20040985 Ver 1_COMPLETE FILE_20040616

?pF W A TF,Qp Michael F. Easley, Governor
?p G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 17, 2004
Currituck County
DWQ Project # 04-0985
WAIVER of 401 Water Quality Certification
Mr. Robert A. Ladd, III
5228 Birch Lane
Kitty Hawk, NC, 27949
Subject: Man-made canal off of North Halls Harbour Rd. (A.K.A. Egret Road),
adjacent to Currituck Sound
Dear Mr. Ladd:
Your application for a 401 Water Quality Certification to impact 0.36 acre of estuarine
waters and shoreline in order to maintenance dredge a man-made canal and construct a bulkhead
on your property was received in the Division of Water Quality's Central Office on June 16,
2004. According to our rules [15A NCAC 2H.0507 (A)], if final action is not taken within 60
days, the Certification is waived unless DWQ has objected in writing to your application.
Therefore, DWQ has waived the requirement for a 401 Water Quality Certification for your
plans to impact waters as described in your June 16, 2004 application materials.
However, if additional impact occurs or your development plans change, this waiver is no
longer valid and a 401 Water Quality Certification will be required.
If you have any questions, please telephone John Dorney or Cyndi Karoly at 919-733-1786.
JRD/cbk
Sincerely,
John R. Dorney
Cc: DWQ Washington Regional Office
Washington Regulatory Field Office, U.S. Army Corps of Engineers
Wilmington District Office Corps of Engineers
Doug Huggett, DCM
Central Files
File Copy
Kendall Turnage, P.O. Box 3368, Kill Devil Hills, NC, 27948
04098 5 Ladd(C urrituck) W A V
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
None hCarolina
Naturallf/
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
.P .
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Robert A. Ladd, III
2. LOCATION OF PROJECT SITE: Currituck County, at man-made canal off of North
Halls Harbour Rd (A.K.A. Egret Road), adjacent to Currituck Sound.
Photo Index - 2000: 189-2295 J/K-9; 1995: 189-1983 H/I-13; 1989: 919 5
'
State Plane Coordinates - X: 2946000 Y:8726000
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of site visit - March 24, 2004
Was applicant present - No
Was authorized representative present- Yes
5. PROCESSING PROCEDURE: Completed application received - 4/26/2004
Office - Elizabeth City
6. SITE DESCRIPTION:
(A). Local Land Use Plan - Currituck County
Land Use Classification from LUP - Transitional
(B). AEC(s) Involved: EW ES PTA
(C). Water Dependent: Yes
(D). Intended Use: Private
(E). Wastewater Treatment: Existing - None
Planned - None
(F). Type of Structures: Existing - None
Planned - Bulkhead
(G). Estimated Annual Rate of Erosion: less than lft
Source - Aerial photos and applicant's observation
7. HABITAT DESCRIPTION: AREA
DrPdPeci Filled Other
(A) Estuarine/Public Trust 11,982 SF 3401 SF
Shallow Water Habitat
(B) Other:
Estuarine shoreline/ 30' buffer 82 SF
(C) High ground outside the Estuarine
Shoreline AEC 8569 SF
Robert A. Ladd, III
Page 2
.0*
HABITAT DESCRIPTION (continued)
(D) Total Area Disturbed: 24,034 SF
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: Maintenance dredge access channel and man-made canal
off Currituck Sound, backfill 3401 SF of waters at head of canal, create spoil area, and construct
583 linear ft of bulkhead.
PROJECT SETTING
Robert A. Ladd III owns the property located at Egret Lane in Harbinger, Currituck County,
North Carolina. To access the site, from NC 158 turn onto State Road 1106 in Harbinger.
Proceed approximately .5 miles and turn onto Egret Lane. Site is approximately 1000 ft on the
east side of Egret Lane.
There is a man-made canal extending from the Currituck Sound, measuring approximately 320 ft
long and 35 ft wide. Sediment has collected in the canal such that the bottom contour ranges
from 0.5 ft to 5.2 ft. A sand bar, approximately 10 ft in width, exists above normal water level
(NWL) approximately 260 ft from the landward end of the canal. No other man-made features
are present, and no previous permits have been issued at this site.
Vegetation identified at the site includes Wax Myrtle (Myrica cerifera), Sweet Gum
(Liquidambar styraciflua), and Loblolly Pine (Pinus taeda). No coastal or Section 404 wetlands
are present in the proposed area of development.
The waters of Currituck Sound in the vicinity of the project are classified as SC by the NC
Environmental Management Commission, as Joint Waters by the NC Marine Fisheries
Commission and the NC Wildlife Resources Commission, and as Estuarine and Public Trust
Waters by the NC Coastal Resources Commission. The presence of submerged aquatic
vegetation, Eurasian Millfoil, was noted in the vicinity of the project. No evidence of shellfish or
finfish resources was observed during the site inspection. Review of available information
suggests there are no known archeological sites or geologic formations associated with the site.
PROJECT DESCRIPTION
Use a hydraulic dredge to excavate 780 CY of silt/sand from 410 linear feet of canal
bottom, approximately 35 ft wide, to a design depth of -3.5 ft, reaching a depth of 3.5 ft
in the Currituck Sound. Includes the filling of approximately 7000 SF of water bottom
ranging from -4 to -5 ft, to the design depth of 3.5 ft.
Create a 190 ft by 75 ft spoil material disposal area. Spoil material will be dewatered at
least 24 hours prior to its use as backfill. Disposal area will be seeded and restored
within 30 days upon completion of project.
Backfill 3401 SF of Section 10 waters at the head of the canal
Robert A. Ladd, III
Page 3
Y -
Construct 538 LF of bulkhead along existing NWL and two 10 ft return walls for
shoreline stabilization. Dewatered spoil material will be used to backfill bulkhead, and
backfill will extend approximately 15 ft landward of the bulkhead. Bulkhead construction
will not require excavation and will be located landward of all wetlands.
Dredging includes removal of approximately 1000 SF of submerged aquatic vegetation
(Eurasian Milfoil)
ANTICIPATED IMPACTS
• The filling at the head of the canal will result in the loss of 3401 SF of Estuarine/Shallow
Water Habitat.
• High ground/upland disturbance associated with the construction of the proposed
bulkhead will require sedimentation and erosion control measures to limit possible
prolonged turbidity from runoff.
• Installation of the bulkhead will result in some short-term turbidity.
• Dredging will disturb approximately 11982 SF of sandy bottom shallow water habitat and
remove approximately 1000 SF of submerged aquatic vegetation.
• Spoil retention area is designed for 82% capacity, with a dewatering return to dredged
area.
• Turbidity associated with dredging and spoil dewatering will be a concern if conducted
during the dredging moratorium period, but could probably be controlled with a turbidity
curtain. Dredging during crab-shedding times should be limited if such operations are in
progress on adjoining shorelines.
• The filling of the canal area where depths exceed the 3.5 ft connecting depth of the
Currituck Sound should eliminate the potential for these waters to become anoxic during
times of low water column mixing energy.
Submitted by: Tony Zaharias
June 14, 2004
.. a
CAMA Major Narrative
Robert A. Ladd, III
Currituck County, NC
In order to stabilize the shoreline, improve water quality,
the applicant proposes the following activities
1. Create spoil area
2. Maintenance Dredge access channel and man made canal
3. Allow spoil material to dewater dredged material
4. Backfill 3401 SF of section 10 waters at head of canal
5. Construct bulkhead
6. Backfill 82 SF behind rest of bulkhead
7. Restore reseed disturbed area
%Ocl yen
APR 2
6
=paSrAL i
FlfZgBF-rH ?MENr
The parcel is a 1.12 acre waterfront property in Harbinger, NC, adjacent to the Currituck Sound. The
water depths were confirmed and the public trust resources were identified by Ed Harrell (NCDCM) and
Kendall Turnage (EPI) in an on site meeting on March 24, 2004. This application is a reflection of the
constraints associated with the onsite conditions and the applicant's development request. SAV's were not
observed in the canal or access channel during the pre application meeting.
A man made canal exists on the property (original date of excavation unknown by applicant). The canal
extends far into the property and the applicant desires to shorten the canal length to produce an easily
maintained canal and basin on the property. The reduction in length will also aid in improving water
quality, as the present canal length does not promote adequate flushing. A total of 3401 SF of fill in
Section 10 waters will be required to complete this activity.
The remainder of the canal will be dredged to a depth of -3.5 feet NWL and will connect to the access
channel. Approximately 569 CY of sand /silt will be excavated below the NWL for this activity
The access channel is proposed to access navigable waters and to aid in flushing qualities of the canal.
This channel will be excavated to -3.5 feet to the corresponding connecting depth. Approximately 211
CY of material will be excavated below the NWL for this activity. Hydraulic dredging will be required to
complete this activity. The spoil area will be designed as to accommodate this activity.
The 583 LF bulkhead request is to stabilize the shoreline and backfill the area, which will be accomplished
with spoil derived from the dredging activities. The spoil. material will be dewatered at least 24 hours prior
to its use as backfill.
EXCAVATION CALCULATIONS
CANAL
Excavate: 569 CY
ACCESS CHANNEL
Excavate 211 CY
FILL CALCULATIONS
BULKHEAD BACKFILL
583 Linear feet of wooden Bulkhead will be constructed and will require backfill.
Fill 3401 SF of Section 10 waters (west end of canal)
(total 818 CY with 504 CY below NWL)
Fill 82 SF of section 10 waters see plat for 76 SF and 6 SF areas
( 1.5 CY below NWL)
SPOIL MATERIAL DISPOSAL AREA
A 14,558 SF silt fenced area has been designated to receive spoil from the associated dredging activities.
The actual spoil containment area is 8569 SF with capacity of 952 CY.
This area will be surrounded by a silt fence and will be constructed as to maintain its integrity from the
dredging operations. Less than one acre of land will be disturbed in the dredging activities.
The spoil areas and bulkhead backfill areas will be seeded and revegetated within 30 days after land
disturbing activities cease.
By:
Kendall ?
Kendall Turnage Vt
Environmental Professionals, Inc.
4/22/04 APR 2
C;OAS7AL AOANAGE
E!_I,ZABEFTH CIT.EN1
Form,DCM-MP-1
RECEIVED
APPLICATION APR 1 ?, 2P04
CI MENT
(To be completed by all applicants) COAS L M, ANAGE
ELIZABETH
1. APPLICANT
a. Landowner:
Name Robert A. Ladd, III
Address 5228 Birch Lane
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Environmental Professionals, Inc.
Address PO Box 3368
City Kill Devil Hills State NC
Zip 27948 Day Phone [phone]
Fax [phone]
c. Project name (if any) N/A
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Currituck
b. City, town, community or landmark
Harbinger
c. Street address or secondary road number
Egret Lane (private road off of SR 1106)
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Currituck County
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Currituck Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Dredge access channel and canal. Fill in unner
portion of canal, provide consistent substrate depth
in canal, bulkhead shoreline
b. Is the proposed activity maintenance of an existing
project, new work, or both? new work
c. Will the project be for public, private or commercial
use? private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. See narrative for details of project
RPNePti (11145
Form.DCM-MP-1
APPLICATION
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1 12 acre parcel
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
0-8ft
d. Soil type(s) and texture(s) of tract
Conetoe loamy sand
e. Vegetation on tract Pinus taeda, liquidambar
slyraciflua myrica cerifera
£ Man-made features now on tract Canal
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Residential zoning
Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? N/A
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
Are there wetlands on the site? _ Yes X No
`FIVED
APR 1 2 ?004
,-;OASI AL MANAGEMENT
ELIZABETH CITY
Coastal (marsh) Other
If yes, has a delineation been conducted? N/A
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
None existing
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) None
o. Describe existing drinking water supply source.
Currituck County water system
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
"-.-'--A (Y!/OC
Form.DCM-MP-1
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary.
•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 cominents on the
proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Michael R. Murray
Address 1545 Catalpa St. Norfolk, Va 23508
Phone
Name Clyde L. McDonald
Address 181 Owens Beach Road Ext Harbinger. Nc 27941-0028
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Uv%knowK , pef-i+s `Y he ow'''.Ic
.Fcr Prev:arts owner, See deeo(.
0 A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. 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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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
cormection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in tlus
application is truthful to the best of my knowledge.
--
This is the -7 day of rr" I , 2004.
Print Name AI&A d et I/ -77?r t7 cCG? '
Signature ?C?? ?r = s~r
.bamde""twor Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
- DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
RECEIVED
APR 1 2. 1nf.?
COASTAL NIANAGEMENT
ELIZABETH CITY
Form DCM -MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
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.
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
T o....rh Width Depth Depth
Access 211 CY
channel
(NWL)
CANAL
Excavate 569 CY
Fill 79 CY
FILL- head of Canal
(818 CY)
Boat
basin
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)
100' 38' -2.0 -3.5
226'
84'
100' 4'
17'
34' -1.5
-5.0
-4.0 -3.5
-3.5
+2.5
N/A -------- ------- -------
N/A -------- ------- -------
N/A -------- ------- -------
N/A -------- ------- -------
N/A ------- ------- -------
, C IVED
APR 1 1, 2004
COASTAL fOANAGEMENT
ELIZABETH CITY
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 780 CY
b. Type of material to be excavated sand/silt
c. Does the area to be excavated include coastal
wetlands? Yes X No
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area West of canal,
outside of 30 ft buffer
b. Dimensions of disposal area 190' X 75' Total
8569 SF actual disposal with 952 CY capacity
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? same location
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands?
X Yes No
(Approx. 1050 SF area of sparse Eurasian M UNI)
f. Does the disposal include any area in the water?
X -- Yes X No (shown on Plat)
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 538 LF plus two 10 ft return walls
c. Average distance waterward of MHW or NWL
Oft
d. Maximum distance waterward of MHW or NWL
4.0 ft (excluding fill at head of canal)
e. Shoreline erosion during preceding 12 months
1.0 ft along Currituck Sound
(Source of
information) Applicant
f. Type of bulkhead or riprap material
treated wood or vinyl bulkhead
9.
Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead fill 505.5 CY
h. Type of fill material sand/silt
I. Source of fill material dredging
activity
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No (38 CY deficit only)
If yes,
(1) Amount of material to be placed in the
water None--Areas below NWL will
already be filled
(2) Dimensions of fill area various areas
within backfill limits
(3) Purpose of fill finish bulkhead backfill
and provide even grades for backfill areas,
b. Will fill material be placed in coastal wetlands
(marsh), SAVs, or other wetlands?
Yes X No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled?
silt fenced spoil area backfill areas and spoil
areas to be re-vegatated after project
completion
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
Hydraulic Dredge, front end loader, dump truck
Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. N/A
Robert A. Ladd, III
Applicant or Project Name
SignaturX71G'11'11'
Da--T RECEIVED
APR 1 l ?ON
COAS] AL MANAGEMENT
7LIZABETH CITY
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or
structures proposed.
Spoil Disposal Area
b. Number of lots or parcels 1
c. Density (give the number of residential units and the units
per acre) No units requested by this application
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. 22,628 SF
e. If the proposed project will disturb more than one acre of
land, the Division of Land Resources must receive an
erosion and sedimentation control plan at least 30 days
before land disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? _ Yes X No
If Yes, date submitted N/A
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
No paved surfaces
g. Give the percentage of the tract within 75 feet of MHW or
NWL, or within 575 feet in the case of an Outstanding
Resource Water, to be covered by impervious and/or built-
upon surfaces, such as pavement, buildings, rooftops, or to
be used for vehicular driveways or parking. 0.0%
percent
h, Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification. Has a
site development plan been submitted to the Division of
Environmental Management for review?
Yes X No
i. Describe proposed method of sewage disposal.
No sewage disposal requested or authorized
by this application or plat
j. Have the facilities described in Item i. above received
state or local approval? N/A
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash down"
and residential discharges).
surface runoff, spoil disposal outflow
1, Describe proposed drinking water supply source
(e.g. well, community, public, system, etc.)
Curritcck County Water System
m. Will water be Yes X No
impounded?
If yes, how many acres? N/A
n. If the project is an oceanfront development, when was
the lot(s) platted and recorded?
N/A
Robert Ladd, III
Applicant or Project N
Signature
Date
iii 1VED
APR.
,':OASTAL 1A, ANAGEMENT
t,17ApFTH CITY
If yes, date submitted N/A

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2004
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BULKHEAD BACKFILL
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GEOTEXTILE MATERIAL
FILL AREA
Robert A. Ladd III
CAMA MAJOR
Drawn by: KT
Envrionmental Professionals, Inc
Date: 4/07/04
"" Bulkhead construction must meet Currituck
County Bilding code and be structurally tight
with adquate geotextile fabric to prevent
siltation of surface waters
BULKHEAD DETAIL
EXCAVATED AREA
APR i ? 'Z?? 4
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Proposed final depth 3.50'
PROPOSED SUBSTRATE
Existing Substrate
HEAD OF CANAL FILL DETAIL
34 ft avg width
Approx. 504 CY FILL below NWL
Robert A. Ladd
CAMA MAJOR
Drawn by: KT
Environmental Professionals, Inc.
Date: 4/07104
SCALE 1 in = 5 ft

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CANAL EXCAVATION AND FILL DETAIL
PROPOSED
BULKHEAD
PROPOSED
BULKHEAD
,r-i
3.5 ft
Excavate
areas
less than
-3.5 ft NWL
FILL AREAS MORE THAN
-3.5 ft NWL
Robert A. Ladd
CAMA MAJOR
Drawn by: KT
Environmental Professionals, Inc.
Date: 4/07/04
SCALE1 in=5ft
Excavate
areas
less than
-3.5 ft NWL
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EXCAVATION DETAIL
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NWL
CURRITUCK SOUND
Proposed Substrate Excavate 211 CY
Robert A. Ladd, I I I
CAMA Major
Drawn by: KT
Environmental Professionals, Inc.
Date: 4/07104
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A NCDET WA
NR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
June 14, 2004
MEMORANDUM: + x
TO: Mr. John R. Dorney
Environmental Biological Supervisor WERANDS/401 GROUP
Division of Water Quality
FROM: Doug Huggett JUN 1 6 zoos
Major Permits Processing Coordinator WATER QUALITY SECDON
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Robert A. Ladd, III
Project Location: Canal off of North Halls Harbour Road (AKA Egret Road), Harbinger, NC
Proposed Project: Maintenance dredge access channel and canal, backfill, bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by July 5, 2004. If you have any questions regarding the proposed project, please contact
Tony Zaharias 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 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight

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DCM %
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DWQ'%
Development Type FEE 04300 1601 435100093 1625 6253) (24300 1602 435100095 2341
private, non-commercial
developmant that does not Involve
S250 10055 (5250) 0°i°(SO)
the filing or excavation of any
wetlands or open water areas:
11. Public or commercial development
s not involve the filling or
d
$400 100°/, (5400) 0% (SO)
oe
that
excavation of any wetlands or open
water areas:
III. For development that Involves the
filling and/or excavation of up to i
acre of wetlands and/or open water
areas, determine If A, B, C, or D
below applies:
III(A). For Private, non-commercial
It General water Quality
ment
velo
d
5250 100% (5250) 0% (SO)
,
p
e
Certification No.3301 (see attached)
can be applied:
111(8): For public or commercial
if General water Quality
ment
velo
d
5400 100% (5400) 0% (SO)
,
p
e
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certfication No. 3301 (see attached)
could be applied, but DCM staff
$400 60%($240) 40% (S160)
determined that additional review and
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
111(D). If General Water Quality

)
Certification No, 3301 (see attached

5400

60%(5240)
40% (5160)
can not be applied:

IV. For development that involves
the filling and/or excavation of more
$475
6055 (5285) q0% (5190)
than one acre of wetlands and/or
open water areas:
1980
ENVIRONMENTAL PROFESSIONALS, INC. Brig/5M HC
P.O. BOX 3368 2"1-0239 4701
Date
KILL DEVIL HIUS, NC 27W
Pay to the $ I/W• c
Order o G Dollars 8
5
i Bankof America.
ACH WT p53ppp196 ? _ ? IIP
?: For ??n ?,•,:- ?' ?2-D?-? -.--------
l:0 5 3000 1961: 00064?0 L?00?"§ 1980
= 1
LINE TABLE
LEGEND UNE LENGTH BEARING L1 51.59 N87'S6'49`E +xx ~ AOCEAN - E%. PIPE 1SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE L2 46.41 N83'23'25"E
~ - EX. REBAR DISCLOSED BY A FULL AND ACCURATE TI1LE SEARCH. L3 33.06 544'33'16"W
t~ ~ -REBAR SET 2. AREA BY COORDINATE COMPUTATION = AS SHOWN 17.11 1' L4 561'15'29"W ~ - E%. CONC. MON. 3. F.LR.M. ZONE: AS SHOWN L5 29.34 526'39'50"W
~ ? -CONC. MON. SET 4. PIN NO.: N/A LB 20.13 S65'20'09"W ~ - EX. P NAn. 5. RECORDED REFERENCE: DB 598, PG 3
~ ~ ~ 6. MINIMUM BUIU)ING UNES (MBL) SHOWN HEREON ARE PER T11E L7 33.70 77 '4 "W Q = P/K NAIL N~ CURRENT LOCAL ZONING REGULATIONS. O1HER SETBACKS L8 50.16 N81'57'13"W ~
SEWER SER ' )SI AND/OR RESTRICTIONS MAY APPLY AND MUST BE VERIFlED L9 53.44 SBOro1'45"W 6 6 ®-WATER MEIEft PRIOR TO CONSTRUCTION. L10 47.14 579'16'27"W 2' 6'
-PHONE PEDESTAL 7. ELEVATIONS (NGVD 1929): N/A L11 63.44 4'55'47"W SILT FENCE
a~x - C.A.T.V. L12 42.85 583'10'49"W -UTILITY POLE L13 40.87 583'43'03"W
- GUY WIRE L14 37.04 S6994'21"W f/
rover -FIRE HYDRANT DIKE WALL ®-ELECT. TRANS. ~ 2H:1 V slopes •
aL9EMaRLE ~ SDUND -
SITE Not to Scale APR .
~wr ~ nvmon COASTAL
ELIZABETr4,-
Cj :~'l
r. ;c' rn
N /F
AY
MICHAEL R. MURR
^ {L>E 1 ~4, ~(z '67j r~` _ / /~i

10 LF RETURN WALL\.--.../
y EIR 9 SHOREUNE guJ~HEpO
, gEaN PROp° C U R R I TU C K
n 242.02' j FI 1;4`46'50" ~ 5i4.8~. SOUND - - - - 95.96'
it S1t tents 236.82'--------------------------- -----W -7---~ co
N i ~ ~ Y I / a I / -
a / - ~adcNf~CCimtts - - . - . - . - - - - - - ~ - / PROPOSED BULKHEAD ALONG NWL Bulkhead Badrfpl Area I ; ~e Can I Strut ure 6 Sf sec. 10 waters to be filed sad Backfill Area
•i . Q- ~ SPDIL o15^osti..nRE~ • . t., . ~ _ -t~WE-- _ . , - - a 1 i Sd2 ai Dredging
~ f ~XCAVaiE'TO ` ft'NWL ' i I .•.f~589 $F~flll,area, with. 952.CY aopQdty~ 1x ~ ~ , ~ \ v... , `.FILL 1D 3'S \ ~ ~ ?
l.• .I~.;•~. v..:'X15 X.4.0 %5.2 !,s ~ 1 I PARCEL'. ,..1~ ~ : ~ ~ ~i,~ , .
J~ . I ~ I i' 301 SF of Section 10 waters ~ ~ ~ / / i~ / i p ~ I rr?En- 2~1~,ifi~:a: 5F;•f-EI } .I ~ ~ filled
I ~ a.t head of _eanhl to be , , , ~ , ~ ; _ . = TO C
~ jam` ~ F' e~ ~ I ck~ cz)k
a ~ o I / It 1 PROPDSED ~1LKIfAD G NMl 3rmbn~Nio1 `l b - 1 \ L 1/25/04 76 SF ~ O Bulkhead badcf~l area to be bS:%fled--ters O N
/ ~ V `V ; O - - - - - Inflow
V 1'. CURRITIJ~K SOUND ` Vj
o \ S g,+`46'50" `rr 2639.18 \ 226.84' Q 41D.34' \ 228.54. `y Fiyp a \
'"R~a
\ ' o - I ~ 10 LF RETURN `YVALL 0 ~Ury~O ` Q
,
i N/F Robb Ladd ,y ~ -a
,zra _ .y.~.n X71 # ~ ~ Cn EA - , (_.1.16 t ,r ~ v 1
~ I v2 -P
fi: ~._l t, ;Z
I~~'ln i
352.49' 109.59' 1244.25' 1
84°4F'50~W t7G6.33' r
1
l
N /F
~ CLYDE L. MCDONALD < . ,,~i i
~.O t a / ' ~ Excavate to -3.5 ft f~} ' 1DB ii`? PG ~1~ ' r, .5 ft ttt) ENVIRONMENTAL PROFESSIONALS, INC.
` ~ ~ f'' Go Planning for o Better Environment
.'L ~ I 0 2810 N. CROATAN HIGHWAY
1 0 ~ .,,i r Fill to -J.5 ft NHL NWL +fl P.O. BOX 3368
I ~w KILL DEVIL HILLS, NC 27948
fem. p ~ u~ 0 [phone] [phone] (FAX)
CS Flll to +2.5 ft NWL ' ~ GRAPHIC SCALE NWL
~ ROBERT A. LADD III
4o D 20 4o eo 1eo
_ C--~ HARBINGER POPLAR BRANCH TOWNSHIP
CURRITUCK COUNTY NORTH CAROLINA
' (WFEET) 1 SCALE: 1"=40' DATE: 4/07/04
EXIST PK NAIL 0 1 inch = 40 ft. CL INi OF EGRET LANE DRAWN BY: JF REVIEWED BY: KT JOB :03-013
0 S.R. 1106 NOT FOR CONSTRUCTION--FOR PERMITTING PURPOSES ONLY