19960345 Ver 1_Complete File_19960517

State 'of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management

James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director

May 17, 1996
pamlico County
DEM Project # 960345
COE #199601561

APPROVAL of 401 Water Quality Certification

Mr. Miles C. Shorey, III
P.O. Box 266
Oriental, NC 28571

Dear Shorey:

You have our approval to place fill material in 4,220 square feet of waters for the purpose of
stabilizing a shoreline at your property off of SR 1349 and Shorey Drive on the Neuse River, as you
described in your application dated 2 May 1996. After reviewing your application, we have decided that
this fill is covered by General Water Quality Certification Number 3025.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and yoo may be required to send us a new application. For this
approval to be valid, you must follow the conditions listed in Ute attached certification.. In addition, you
should get any other federal, state or local permits before you go ahead with your project
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the dale 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are fmal and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.

Sincerely,

Attachment

cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
John Parker; DCM

960345.ltr

Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer' 50% recycled/10% post consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management

960345.RA
DEHNR
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James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director

April 4, 1996

MEMORANDUM:

TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management

FROM: John R. Parker, Jr.
Major Permits Processing Coordinator

SUBJECT: CAMA/DREDGE & FILL Permit Application Review

Applicant: Miles C. Shorey, III

Project Location: off SR1349 and Shorey Dr., adj. the Neuse.River, Town of Oriental, Pamlico County

Proposed Project:

to place rock rip rap along the shoreline

Please indicate below your agency's position or viewpoint on the proposed proJect and return this form by April
25, 1996. If you have any questions regarding the proposed project, please contact Ted Tyndall at (919) 726-
7021. When appropriate, in-depth comments with supporting data is requested.

REPLY: -I-

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.

SIGNED

This agency objects to the project for reasons described in the attached comments.

DATE

')/w!n

I

P.O, Box 769. 3441 Arendell Sf.. Morehead City. North Carolina 28557 Courier #11-12-09
Telephone Q19-726-7021 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

.

DEPARTMENT OF THE ARMY
WilMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WilMINGTON, NORTH CAROLINA 28402-1890

REPLY TO
ATTENTION OF

April 12, 1996

Regulatory Branch

Action ID No. 199601561

,)

Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment,
Health and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687

tilt l_

"

Dear Mr. Dorney:

Enclosed is the application of Miles C. Shorey, III for Department
of the Army (DA) authorization and a State Water Quality Certification to
place riprap material along an eroding shoreline, on property located off
State Road 1349 and Shorey Drive, adjacent the Neuse River, Oriental, Pamlico
County, North Carolina. Your receipt of this letter verifies your acceptance
of a valid request for certification in accordance with Section 325.2(b) (ii)
of our administrative regulations.

We are considering authorizing the proposed activity pursuant to
Section 404 of the Clean Water Act, and we have determined that a water
quality certification is required under the provisions of Section 401 of
the same law. A Department of the Army permit will not be granted until
the certification has been obtained or waived.

According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by June 9, 1996, the District Engineer will deem that
waiver has occurred.

Questions or comments may be addressed to Mr. Raleigh Bland, Washington
Regulatory Field Office, telephone [phone], extension 23.

s~'~

Raleigh Bland, P.W.S.
Regulatory Project Manager

Enclosure

Copies Furnished (without enclosure)

Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687

...

to.

DIVISION OF COASTAL MANAGEl\1ENT
FIELD INVESTIGATION REPORT 9 G 0 a 4 5

1. APPLICANT'S NAME: Miles C. Shorey, III

2. LOCATION OF PROJECT SITE: Pamlico County, Town of Oriental, off SR 1349 and Shorey
DriYe, adjacent the Neuse River
Photo Index - 1995: 78-854 (R-13, 14, 15; S-12, 13) 1989: 2 119 12 (G-17, 18; H-16)
State Plane Coordinates - X: 2,696,200 Y: 474,400 Oriental Quad "LR"

3. INVESTIGATION TYPE: CAMA/D&F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - February 8, 1996
Was Applicant Present - Yes

5. PROCESSING PROCEDURE: Application Received - March 25, 1996
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - The Town of Oriental 1994 Land Use Plan
Land Classification From LUP - Conservation
(B) AEC(s) Inyolved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Shoreline protection of private property
(E) Wastewater Treatment: Existing - Septic system
Planned - None
(F) Type of Structures: Existing - Deteriorated bulkhead, rip rap, single family dwelling
Planned - Rock rip rap
(G) Estimated Annual Rate of Erosion: 12'
Source - Applicant

7. HABITAT DESCRIPTION:

(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
Open Water 4,220 ff
(C) Other
High ground 6,820 ft 2

DREDGED

[AREA]
FILLED

OTHER

(D) Total Area Disturbed: 11,040 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA NSW

Open: Yes

8. PROJECT SUMMARY: The applicant proposes to place rock rip rap along 1102' of shoreline.

.1

FIELD INVESTIGATION REPORT:
MILES C. SHOREY, nIlPAMLICO COUNTY
PAGE #2

9. NARRATIVE DESCRIPTION:

Project Setting

The applicant owns an approximate 80-acre tract of land off SR 1349, adjacent
the Neuse River in the Town of Oriental and Pamlico County. According to the
applicant, the original deed describes almost 105 acres, but only 80 acres remain aboye
the normal water level. There is approximately 2800' of shoreline along the Neuse
River and is aligned from north to south. Most of the northern section is high ground
and was previously farmed. Erosion is severe along this section as evidenced by the 3'
to 5' high banle The southern section forms a peninsula that extends out into the
mouth of Whittaker Creek. Most of this section is marsh, although there are several
high hummocks scattered along this narrow spit of land. Erosion is less severe along
this stretch of shoreline.

The applicant's home, the old family house, and seyeral sheds exist on the site in
the northern section. An existing pier, 192' of deteriorating bulkhead, and 70' of rock
rip rap are located immediately waterward of the house. Oyer the years, erosion has
cut away much of the bank and created somewhat of a "bump" in the shoreline
configuration. Severe erosion is eyident along much of this section as is evidenced by
the erosion behind the old bulkhead. Several eroded pockets exist behind the bulkhead
and range between 8' and 12' landward of the old bulkhead. A side section stabilized
by rock is experiencing no erosion. And although a sandy beach is evident in the
southern section, much of the shoreline along the northern section is of a clayey base.
There is an extensive marsh system in the southern portions of the applicant's property,
but only a 33' -wide wetland area adjacent the mouth of a drainage ditch within the
project site itself. There are no wetlands located behind the deteriorating bulkhead.

This section of the Neuse River is classified as SA NSW and is open to
shellfishing. It is not a Primary Nursery Area and no SA V s are evident.

Project Description

The applicant proposes to place rock rip rap along 1102 linear feet of estuarine
shoreline adjacent the Neuse River. The proposed alignment for 840 feet of natural
shoreline is essentially at the base of the erosion escarpment with a maximum distance
3' waterward of the NWL. The proposed alignment along this section is set by the
landward base of the bulkhead. Several open water pockets ranging between 8' and
12' along this stretch of shoreline would be backfilled. The average alignment along
this section of shoreline would be approximately 6.5' waterward of the NWL. The
filter fabric, stone lining and rock rip rap would be trenched in along the alignment. A
1: 1 slope is proposed.

..

FIELD INVESTIGATION REPORT:
MILES C. SHOREY, III/PAMLICO COUNTY
PAGE #3

Anticipated Impacts

As proposed, approximately 4,220 ftl of Estuarine Waters and shallow water
habitat (clay substrate) would be lost as a result of the placement of the 1,102 linear
feet of rock along the proposed alignment (an average of 3' waterward of the NWL
along the natural shoreline and an ayerage of 6.5' waterward of the NWL along the old
bulkheaded shoreline). Since the rock would be placed at the toe of the escarpment,
limited backfill material would be required. According to the applicant, only 30 yds3
of material would be placed below the NWL. And this would be in the area behind
the existing bulkhead. Bank sloping and rock placement would disturb approximately
6,820 ftl of high ground.

It is expected that localized turbidity would increase during trenching in of the
rock, but the impacts to the estuarine system along this stretch of the N euse River
should be minimal. It could also be hypothesized that the benefits gained by placement
of the rock and the subsequent reduction of sediment entering the system due to the
erosion, could balance any temporary construction-related impacts. The project as
proposed would inyolye the filling of no wetlands.

M. Ted Tyndall - Morehead City - April 2, 1996

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APPLICATION ~~R2 "\~~\~
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(To be completed by all applicants) ~_.,__...-_......
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Form DCM-MP-l

1. APPLICANT

a. Landowner:
Name Miles C. Shorey III (by will)
Address P.o. Box 266
...
City Oriental State N.C.
Zip 28571 Day Phone [phone]
Fax
b. Authorized Agent:

Name

N/A

Address

City

State

Zip

Day Phone

Fax

c. Project name (if any) N / A

NOTE: Permit wiU be issued in name oflondowner(s), and/or
project name.

2. LOCATION OF PROPOSED
PROJECT

a. County

pamlico

Revised 03/95

b. City, town, community or landmark
()r;pnrAl

c. Street address or secondary road number
Parsons Road

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

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Neuse River

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

a. List all development activities you propose (e.g.
building a horr:e, mote!, marina, bulkhead, pier, and
excavation and/or filling activities.
Riprap RuJkhead

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

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.
Shoreline stabilization, 450 slope
of riprap on filter cloth, only
the amount of bank will be dis-
turbed that can be covered in a

day

Form DCM-MP-l

~~., -.

4. LAND AND WATER

~.._.

CEUUtACTERiSTICS

a. Size of entire tract 1 Q4 Q('re'i r'leer'led,
approx. 80 acres remain
b. Size of individuallot(s) N / A

c. Approximate elevation of tract above MHW or
NWL 5 Feet

d. Soil type(s) and texture(s) of tract
AaA.DgR

e. Vegetation on tract upland qrass
predominantly Fescue

f. Man-made features now on tract hous es
dock and existing wooden bulkhead

g. What is the CAMA Land Use Plan land
classification of the site? (Consub the local land use plan.)

~ Conservation
_ Developed
...lL- Rural

_ Transitional
_ Community
Other

h. How is the tract zoned by local government?
None

i. Is the proposed project consistent with the applicable
zoning? _ Yes _ No
(Attach zoning compliance cenijicate, if applicable? / A

J. Has a professional archaeological assessment been
done for the tract? _ Yes -1L...- 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 -LNo

I. Are there wetlands on the site? ~ Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? yes
(Attach docwnentation, if available) CW f lagged by
OCM representative Ted Tyndall on

Feb. 8, 1996

Revised 03/95

,

m. Describe existing wastewater treatment facilities.
septic

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.)

'iler";('e driii.t:liigre

o. Describe existing drinking water supply source.
Well

S. 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 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 C<.'mmission 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
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 landowners 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
Address
Phone

Marshall S. Roaers
919 Midway Road,Statesville NC
[phone] 28677

Name
Address
Phone

John D. Walp
5801 Parsons Road, Oriental NC
919 249-2988 28571

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.

CAMA, GP #8936 for rock riprap on

Eastern end of property expired in
1992
· 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
application 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.

Thisisthe 9th day of Feb.

,19 96.

Print Name Miles C. Shorey I I I

Signature ~ C ~

lAndcwner or Authorized Ag~

Please indicate attachments pertaining to your proposed
project.

~ DCM MP-2 Excavation and Fill Information
_ DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP~ Marina Development

NOTE: Please sign and date each attachment in the
space provided at the bottom 0 each form.

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Form DCM-MP-2

EXCAVATION
ANDFILL

(Except bridges and culverts)

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. 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.

N/A
Length Width

Average
Emtiog
Depth

F"mal
Project
Depth

Access
channel
(MLW) or (NWL)

Canal

Boat
basin

Boat
ramp

Rock
groin

Rock
breakwater

Other

(Excluding
shoreline
stabilization)

Revised 03/95

..

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1. EXCAVATION N/A

a. Amount of material to be excavated from below
MHW or NWL in cubic yards

b. Type of material to be excavated

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes No

d. Highground excavation in cubic yards

2. DISPOSAL OF EXCAVATED
~TERlAL N/A

a. Location of disposal area

b. Dimensions of dispOsal area

c. 1;)0 you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.

d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?

Form DCM-MP-2

~

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

f. Does the disposal include any area in the water?
Yes No

3. SHORELINE STABILIZATION

a. Type of shoreline stabilization
Bulkhead y Riprap

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

b. Len~ 262 ft. of Riorao, Landward
of existing bulkhead+:-'S40 ft. of Riprap along remaining shoreline
c. Average distance waterward of MHw or NWL
NWL 5 Feet

d. Maximum distance waterward of MHW or NWL
NWT. 1:1 Feet

e. Shoreline erosion during preceding 12 months
9-
12 Feet -
(Source ofinfonnatiorl) Photogr.51phic documentation

f. Type of bulkhead or riprap material

Marl

g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 326
(2) Bulkhead backfill 30

h. Type of fill material

A a A

i. Source of fill material acquired by
forming slope

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

a. Will fill material be brought to site?
_Yes _No

Revised 03/95

5. GENERAL

a. How will excavated or fill material be kept on site
and erosion controlled? Base ditch wi 11 he
duo and filter cloth and one row of
rock installed. Then the bank slope
and covered with filter cloth and
~A~reaodin distances that can be
- Fe ,ln a day.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe & Bulldozer

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

Miles C. Shorey III

~a~/4n

Signature

February 9 1996
Date

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