remains and the
remaining 170' will be constructed landward of the existing structure to keep the alignment
straight. The return wall on the east side of the proposed bulkhead will turn back into the
property for 29' where it will tie into an existing bulkhead of a canal that has filled in. The return
wall on the west side of the proposed bulkhead will turn back into the property and run for 48'
along the existing return walls alignment into the upland area. The bulkhead will average
approximately 12.5' waterward of the existing NWL and will have a maximum distance of 27'
from NWL.
The applicant then proposes to construct an offshore riprap sill to protect a shoreline that
borders USACE 404 wetlands and an area of coastal wetlands. The riprap sill will tie into the
western return wall of the proposed bulkhead. The sill will begin 25' landward from the
bulkhead corner and run in a straight alignment for 99' and then turn back towards shore and
run for approximately 11' to the shoreline where it will end. The landward toe of the sill ranges
from 8' to 22' from NWL and the base will be 4 ft wide.
In order to provide water access, the applicant proposes to construct an 84'x 6' long pier that
will end with a 24'x 16' open platform with built in benches. A 13'x 13' boatlift is proposed on
the western side of the platform and two mooring piles are proposed on the eastern side of the
platform to provide a second slip. The mooring piles will be placed 16' out from the platform
and will be 13' apart.
In order to provide boat access, the applicant proposes to construct a 35' x 15' boat ramp at the
base of the pier on the eastern side. The applicant proposes two possible designs that both
have identical footprints of 20' x 15' waterward of NWL. The first design will have a vinyl
bulkhead built on the east and west side of the ramp extending out from the bulkhead 20'
where a temporary cofferdam will be constructed to keep water out of the ramp area during
construction. The enclosed area will be backfilled and capped with concrete to create an angle
that will be even with the top of the bulkhead. The concrete ramp will extend landward of the
bulkhead for 15'. The second design would be a pile supported timber frame ramp with a
slotted-board deck and a 15' timber apron extending landward from the bulkhead.
Anticipated Impacts
• The construction of the bulkhead along the proposed alignment will result in the filling of
approximately 5,600 SF of Estuarine Waters and Public Trust Area AEC's with clean fill from
an upland source.
Robert & Susan Daniels
Field Investigation Report
Page 4
• The construction of the riprap sill along the proposed alignment will result in the filling of
approximately 482 SF of Estuarine Waters and Public Trust Area AEC's.
• The placement of the pier and platform will result in the shading of 888 SF of shallow water
habitat within the Estuarine Waters and Public Trust Area AEC's.
• The proposed concrete boat ramp will result in the filling of 300 SF of shallow water habitat
within the Estuarine Waters and Public Trust Area AEC's.
• The proposed concrete boat ramp will result in 225 SF of impervious surface within the
Estuarine Shoreline AEC.
• The alternative wooden boat ramp will result in the shading of 300 SF of shallow water
habitat within the Estuarine Waters and Public Trust Area AEC's.
• The alternative wooden boat ramp apron will result in 225 SF of disturbance within the
Estuarine Shoreline AEC.
Submitted by: Ron Renaldi
Date: February 6, 2009
MAJOR PERMIT FEE MATRIX
Applicant: ?,Sar, ' )2o&/F 1)4n,c is
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
? development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
E] development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
El commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
111(B). Public or commercial
? development, if General $400 100%($400) 0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
? Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
El involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
Project Narrative
Date: August 25, 2008
Applicants: Susan and Robert Daniels
Contact information:
Adress:15351 Abner Church Rd, Glen Allen, VA 23059
Home Phone: [phone]
Work Phone: [phone]
Cell Phone: [phone]
Fax: [phone]
Location: 329 Whites Neck Lane. The property is located at the extreme south east
portion of Knotts Island, NC. It faces Knotts Island Bay/Back Bay to the north and the
channel that separates Knotts Island Bay from Cuzrituck Sound to the east (see location
map).
Overview: This project includes the repair/replacement of an existing bulkhead, building
a boat ramp and re-building a pier where one previously stood. It also includes placing a
rip-rap sill along approximately 100 feet of unprotected shoreline at the west end of the
property. A major permit is being sought as the bulkhead is longer than 500 feet, and
some portions of the bulkhead are washed out greater than 5 feet. The proposed 100' pier
is to replace one has been gone now for several years.
We recently inherited this property from my father-in-law Joe Burt. Due to his declining
health, the property has not been kept up and our goal is to restore it to its previous
splendor. The house looks out over Knotts Island Bay across a grass yard that extends to
the water's edge. The bulkhead has been in need of repair for some time with loss of
back fill along its length but Tropical storm Ernesto caused three breaches in the
bulkhead and the erosion in these locations has been at a very rapid rate. This storm
flooded the house and extensive repairs were required. As this was Joe Burt's residence,
this took precedence over repairing the bulkhead and then with his rapid decline in health
and subsequent death we could not address the bulkhead repairs until now.
Replacement of bulkhead in front of house
There has been a bulkhead here for decades. The current bulkhead is in severe disrepair
and is washed out to various degrees along its entire length. It is a long straight bulkhead
477 feet in length with a turn back on the west end and continuing into the canal on the
east end. We propose constructing a new vinyl bulkhead immediately in front of the
existing bulkhead, except in one area where it will cross behind the old bulkhead. In the
area with the greatest amount of erosion, the new bulkhead will pass landward of the old
bulkhead to reduce the amount of backfill and produce straighter line between the east
and west bulkhead returns. The current bulkhead still retains soil along the majority of its
length. The water depth in front of the bulkhead is on average 12-18" deeper than
immediately behind the bulkhead. (see cross section). The waterline varies behind the
bulkhead. For the majority of the length of the bulkhead the waterline varies from zero to
four feet, however there are three sections where it is more and one severely eroded area
DCM MP-1
Vul15k?p LS U V L5 ill.)
FEB 1 8 2009
DENR - WATER QUALITY _ JAN 5 2009,
APPLICATION for 'Izhelhi'ViEi?r
Major Development Permit
Gast revisod 12/27/06)
- 0 1 7 0 North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Applicant 1: First Name
Robert MI
M Last Name
Daniels
Applicant 2: First Name
Susan MI
B Last Name
Daniels
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
15351 Abner Church Rd. PO Box City
Glen Allen State
VA
ZIP
23059 Country
USA Phone No.
804 - 749 - 4098 ext. FAX No.
804 - 346 - 4075
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Lyn Small, Inc Marine Construction Services
Agent/ Contractor 1: First Name MI Last Name
Lyn F Small
Agent/ Contractor 2: First Name MI Last Name
Scott C Small
Mailing Address PO Box City State
113 Ballast Rock Dr Powells Point NC
ZIP Phone No. 1 Phone No. 2
27966 252 - 491 - 8562 ext. ext.
FAX No. Contractor #
252 491 8564 29760
Street Address (if different from above) City State ZIP
Email
[e-mail]
J
<Form continues on back>
Form DCM MP-1 (Page 2 of 4)

IAN ? 0 rnq

JAN 5 2 gg
APPLICATION for
Major Development Permit
3. Project Location '?? asett
County (can be multiple) Street Address State Rd. #
Currituck 329 Whites Neck La.
Subdivision Name City State Zip
Bay Point Farms Knotts Island NC 27950-
Phone No. Lot No.(s) (if many, attach additional page with list)
252 - 429 - 3180 ext. 5, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Back Bay/Knotts Island Bay
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Currituck Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
ZYes ?No work falls within.
Currituck County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1750+/- 15.99 Acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
15.99 Ac, NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 2.5 ?NHW or ®NWL
e. Vegetation on tract
Yard Grass, Field Grass, Scrub and Pine woods, Coastal and Non-coastal Wetlands
f. Man-made features and uses now on tract
Single family residence, Boathouse, Barn and Sheds
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential & Agricultural
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
"A" Agicultural (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page>
Form DCM MP-1 (Page 3 of 4) APPLICATION for
JAN 5 2909
U" 11c, -NA1;N;
Major Development Permit
m. (i) Are there wetlands on the site? ?- l?Eth l.i "i ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Private septic system
o. Describe existing drinking water supply source.
Well
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Residential yard with dock & boatramp, for recreational waterfront access & use
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
A small work barge, backhoe & bulldozer. Storage will be onsite in upland areas.
d. List all development activities you propose.
Replace existing bulkhead, add new rip-rap sill, construct new pier with boatlift and construct new boatramp.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 4500 ®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
Form DCM MP-1 (Page 4 of 4) APPLICATION for
JA+ 5 'A09 Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Jeffrey Burt - Phone No. 252-908-1160
Address 2992 Justice Branch Rd., Enfield, NC 27823
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SAWC078-N-027-000406 SAWC078-N-025-0080
See Attached
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further ce fy that the information provided in this application is truthful to the best of my knowledge.
Date ' / / 5 '( ?/ Print Name _ _Robert Daniels
Signature i-11 --I-
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
®DCM MP-4 Structures Information
,'?P R
E C
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Ji~N 5 ZOO
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length 20' 110'
Width 15' 4'
Avg. Existing -1.5' NA NA
Depth
Final Project + 2.0' NA NA
Depth
1. EXCAVATION ® This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL 0This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
?Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ?This section not applicable
(if development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
®Bulkhead ?Riprap OBreakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: 9.5'
e. Type of stabilization material:
Vinyl sheetpile bulkhead & concrete/granite rip-rap sill
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 4060 Riprap
Breakwater/Sill 440 Other
i. Source of fill material.
Upland materials
b. Length: 550 LF BKHD & 110 LF Rip-Rap
Width: 1.5' BKHD & 4' Rip-Rap
d. Maximum distance waterward of NHW or NWL: 27'
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
4 to 5 feet from local observations
h. Type of fill material.
Clean sand from upland source
4. OTHER FILL ACTIVITIES This section not applicable
(Excluding Shoreline Stabilization)
a. 6) Will fill material be brouqht to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 22 cu. vd.
(iii) Dimensions of fill area 15'x20'
(iv) Purpose of fill
To provide a compacted base for concrete boat ramp
submerged aquatic vegetation (SAV), shell bottom (58), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Backfill to be placed only when bulkhead is completed or isolated A small construction barge, backhoe & bulldozer
with silt fence
c. (i) Will navigational aids be required as a result of the project?
?Yes ONo ?NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ®No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
e
Robert Daniels .! N 5 2009
Date
329 Whites Neck Lane, Knotts Island, Currituck Co., North
Carolina
Project Name
Applicant Name S,y}ri_ MANAGF M ? T
Applicant Signature
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
11!! car ?'"?
L ?rjANAG EMFil ;
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ?PubliclGovernment ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length I@ r$4 R.AQ
(iv) Width 6'
(v) Floating ?Yes ®No
[]This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ®No
d. (i) Are Finger Piers included? ?Yes ®No
If yes:
1-S-U4 (ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 16'
(iv) Width 24'
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
-X ;l U il, %-'9-0-R
(ii) Number of slips existing
0
i. Check the proposed type of siting:
? Land cut and access channel
[]Open water; dredging for basin and/or channel
®Open water; no dredging required
[]Other; please describe:
k• Typical boat length: 16-20'
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of be pilings?
2
f. (i) Are Boatlifts included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 13'
(iv) Width 13'
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 1
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Jon Boat, Skiffs
1. (i) Will the facility be open to the general public?
?Yes ®No
Z DOCKING FACILITY/MARINA OPERATIONS 0This section not applicable
T=;6,
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location: ? Showers ilAWt rRIIAE;M
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater,
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
I. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
1. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ?No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), st1elllbottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. I*C; ENr'r.
?CW ?SAV ?SB tic ?r~
?WL ?None
5 20??
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ?No;?? z rrlY'jy j
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. 1``'' ~= )' = tY`!
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Govemment ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) 10 This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ?This section not applicable
a. Length 110 b. Average distance from NHW, NWL, or wetlands
11
c. Maximum distance beyond NHW, NWL or wetlands
20
6. MOORING PILINGS and BUOYS ?This section not applicable
a. Is the structure(s):
?Commercial ?Public/Govemment ®Private/Community
c. Distance to be placed beyond shoreline 100'
Note: This should be measured from marsh edge, if present
e. Arc of the swing 0
b. Number 2
d. Description of buoy (color, inscription, size, anchor, etc.)
2 piles placed adjacent to proposed pier to form one boat
slip
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
350' +/- 1,000'+
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1.5 miles +/-
d. Water depth at waterward end of structure at NLW or NWL
-2.5 NWL
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER [D This section not applicable
a. Give complete description:
Z- l 1016>6,
Date
Daniels Property - Bulkhead, Pier/Dock-Boatlift & Boatramp
Project Name
Robert & Susan Daniels

JAN 5 20L,
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT. CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402
IN KGPLT NCrnn IV
SAWC078-N-027-000406
Messrs. J. H. Burt and
V. A. Etheridge
Route 5, Box 113,
Knotts Island, NC 27959
Dear Messrs. Burt and Etheridge:
16 November 1978

A", Z_ N1
cit,
In accordance with your written request of 17 July 1978 and the ensuing
administrative record, there are inclosed two copies of a permit to perform
maintenance excavation in an existing canal located off Currituck Sound
and Knotts Islands Bay, Knotts Island, Currituck County, North Carolina.
You should acknowledge that you accept the terms and conditions of the
attached permit by signing each copy in the space provided ("Permittee"
on page 4). All pages of both copies of the signed permit should then
be returned to this office for final authorization. For your convenience,
a self-addressed envelope is inclosed.
Title 33, Part 209, of the Code of Federal Regulations reads in part
that "A $10.00 fee will be charged for permit applications when the work
is noncommercial in nature and provides personal benefits that have no
connection with a commercial enterprise..." and "A fee of $100.00 will
be charged for permit applications when the planned or ultimate purpose
of the project is commercial or industrial in nature and is in support
of operations that charge for the production, distribution, or sale of
goods or services." As your application fits the former category, you
are requested to remit your check for $10.00 made payable to the Treasurer
of the United States. The check should accompany the signed copies of
your permit. Should you have questions, please contact Mr. Jeffrey Zippin,
Regulatory Functions Branch, telephone [phone].
After the permit is authorized in this office, the original copy will be
returned to you; the duplicate copy will be retained in this office for
our file.
Sincerely yours,
2 Incl W. H. SANDERSOI
1. Permit (2 cys) Chief, Construction-Operations Division
2. Envelope
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT. CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402
IN REPLY REFER TO
SAWC078-N-025-0080
Mr. V. A. Etheridge
Route 5, Box 113
Knotts Island, NC 27959
Dear Mr. Etheridge:
7 October 1982
n,
ry 20119
Reference your recent telephone conversation with Mr. Steven Lund of my staff
regarding your proposed replacement of approximately 325 linear feet of
deteriorating bulkhead at your property known as Bay Point Farms adjacent to
Knotts Island Bay at Knotts Island, Currituck County, North Carolina.
Construction and backfill of a new bulkhead at an alignment not exceeding 2 feet
waterward of the existing bulkhead is authorized under Department of the Army
general permit SAWC078-N-025-0080 (copy inclosed). This general permit is
applicable only along shorelines void of wetland vegetation such as marsh grass
and wooded swamp or where all construction is to be accomplished landward of
such vegetation.
If, after reviewing the general and special conditions of this general permit
you find that it does not meet your needs, please contact Mr. Lund at telephone
[phone] for information on applying for an individual permit. Any
questions you have may also be addressed to Mr. Lund.
Your proposal may require a permit under the provisions of the N.C. Coastal Area
Management Act. You should contact Mr. Nelson Paul in this regard at telephone
[phone].
-1 Incl
As stated
Copy Furnished:
Mr. Nelson Paul
Office of Coastal Management
N.C. Department of Natural Resources
and Community Development
108 South Water Street
Elizabeth City, NC 27909
Sincerely,
tloo"?-
CHARLES W. HOLLIS
Chief, Regulatory Functions Branch
. ' 1?
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Application No. SAWC078-N -OZ -0080
Name of Applicant: General Permit
Effective Date: 24 June 1982
Expiration Date: 31 December 1987
DEPARTMENT OF THE ARMY
GENERAL PERMIT

5 2u-

A general permit to perform work In or affecting navigable waters of the United States upon the recommendation of
the Chief of Engineers, pursuant to Section 10 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 403) and
to Section 404 (b) of the Clean Water Act (33 U.S.C. 1344), Is hereby issued by authority of the Secretary of the
Army by the
District Engineer
US Army Engineer District, Wilmington
PO Box 1890
Wilmington, NC 28402
TO MAINTAIN, REPAIR, CONSTRUCT, AND BACKFILL BULKHEADS AND TO PLACE RIPRAP MATERIAL ALONG ERODING SHORELINES IN
THE WILMINGTON, NORTH CAROLINA, US ARMY ENGINEER DISTRICT.
I. Proposed General Conditions
a. The activities authorized by the general permit shall be activities conforming to the standards and
conditions contained herein.
b. At least 30 days before beginning any work under this general permit, the Wilmington District Corps of
Engineers must be notified of the proposed activity. The 30-day time period is considered necessary to comply
with the permit Special Condition which requires Corps of Engineers onslts review of the bulkhead or rlprap
material alignment. Notification can be by telephone, In person, or in writing to:
Regulatory Functions Branch
Corps of Engineers
PO Box 1890
Wilmington, NC 28402
343-4631
Location
Federal Building
Corner of Water and Market Streets
Room 206
Notification must include:
(1) The name, address, and telephone number of permittee (landowner) and location of work including
county, nearest community, and waterbody.
(2) The dimensions of the proposed bulkhead with beckfill or the area dimensions to be covered by
placement of rlprap material.
(3) Names and addresses of adjoining property owners.
C, The permittee agrees to make every reasonable effort to prosecute the work authorized herein in a manner
so as to minimize any adverse impact of the work on fish, wildlife and natural environmental values.

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o. This general permit will not be applicable to proposed construction when the District Engineer believes
that authorization may be warranted but that the proposed activity might significantly affect the quality of the
human environment.
P- This general permit will not be applicable to proposed construction when the District Engineer determines
after any necessary Investigations that the proposed activity would adversely affect areas which possess
historic, cultural, scenic, conservation, or recreational values. Application of this exemption applies to:
(1) Rivers named in Section 3 of the Wild and Scenic Rivers Act (15 U.S.C. 1273), those proposed for
inclusion as provided by Sections 4 and 5 of the Act, and wild, scenic, and recreational rivers established by
State and local entities.
(2) Historic, cultural, or archeological sites listed in or eligible for Inclusion in the National
Register of Historic Places as defined in the National Historic Preservation Act of 1966 and its codified
regulations and in the National Historic Preservation Amendments Act of 1980.
(3) Sites included in or determined eligible for listing in the National Registry of Natural Landmarks.
(4) Endangered or threatened species or habitat of such species as determined by the Secretaries of the
Interior or Commerce and conserved in accordance with the Endangered Species Act (16 U.S.C. 1531).
q. At his discretion, the District Engineer may determine that this general permit will not be applicable to
a specific construction proposal. In such case, the procedure for processing an individual permit in accordance
with 33 CFR 325 will be available.
r. Any construction of a proposed bulkhead and backfiII which does not comply with the general permit, must
have prior approval under the customary permit regulations administered by the Corps of Engineers and as found in
CFR 320-329.
II. Special Conditions
a. This general permit does not eliminate the need to obtain any other required Federal, State, or local
authorization.
b. This general permit only applies to work along shorelines which are experiencing erosion due to water
and/or wave action.
C, This general permit Is applicable only along shorelines void of wetland vegetation such as marshgrass
and wooded swamp or where all construction is to be accomplished landward of such vegetation.
d. Bulkhead with backfilI and placement of riprap material authorized by this general permit will be
limited to a maximum shoreline length of 500 feet.
e. Bulkhead and riprap material authorized by this general permit must be positioned to extend an average
distance of not more than 2 feet waterward of the mean high water (MHW) elevation contour (distance relative to
the average water line (AWL) in nontidal areas.
f. This general permit does not authorize bulkhead with backfiil or riprap material that extend further
waterward than 5 feet from the MHW elevation contour at any point along its alignment (distance relative to the
average water line (AWL) in nontidal areas).

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