20051941 Ver 1_Complete File_20051018

Michael F. Easley, Governor

William G, Ross Jr" Secretary
North Carolina Department of Environment and Natural Resources

November 23,2005

Robert E. Hendrickson
11751 Dry River Court
Reston, VA 20191

Subject Property:

Robert E. Hendrickson Property
Albemarle Sound [030150, 30, SB]

Alan W, Klimek, P.E. Director
Division of Water Quality

DWQ Project # 05-1941
Dare County

Approval of 401 Water Quality Certification (GC3400) with Additional Conditions

Dear Mr. Hendrickson:

You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.0181 acres of non-vegetated wetland - estuarine water and shallow bottom to repair
and restore a bulkhead alignment as described in your application received by the Division of Water
Quality (DWQ) 401 Oversight/Express Review Permitting Unit on October 18,2005. After reviewing
your application, we have detennined that the Division of Water Quality (DWQ) General Water Quality
Certification Number 3400 covers these water impacts. This Certification allows you to General Permit
No. 198000291 when issued by the US Army Corps of Engineers (USACE). In addition, you should get
or otherwise comply with any other federal, state and local requirements before you go ahead with your
project including (but not limited to) erosion and sediment control regulations and CAMA. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.

This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.

The Additional Conditions of the Certification are:

1. Impacts Approved

The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:

Non-ve etated wetland - estuarine water and shallow bottom

Plan Location or Reference
DCM Field Investigation Re ort

N~~CaroIina
/Vn/llfnl/!!

40 I Oversight/Express Pennitting 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:/lh2o.enr.state.nc.uslncwetlands

An Equal Opportunity/ Affinnative Action Employer - 50% Recycled/1 0% Post Consumer Paper

Robert E. Hendrickson
Page 2 of2
November 23, 2005

2. Certificate of Completion

Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.

3. Water Quality Certification

The proposed project must comply with all of the conditions of General Water Quality
Certification (Ge) 3400.

Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The.authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.

If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, ,
Raleigh, N.C. 27699-6714. This certification and its conditions are fmal and binding unless you ask for a
hearing.

This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central 0 lce in Raleigh at 919-
733-9721 or Kyle Barnes in the DWQ Washington Regional Office at 252-94 481.

A WKJijm

Enclosures:

GC 3400
Certification of Completion

cc: Carolina Marine Structures, Inc., P.O. Box 3069, Kill Devil Hills, NC 27948
Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kye Barnes, DWQ Washington Regional Office
File Copy
Central Files

Filename: 051941 RobertEHendrickson(Dare)CAMA

:- ..

~~~ 20051e41

NCDENR
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

October 14, 2005

MEMORANDUM:

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rM:\fo',

Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality

mlE@IEDWIE @

OCT 1 8 2005

Doug Huggett
Major Permits Processing Coordinator

WETLDENR - WATER QUALITY
ANDS AND STORMWATER BRANCH

SUBJECT: CAMA/DREDGE & FILL Permit Application Review

Applicant: Robert Hendrickson

Project Location: 1909 Harbour View Drive, Colington Island

Proposed Project: Bulkhead, fill, and riprap

Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 11/04/05, to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Lynn Mathis at [phone]. When
appropriate, in-depth comments with supporting data are requested.

REPLY:

V 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.

,.

DATE (t/Zs/6cr

1367 U.S. 17 South, Elizabeth City, North carolina~7909 (
Phone: [phone] \ FAX: [phone] \ Internet: www,nccoastalmanagement.net

An Equal Opportunity \ Affirmative Action Employer - 30% Recycled by Fiber Weight

SIGNED

~

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

~
0<'

1. APPLICANT'S NAME: Robert and Pamela Hendrickson

2. LOCATION OF PROJECT SITE:
Photo Index - 2000: 83-2144, H2 1995: Missing 1989: 144-17, P12 & P13
1984: 137-496, W7 & X7
State Plane Coordinates - X: 2968950 Y: 840000

3. INVESTIGATION TYPE: CAMN Dredge & Fill

4. INVESTIGATIVE PROCEDURE:

Dates of Site Visit - July 22, 2005
Was Applicant Present - Applicant's Agent Present

5. PROCESSING PROCEDURE:

Application Received Complete - October 7,2005
Office - Elizabeth City

6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, ES & PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment:

Existing - None
Planned - None
(F) Type of Structures: Existing - Remnant bulkhead tie back anchors and riprap debris
Planned - Bulkhead and Riprap
Estimated Annual Rate of Erosion: 14'
Source - Applicant

(G)

7. HABITAT DESCRIPTION:
nRFT)(TPn

[AREA]
FTT T Fn

OTHFR

(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands: 790.2sf
Estuarine Water & Shallow Bottom
(C) Other: High Ground 658.5sf

(D) Total Area Disturbed: 1,448.7sf (.033 ac.)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No

8. PROJECT SUMMARY: Robert and Pamela Hendrickson are requesting a CAMA Major
Permit to construct a bulkhead an average of 14' waterward of normal water level and install
a four-foot wide riprap alignment on the waterward side of the bulkhead.

Robert and Pamela Hendrickson
Field Report
Page 2

PROJECT SETTING

The applicant's property is an 8,147 square foot vacant lot located at 1909 Harbour View Drive
(Lot 35, Section 0) in Colington Harbour Subdivision, Colington Island, in Dare County.
Colington Island is a high-density residential waterfront community situated along the Albemarle
Sound. Located on the west side of the property is the Albemarle Sound, on the east is Harbour
View Drive, and on the north and south sides are dwellings.

According to the application narrative approximately 13' of the applicant's bulkhead was
damaged this year during a March storm. Over the next months subsequent storm events slowly
worked on the structure, ultimately destroying the 43.9' alignment. Backfill from the bulkhead
~-was washed outexposing-a-Iayer-ofdebris on-the shoreline including concrete, rock, brick; rebar,
and a remnant tieback piling system. Normal water level (NWL) is currently located an average
of 14' landward of the original bulkhead alignment. The lots north and south of the site have
bulkheads, and the natural weak point for erosion along the shoreline is at the applicant's
property.

Lots within the subdivision were created on remnant dune systems or dredge spoil. This lot
appears to have been created on a mix of remnant dune with construction debris for erosion
control. Vegetation on the site is sparse and limited to domestic grasses, weeds and a small
amount of salt meadow cordgrass. There are no coastal wetlands or non-coastal wetlands located
on the property.

Albemarle Sound is classified as coastal waters by agreement between the Marine Fisheries
Commission and Wildlife Resource Commission. The Division of Environmental Management's
water quality classification for Albemarle Sound, at the location in question, is SB (swimming).
Additional review indicates that there are no unusual geological formations associated with the
applicant's property. There are several identified archeological sites within the Colington
Harbour Subdivision, but none within the immediate vicinity of the applicant's property.

PROJECT DESCRIPTION
_,.___. '_ .' u__. __.._ _' -

.~---~ ._,--

According to the application, the applicants would like to recover land lost due to erosion over
the last year, and restore the previous bulkhead alignment. The proposed bulkhead would be an
average of 14' (maximum of 15') waterward of NWL. The proposal also includes installing
riprap (with a base width of four-feet) on the waterward side of the bulkhead, to reduce scouring
on the landward side during severe storm events. The long fetch across the sound creates high
wave energy along the shoreline at the applicant's property. The use of the riprap is in an attempt
to reduce over wash and scouring along the bulkhead.

A breakdown of the request is as follows:

Proposed Bulkhead:

43.9' Long (width of lot) x 14' Ave. Waterward of NWL
= 614.6 Square Feet of Estuarine Water and Shallow Bottom fill.

Robert and Pamela Hendrickson
Field Report
Page 3

Proposed Riprap: 43.9' Long x 4' Base Width
= 175.6 square feet of Estuarine Water and Shallow Bottom fill.

High Ground Backfill: 43.9'Long x 15'Deep
= 658.5 square feet of high ground fill.

ANTICIPATED IMPACTS

Based on the information provided, and a site review, the applicant's proposal will have the
following impacts if approved:

. A total of 790.2 square feet of shallow bottom (Estuarine and Public Trust waters)
will be filled.
. Approximately 658.5 square feet of high ground will be filled and elevated.
. The placement of the riprap on the waterward side of the bulkhead will reduce the
effects of scouring on the landward side of the bulkhead during severe storm events.
. The' construction of the proposed bulkhead, and the placement of the proposed fill
will encapsulate the construction debris that is currently exposed along the shoreline.
. During construction, it is anticipated that there will be temporary turbidity in the
area.
. It is anticipated that the lot will be developed in the future for residential use.

Submitted By: Lynn W. Mathis
Date Report Completed: October 7, 2005

Form DCM-MP-l

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SEP 3 0 2005

APPLICA TION'

COA~TAL r,~~\t.jAGr:~i1EI~T
E!..iL......U"'... ~ . " "..A"r /

(To be completed by all applicants)

1. APPLICANT

a. Landowner:

b. City, town, community or landmark
COLJIJG-7PN HIMBOUR.

c. ' Street address or secondary road n'umber
lJo 'J HA I2.p,ocJe V II:sW D e."lVe,

d. Is proposed work within city limits or planning
jurisdiction? v Yes No

Name 1l1R.. ~beRl G. I.Jb7VIJILtC(~ON

Address Jl7S1 DiUt f6.~ea.. Q;:-- - __J
e.
City R~7lJ/II State tlJfl6-JNI A

Zip ~O/q I
Fax N /}

Day Phonef103) ~bO. jq S's

b. Authorized Agent:
Name (!At.oil/vFt IYL4t2INe SrtWC.7ufle:,i ;INC.

Address I. tJ. ;Jo~ 30"'9

City kit.-/. DI;;-vIL...Ih"tI..r State 1}/lI-.,w (ju~tJ/V1)

Zip ~791/8

Day Phone(:).~~) 'It/I. t66,j-

Fax (JS.)) 4t{ I.. l{L/ b'l.

c. Project name (if any) Rwc MS'... 0038 ,- 2IXJ5

NOTE: Permit will be issuuJ ill name oJ/andQwner(s), and/or
project name.

2. LOCATION OF PROPOSED
PROJECT

a. County D 1\ Re

R.evised 03/95

Name of body of water nearest project (e.g. river,
creek, sound, bay) AI.&eIhAfJ..J..5 SOVN{)

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 andlor filling activities.
CoNS 7ll.()(!..'r It- 43' P'L e It AID {AJAUf. suP fb tlTt;.7J
V/NqL l6uL~ IW I> -/-wI> 10 t f43-TcllW (;.{lA-ItS'.
:TN.s1AU uPLAlJ(J FlU. A-tJo 2.i.P ~p (M.7lSil-l1rl..:/
(J/t1N (!QIllPUS1'/tW of P2.oP0.5e:.-j) a.L""'e4d /Als-aIUr/lJlo/.

b. Is the proposed activity maintenance of an existing
project, new work, or both? /boiH

c. Will the project be for public, private or commercial
use? j'>"tVA 16

_____-- _ _ _"__ --....__,r
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 ArrAtJPbO fh6es

Form DCM-MP-l

4. LAND AND WATER
CHARACTERISTICS

a. Size of entire tract

IV/II
.

b. Size of individuallot(s) ~j 11./(, $a F7

c. Approximate elevation of tract above MHW or
NWL 3' 6"

d. Soil type(s) and texture(s) of tract
S'AND

e. Vegetation on tract (,..{<M;S

f. Man-made features now on tract NONG

g. What is the CAMA Land Use Plan land
classification of the site? (Ccnsull the wad /.and use plan.)

~ Conservation
_ Developed
Rural

_ Transitional
~Community
_ Other

h. How is the tract zoned by local government?
i2...t.j

i. Is the proposed project consistent with the applicable
zoning? ---II:C:.... Yes _ No
(Alrach zoning compliance cerrijicaJe, if tlppliCDble)

j. Has a professional archaeological assessment been
done for the tract? _ Yes ~ No
If yes, by whom?

k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
_Yes ~No

1. Are there wetlands on the site? _ Y es ~ No
Coastal (marsh) Other
If yes, bas a delineation been conducted?
(Arzach documenlalion, if avaiJDble)

Revised 03/95

m. Describe existing wastewater treatment facilities.
/VIA
.

n.. Describe location and type of discharges to waters
" of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, -wash
down- and r~ideDtial discharges.)
S lJ llF"Ace RJ.,.v 0 Fr=-

o. Describe existinf drinking water supply source.
NIp, ( AJONe

5. ADDITIONAL INFORMATION

In addition to the completed application form, the
following items must be submitted:

. A copy or the deed (with state application only) or
other instrument under which the applicant claims title
to the affected propenies. 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 lIr by 11- white paper. (Refer to
Coastal Resources Commission Rule 7].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 a:l
adequate number of quality copies are provided by
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

Form DCM-MP-l

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 landowneJ:'s must be advised
that they have 30 days in which to submit comments
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 I!l~. ~N Ve:7GR.f;
Address /(j07 I-IflR.Ba/R. Vlb'"W be.,ve.
Phone ~/"C. /)6111" 11iU$~ N.c.. t).79f18'
('a.s~ I(~(). 1(,2. 7
Name ~S". Uftvv:: M..k.HL..E"12.
Address 2al~ C!CJVc.Il-r 5"1. Arr511vfb jJl}. iS~/t)
Phone ('1/2.) 8"~~. 02.Cf1

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.

(!~MA f:reNeHl PeRM,.\i 4! 'I/t- U.A

. 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.

Revised 03/95

6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND

I understand that any permit issued in response to this
app~ication will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained i'l 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
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.

I further certify that the information provided in this
application is truthful to the best of my knowledge.

This is the ILl day of ~7>11 ej.. , .@ cU:Q~-

Print Name (,VI/h/lq.. W. ('~f ehls 6e",vel4(, /fIMI~,(,
J
Signature mat tt/.~
l4ntJowner or AIIlIwri1.M AgenJ

PI~e indicate attachments pertaining to your proposed
proJect.

LDCM MP-2 Excavation and Fill Information
_ DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
_ DCM MP-S Bridges and Culverts
_ DCM MP-6 Marina Development

NOTE: Please sign and dale each attachment in the
space provided at the bottom of each form.

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SEP 3 G 2005

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During the period of March 2005, the original wood constructed bulkhead at Mr. ' '-,.. oJ ,
Hendrickson's property (Lot 35, Section 0, Colington Harbour, Atlantic Township, Dare
County) incurred damage to an approximate 13 linear foot section by westerly seas
generated in the Albemarle Sound. During the westerly storms that occurred during the
period of April 2-6, 2005 subsequent damage occurred, in that the wood construction
bulkhead was carried-away by the seas and exposed the neighboring return wall
constructions. The lack of the bulkhead allowed the Albemarle Sound to seek a new
inshore water line, approximately fifteen feet from the original bulkhead line.

Form DCM-MP-l (Section 3 (d.)) supplemental information

Carolina Marine Structures expects that land disturbing activity will be conducted
approximately twenty-nine feet from the proposed bulkhead alignment to accommodate
the installation of the tie-back system as well as the place and compaction offill
materials. Lot 35 Section 0 is a high energy area with very few instances of still water,
therefore, accurately determining the NWL is difficult and is determined by the
prevailing winds of any particular day. In addition, it is apparent that this Lot was used as
a concrete and debris dump site at an unknown time(s) in the past. The installation of the
proposed bulkhead would significantly change the current appearance of this property.

In view of the aforementioned, both adjoining property owners and Mr. Hendrickson
wanted the immediate installation of a new bulkhead along the previously established
bulkhead line. Carolina Marine Structures, Inc. scheduled a site visit by CAMA
representatives and was advised during the site visit that the proposed bulkhead
installation, in relationship to the new water line mark, was beyond the scope of a CAMA
General Permit and a Major permit would be required. Per discussions and
, correspondence with the adjoining property owners, the adjoining property owners were
insistent upon the installation of a bulkhead in the original line to provide system
integrity. As an interim protective measure, both adjoining property owner return walls
were repaired under a General CAMA permit until subsequent approval of the Major
Permit.

With regard to the proposed project, Carolina Marine Structures, Inc. desires to conduct
the following installation methods, uses, operations and purposes along the original
bulkhead alignment:
Move existing small rip-rap from the original bulkhead alignment (rip rap to
remain in the water and will be moved only a few feet to allow sheet and pile
installation)
Install a pile and heavy wale supported vinyl bulkhead that spans approximately
44' between adjoining property owner return walls.
Install two ten foot return walls.
Install rip rap material along the Sound side of the proposed bulkhead.
Backfill void between the bulkhead and property elevation with upland fill
materials and compact. ·

Form DCM-MP-l (Section 3 (d.)) supplemental information

Page 2 of2

Pile, vinyl sheeting and rip rap installations will be conducted using an excavator
equipped with a vibratory hammer, human labor to install the wale materials, and
equipment for the placing and compaction of the backfill material.
The daily operating schedule will be from 7:30 am until 6 pm daily (less Sunday)
until project completion

/)JJ ~s-
Ii{ ~--P d .

Form DCM-MP-2

EXCAVATION
AND .FILL

(Except bridges and culverts)

Attach this form to loint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the 10int Application that relate to this
proposed project.

Describe below the purpose of proposed excavation or
fill activities. All values to be given in red.

Length Width

Average
ExistlDa
Depth

FiDaI
Project
Depth

Access
channel
(MLW) or (NWL)

Canal

Boat
basin

Boat
ramp

Rock
groin

Rock
breakwater

Other
(Excluding
shoreline
stabilizAtion)

Revised 03195

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SEP 3 ;} 2005

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I:L:-... ,,'-_ . , . ""fr .-

1. EXCAVATION

a. Amount of material to be excavated from below
MHW or NWL in cubic yards No"'~

b. Type of material to be excavated /lXJlVe..

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes ~ NoW/A)

d. Highground excavation in cubic yards IV /A

z. DISPOSAL OF EXCAVATED
MATERIAL

a. Location of disposal area N J A
.

b. Dimensions of disposal area N J A

c. t;>o you claim title to disposal area?
_ Yes -iL... No (N/A)
If no, attach a letter granting permission from th~
owner.

d. Will a disposal area be available for future
maintenance'? _ Yes ~ No CN/II)
If yes, where?

Form DCM-MP-2

e. Does the disposal area include any coastal wetlands
(marsh), SA Vs or other wetlands?
_ Yes -L- No (toIlf>,)

f. Does the disposal include any area in the water?
Yes ~No (N/A)

3. SHORELINE ST ABIT..IZATION

a. Type of shoreline stabilization
Bulkhead Riprap

'13'
b. Length

c. Average distance waterward of MHW or NWL
13 '

d. Maximum distance waterward of MHW or NWL
13'

e. Shoreline erosion during preceding 12 months
IS'

(Source of information) ()8$GIlWiD F'~ON\ Pl2e"'il1l1'( But (<heAl
~tl6'N/fleN7

f. Type of bulkhead or riprap material Au fINO /.Vflw
SVPP/)2-rb-o VINLll) fiNO /V.t:!. t!.LltS~P. (ilPRAf

g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap J~ (!I/{)~
(2) Bulkhead backfill I ~o <! 1/ D5

h. Type of fill material UPLAND r-ii..t..) SANlJ

i. Source of fill material NoRFt6eT CONsTeuc7~N
&Mf"'rJ~ 1 J'.iu.. 'DevIl.- lIi/h, N,C. Z7q'l~

4. OTHER FILL ACTMTIES
(Excluding Shoreline Stabilization) (/V/A )

a. Will fill material be brought to site?
Yes _ No

Revised 03/95

If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area

(3) Purpose of fill

b. Will fill material be placed in coastal wetlands
(marsh), SA Vs or other wetlands?
_Yes _No
If yes,
(1) Dimensions of fill area

(2) Purpose of fill

5. GENERAL

a. How will excavated or till material be kept on site
and erosion controlled? N I A

b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
NJA

c. Will wetlands be cnssed in transporting equipment
to project site? _ Yes --1L No
If yes, explain steps that will be taken to lessen
environmental impacts.

,R~ OM.s~0038. 20Q::r
Applkant or Project ~
tuiL6 tv &;..L (ClJIUI,l,ri'\ a.;, C'o,1\k)
Signature
$epC"'e^^beg 14 I 2/)QS"'
Date

Map of 1909 Harbour View Dr Kill Devil Hills, NC by MapQuest

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SOUND

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PAGE 132

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Pl~t o.ncl 0.5 pel'" Zanll'lgJ they de net I"eflt'ct
o.ny Restrictive Ccvltnon1;S; tl-l(l.t I'\oy eXist,

This survey is bo.sed cn thll' elCistinQ evlcl~f1C:1!
shown In conJuctlcll With the ,""corded
ref'~rence given.

TIF' I rNE TABLE.
A - B I N06'36'lO-" -43.09'
CURVE DATA.

C-1 R- 996.83' L= 51.82' C- S12'20'30'E 51.81'
--

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\hot tho 0"'0' ot 010....... o. oalOllIat.d b~ lotit.. and dopot1u_ io ol I.- 1:10.000: ;. ;. ~r- ..-~" fE:,ci.i..
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HARBOUR DRIVE
( 60' R/W )

Cp,LE: ,. = 30'
ILE NO.: 01-164
we NO.: 01164V

~-
IA'
MAP (N.T.S.)
. .R.M.: 37 4 01130
F.I.R.M. DATE: +-2-93
FLOOD ZONE: AE (9')
REC. REF.
M.B - 4, PO. 29
PIN NO.:
039864 0709640

tlCGS
D1'Cea 5
j

.. . LOT 35.SECIlQbL..D.-,..
COLlNGTON HARBOUR

SURVEYED FOR
ROBERT HENDRICKSON and
wife PAMELA HENDRICKSON
ATLANTIC TOWNSHIP
DARE COUNTY NORTH CAROLINA
b~ b~ b~
2700 N. Crooton Hwy. Kill Devil Hills. NC, 27948
Phone: [phone] fox: [phone]

AI'1 ...-thotIzod _ Of' DIWvbG. of We oocumont !& .",1110;\..
A. red MGI "'lJM. be ~"'l"t tor tfolle to ~ Oft orI/iil'\4l doca.lment

MAJOR PERMIT FEE MATRIX

Applicant: Robert E. Hendrickson

Selection Development Type Fee DCM% DWQ%
(14300160143510009316256253) (2430016024351000952341)
I. Private, non-commercial
0 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
0 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,
8, C, or D below applies: .
III(A). For Private non-
...~ commercial development, if $250 100% ($250) 0% ($0)
,:.:' ,~ General Water Quality
Certification No. 3301 (see
attached) can be apolied:
111(8). For' pUblic or
0 commercial development, if $400 100% ($400) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached) can be applied:
III(C). If General Water
0 Quality Certification No. $400 60% ($240) 40% ($160)
3301 (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
0 Quality Certification No. $400 60% ($240) 40% ($160)
3301 (see attached) cannot
be applied:
IV. For development that
0 involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

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~~:::::"N<<::::::::'::~"""'~"""""':'~~___""':::::::~""N:':::::":,................,.,

Permit Class D S - \ <\ 4- \ C- .,.. ~ ~ Permit Number
. NEW 3-06
STATE OF NORTH CAROLINA \ \ - ~3 - oS
Department of Environ:~t and Natural Reso~ces @ @ UW@ Ii\\

Coastal Resources Commission ~ ~ ~

~trf mtt . D::'W~t~~:n.~

or WE1"LANOO ~o ST()fl.tIIfXllO/\ ~,
l Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118

~ Excavation and/or filling pursuant to NCGS 113-229

Issued to Robert Hendrickson, 11751 Dry River Court, Reston, Va. 20191
Authorizing development in Dare County at adi. Albemarle Sound, 1909 Harbour View
Drive. Colington Harbour , as requested in the permittee's application dated 9/14/05, including the
attached workplan drawings (3), 1 of 3 and 3 of 3 dated revised 10/4/05 and 2 of 3 dated revised 9/26/05.

This permit, issued on ]:mn3ry ~, 200tl , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.

Shoreline Stabilization

1) The alignment of the permitted bulkhead shall be as depicted on the attached workplan drawing labeled
1 of 3 entitled "cross section" dated revised 10/4/05.

2) The bulkhead shall be constructed prior to any backfilling activities.

3) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.

4) Any request to extend riprap more than 4' waterward shall require additional review from the Division
of Coastal Management.

(See attached sheet for Additional Conditions)

This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.

Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.

This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.

Pc ~ "11~7t

7 ?- arles S. Jones, Director
Division of Coastal Management

Any maintenance work or project modification not covered
hereunder requires further Division approval.

All work must cease when the permit expires on

This permit and its conditions are hereby accepted.

December 31,2009

In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.

Signature of Permittee

Robert Hendrickson

Permit #3-06
Page 2 of 3

ADDITIONAL CONDITIONS

5) 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.

6) The fill material shall be clean and free of any pollutants except in trace quantities.

7) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.

8) No backfill material shall be placed within 30 feet of the normal water line, except that which will be
used to backfill the area behind the permitted bulkhead, without permit modification.

___ ___.._ ____ __.__._.______..._-'-c~_.~-____~_ --- ---. ~--.-.-------- --

9) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.

10) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.

11) The riprap material shall not extend waterward more than 4' from the new bulkhead.

12) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to
prevent its movement from the approved alignment by wave or current action.

13) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite,
marl or broken concrete.

NOTE:

NOTE:

NOTE:

NOTE:

This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.

- -- -- -, -.'----- -- --~'--- ---- ---" ' --,~----- ---~--~

Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal water level.

The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 051941), which was issued on 11/23/05.

The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200610059.