20120781 Ver 1_CAMA Permit Application_20120817

A. 2C12 0 � 8
�1_ 1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis Dee Freeman
Governor Director Secretary
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 14 August 2012
SUBJECT: CAMA Application Review
APPLICANT: Harry T. Phelps & Shirley C. Phelps
PROJECT LOCATION: Project site is located at 234 Albemarle Shores Extension (off SR 1237) near
Columbia, adjacent a man-made U- shaped basin connected to Albemarle Sound in Tyrrell County, North
Carolina.
PROPOSED PROJECT: Applicant proposes to conduct new channel & canal entrance excavation in
order to deepen the existing, eroded shallow water connection to an existing man-made U- shaped basin,
and construct a bulkhead, boat ramp, two boat lifts, and a building with a lean to within & adjacent to the
basin, respectively.
Please indicate below your position or viewpoint on the proposed project and return this form by 3
September 2012. Please contact Kim Hedrick at 252- 948 -3936, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed
Date
943 Washington Square Mall, Washington, NC 27889
Phone: 252 - 946 -0481 1 FAX: 252 - 948 -0478 Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
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Carolina
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT NAMES: Harry T. & Shirley C. Phelps, Harry T. Phelps, Jr., & Michael Todd Phelps
2. LOCATION OF PROJECT SITE: 234 Albemarle Shores Extension (off SR 1237) near Columbia, adjacent
a man-made U- shaped basin connected to Albemarle Sound in Tyrrell County, North Carolina.
Photo Index —2006: 132 -6818: I16 2000: 132 -1544: Q9 1995: 132 -1403: P19
State Plane Coordinates —X: 2,786,800 Y: 807,600; GPS Rover File: F062612B
Columbia West Quad (upper left comer)
3. INVESTIGATION TYPE: CAMA & D &F
4. INVESTIGATIVE PROCEDURE: Date of Site Visits —19 June 2012 and 12 July 2012
Was Applicant Present — No Yes
5. PROCESSING PROCEDURE: Application Received — 13 August 2012
Office — Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Tyrrell County
Land Classification from LUP — waters & wetlands - conservation; uplands -rural & agricultural
(B) AEC(s) Involved: EW, PTA, ES, & PTS
(C) Water Dependent: Yes
(D) Intended Use: Private /Community
(E) Wastewater Treatment: Existing — residential septic systems
Planned — None
(F) Type of Structures: Existing — 3 soundfront residences with associated 2 piers, gravel access,
bulkheads, U- shaped man-made basin
Planned — New channel & canal excavation, bulkhead, 2 boat lifts, boat
ramp with associated maintenance excavation, upland building
(G) Estimated Annual Rate of Erosion: F— 15'
Source — Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
N/A
(B) Non - Vegetated Wetlands
X
± 26,268 ft2 (excavation)
(EW, PTA of Albemarle Sound & basin)
X
±14,287 ft2 (fill)
(C) Other (Uplands)
X
± 8,521 ft2 (excavation)
X
±42,037 ft2 (fill)
(D) Total Area Disturbed: ±2.09 acres (±91,113 ft2)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: NO
PROJECT SUMMARY: The applicant proposes to conduct new channel & canal entrance excavation in order to
deepen the existing, eroded shallow water connection to an existing man-made U- shaped basin, and construct a
bulkhead, boat ramp, two boat lifts, and a building with a lean to within & adjacent to the basin, respectively.

Harry T. & Shirley C. Phelps, Harry T. Phelps, Jr., & Michael Todd Phelps
Man-made basin & Bull Bay of Albemarle Sound
Tyrrell County
Project Setting
Brian Rubino with Quible & Associates, P.C., on behalf of Harry T. & Shirley C. Phelps, Harry
T. Phelps, Jr., & Michael Todd Phelps, has submitted the attached application for a CAMA Major
Permit to conduct new channel & canal entrance excavation in order to deepen the existing, eroded
shallow water connection to an existing man-made U- shaped basin, and construct a bulkhead, boat
ramp, two boat lifts, and a building with a lean to within & adjacent to the basin, respectively. The
project site is located at 234 Albemarle Shores Extension (off SR 1237) near Columbia, adjacent a man-
made U- shaped basin connected to an area of the Albemarle Sound commonly referred to as Bull Bay in
Tyrrell County, North Carolina. The 7 parcels covered under this application total ±42 acres in size, the
majority of which is fallow farmland located on the southern side of the tract.
The project site is located on the western end of Albemarle Shores Subdivision ±1 mile west of
the mouth of the Scuppernong River in Bull Bay of the Albemarle Sound. The western half of the
±1,300 linear feet of Sound frontage shoreline of the project consists of a natural wetland fringe, while
the eastern half consists of upland residential lots. The residential lots consist of native lawn grasses,
trees, and shrubs, and are elevated ±4' above normal water level (NWL). The wetlands consist of native,
hardwood wetland tree species and a stand of Phragmites spp. in the eroded areas. This swamp fringe
averages 200' wide, and has a small gut connected to the canal running through the middle of the
wetlands, parallel to the Sound. There are no Coastal Wetlands on the site. Existing development on
the residential lots include three single family dwellings with concrete driveways that all lead to one
gravel access, all of which were constructed in 1991, a contiguous wooden bulkhead, and two residential
pier structures in Albemarle Sound.
There exists a U- shaped man-made basin on the property with natural shoreline with the
exception of a return wall on the western side of the developed lots connected to the Sound frontage
bulkhead. This connection separates the existing wooded wetlands from the developed portion of the
Sound front. The two fingers of the U- shaped basin currently extend ±950' landward of NWL of
Albemarle Sound, and range from ±90' wide to as much as ±150' wide in an area of the eastern finger
due to storm erosion. The eastern finger of the U- shaped basin was formerly a wooded wetland finger
that was begun to be excavated in 1988. CAMA General Permits were also issued during this time to
stabilize the Sound frontage of the lots with a stacked concrete bridge piling structure. CAMA Major
Permit No. 73 -92 was issued on 31 July 1992 to replace the concrete bulkhead with a wooden bulkhead
and construct groins, a pier, boat ramp, and a swimming pool associated with Harry T. Phelps' home. In
1999, the western finger of the U- shaped basin, which was formerly upland farm land, was dug and
connected to the other finger to create the U- shape; however, the man-made excavation did not connect
the basin to the Albemarle Sound. Over the course of ±10 years since the wooden bulkhead was
installed in 1992, the adjacent wetland has been impacted by natural erosion, and accelerated erosion has
occurred adjacent the bulkhead return wall. Hurricane Isabel damaged the western corner of the
bulkhead in 2003, and the replacement bulkhead was installed in 2005 with a much longer return wall
than the previous structure. An area of natural high ground existed between Albemarle Sound and the
man-dug portion of the basin until it was breached in the Fall of 2005 due to erosion, creating a surface
water connection. A correspondence was sent to Mr. Phelps on 7 September 2005 from DCM that
notified him that DCM had jurisdiction within the basin area due to its recent connection via erosion.

Harry T. & Shirley C. Phelps, Harry T. Phelps, Jr., & Michael Todd Phelps
Man-made basin & Bull Bay of Albemarle Sound
Page 2 of 3
The man-made basin has an average excavated depth of 4, the naturally eroded canal entrance
is ± -2' deep and ±30' wide, and Bull Bay of the Albemarle Sound is ± -3' deep at the channel entrance
and deepens to 4 at ±160' waterward of the channel entrance. Albemarle Sound at this location is ±10
miles wide.
The riparian property to the west (upstream) is a single - family residence with a pier structure,
located ±750' from the project site canal entrance, and is the most eastern dwelling of Bulls Bay
Subdivision. The riparian property to the east (downstream) is a single - family residence with a pier
structure, located ±650' from the canal entrance, and is within the Albemarle Shores Subdivision. The
adjacent subdivision to the east is Colonial Beach.
There are no known SAV's located within the proposed project area. Albemarle Sound is
classified SB by the Environmental Management Commission, and is closed to shellfishing. There are
no documented archaeological sites on the applicant's property.
Project Description
The applicant proposes to excavate the open water connection with a new canal entrance 310'
long by 50' wide (15,500 ft2), and excavate a 206' long by 50' wide (10,300 ft2) channel into Estuarine
Waters (EW), Public Trust Area (PTA) Area of Environmental Concern (AEC) of Albemarle Sound,
which will be to a connecting water depth of 4. Average existing water depths are -2.5' and -3' in the
canal entrance and access channel, respectively. In addition, a 520 ft2 area of the canal's southeast
corner of uplands at the landward end of the bulkhead return wall will be excavated to 4 deep in order
to widen the canal entrance into the basin for boating safety and to promote better flushing. All of the
near shore project excavation will be done by an excavator sitting on land with a clamshell bucket. Each
bucket of material will be transferred to a dump truck and hauled to an onsite, upland spoil area
surrounded by silt fence. The channel excavation will either be conducted using an excavator on mats
that will transfer material to a dump truck or by a barge mounted excavator with a containment structure.
If done by barge, the excavator will empty the clamshell bucket into a containment structure on the
barge. The barge will be moved adjacent shore where the containment structure will be emptied by a
backhoe, to a dump truck, and moved to the designated onsite spoil area.
The applicant proposes to install 3,520' of vinyl bulkhead around the U- shaped basin. The
alignment will average 1' waterward of NWL and be a maximum of 42' waterward of NWL in the
eastern finger of the U -shape to reclaim land lost by storm erosion. Backfill material will come from
dried material from the spoil disposal site and an upland source, if necessary. The bulkhead will be tied
into the existing return wall of the Sound frontage bulkhead on the eastern side of the channel entrance,
and it will return westward ±40' along the wetland line on the west side of the bulkhead project. In
order to straighten the alignment of the U- shaped basin, there will be a total of 8,001 ft2 of upland
excavation and 4,573 ft2 of filling of EW, PTA AEC. The upland land disturbance associated with an
average 10' wide tieback area for the bulkhead installation will cover 35,200 ft2. The maximum area of
filling waterward of NWL for the bulkhead installation will cover an 8,754 ft2 area to create uplands to
construct a building outside the 30' AEC. The 80' long by 40' wide (3,360 ft2) building will be metal
framed for storage of an RV, boat and other items, and will have an attached 40' long by 20' wide (800

Harry T. & Shirley C. Phelps, Harry T. Phelps, Jr., & Michael Todd Phelps
Man-made basin & Bull Bay of Albemarle Sound
Page 3 of 3
ft2) lean to. The building location adjacent the basin will primarily serve as one of the temporary spoil
areas, and the spoil areas will cover 2,677 ft2 of grassy uplands, excluding the footprint of the building
and lean to. Existing County water supply will be hooked up to the new building.
a
There is a proposed boat ramp and two boat lifts proposed within the basin adjacent the building
as boating access amenities for the project. The entire 80' long by 12' wide concrete boat ramp will
constitute fill within the basin; however, final project appearance after the bulkhead is installed, will
have a 30' land approach. A 468 ft2 area within the basin at the end of the ramp will be excavated to 4'
due to existing -2' depth currently at this location. Two uncovered 15' long by 15' wide (225 ft2 each)
boat lifts will be installed on 4 piling sets each adjacent the building and ±90' apart. They will be
located in -3.5' water depths and over 1,000' to the nearest docking facility and/or riparian property line.
The eastern basin finger will be f 110' wide at their location.
Anticipated Impacts
Total excavation within EW, PTA AEC will be 10,300 ft2 (381 yds3) of new channel in
Albemarle Sound, 15,500 ft2 (861 yds3) of new canal entrance to the basin, and 468 ft2 (35 yds3) at the
end of the proposed boat ramp within the basin. Total upland excavation within the ES AEC will be 520
ft2 (116 yds3) for canal entrance widening and 8,001 ft2 (1,483 yds3) to straighten the bulkhead around
the U- shaped basin. Total fill within EW, PTA AEC will be 8,754 ft2 (1,297 yds3) of land recovery to
backfill the bulkhead adjacent the roposed building, 4,573 ft2 (508 yds3) to straighten the U- shaped
basin bulkhead, and 960 ft (71 yds ) for the concrete boat ramp installation. Total upland fill partially
located within the ES AEC will be 3,360 ft2 for the building structure roof dripline, 800 ft2 for the lean-
to off the building, and 2,677 ft2 for the portion of temporary spoil pile located outside the building
footprint area. Total upland land disturbance for the installation of the bulkhead tieback area around the
basin will be 35,200 ft2. There will be some short-term turbidity during sheet and pile installation.
There are no proposed impacts to wetlands or SAV for this project. The proposed building and existing
impervious features on the project site will be 0.1% impervious surfaces within the Estuarine Shoreline
(ES) AEC, and 0.01% impervious surfaces over the entire project site. There are no proposed impacts to
wetlands.
Kimberly Hedrick — 13 August 2012

Phelps Property Project Narrative
7/19/2012, updated 8/1/2012 and 8/7/2012
Applicants
1. Harry T. Phelps and Shirley C. Phelps
234 Albemarle Shores Extension, Columbia, NC 27925
2. Harry T. (Tommy) Phelps, Jr.
250 Albemarle Shores Extension, Columbia, NC 27925
3. Michael Todd Phelps
214 Albemarle Shores Road, Columbia, NC 27925
Existing Conditions
The subject property is located on Bull Bay in Tyrrell County, North Carolina and consists of
approximately 42 acres (1 large parcel and three smaller residential parcels on Bulls Bay). The
property is accessible from Albemarle Shores Road (SR 1237). The subject property consists
of four soundfront lots and one larger parent tract. Harry T. Phelps, Sr. and Shirley C. Phelps
own the large parcel and two of the soundfront lots as depicted on the CAMA plan. Mr. Phelps'
sons, Harry T. (Tommy) Phelps, Jr. and Michael Todd Phelps own the other two soundfront lots.
There is a small designated common /community picnic area near the basin entrance on one of
the lots. Over the years, this community area has dramatically decreased in size from erosion.
The common area is an easement on property owned Harry T. Phelps, Sr. who is an applicant.
The large parcel is part of a former 120 acre tract that had been referred to as South Fork
Farms, the majority of which was sold to the State of North Carolina in 2008.
The property contains a man -made basin that is now connected to Bull Bay through storm
erosion and has been for ten years or more. There are also approximately 3 acres of
jurisdictional wetlands on the property. The uplands consist of an agricultural field except for
the bay front lots, two of which include homes. The approximate wetlands location is depicted
on the CAMA plan. The extent of wetlands on the tract was field evaluated by USACE in 2006.
The basin has been and is intended to continue to be utilized by the Phelps family for boating.
Their bay front lots include piers, but rough conditions present make it difficult for boat slips.
The basin offers a calm and easy boating access location, however, the area near the mouth of
the basin and the channel entering the basin are shoaled in which makes it difficult or
impossible to navigate through during lower than normal wind tides. The U- shaped basin was
originally permitted and excavated without a connection to the Sound. A bulkhead was
permitted along the soundfront shoreline with a wing -wall adjacent to a Section 404 wetlands
area. Natural erosion of the wetland area created the connection that exists today. The upland
areas around the basin are eroding at varying rates, but Irene caused substantial bank collapse
and erosion (up to 15 ft in some areas) based on aerial photography and observations by Mr.
Phelps.
In 2006, in association with a potential development plan, an inter - agency scoping meeting was
held in Washington, NC to discuss existing and proposed development activities. That
development plan was never implemented and a large portion of the property was subsequently
sold to the State of North Carolina. Prior to the 2006 scoping meeting, there was an earlier
development plan (2005) that included residential lot development. In association with that plan
(which never was adopted) an Erosion Control and Sedimentation Control Plan was created and
approved by DLR, Land Quality Section.

Previous CAMA permits that have been issued for the property include:
1. CAMA Major 72 -92, 7/31/1992, Harry Phelps; issued for bulkheading, piers and jetties
(not all work has been complete)
2. CAMA GP 40579B, 5/24/2005, Harry Phelps; issued for bulkheading
3. CAMA GP 54783B, 11/23/2009, Harry Phelps; issued for bulkheading
4. CAMA GP 54784B, 11/23/2009, Tommy Phelps; issued for bulkheading
The shallow water sound bottom consists of exposed clay and sand. A SAV analysis was
performed in 2006 in Bulls Bay adjacent to the property and also in the existing basin. No
rooted SAV was observed in this area during this early October survey. Based on notes from
the 2006 scoping meeting, Ms. Sara Winlsow (former DMF representative) has not known this
to be an SAV area, likely from the high wave energy, especially from NE wind events. In our
experience, clayey substrates do not provide a quality SAV habitat either. A cursory SAV
analysis was also performed by Quible in June 2012 and no rooted SAV was discovered, only
some ripped up SAV, presumably from a different area of the sound.
Proposed Work
New Dredging: The purpose of the proposed dredging is to maintain adequate water depths
along the entrance to and within the existing man -made canal /basin and channel connected to
Bull Bay so that there is safe ingress and egress. The bay bottom here consists of a natural
submerged swale and bar sequence without a consistent deep water access. Within the basin
entrance leading from the basin to the bay, there has been recent accumulation of sediment.
The attached calculation sheet, application and CAMA plan break new excavation into channel
versus canal. There is also proposed excavation in the canal where it connects with the basin.
This involves 520 sq.ft. of material removal to enhance flushing by widening this connection in a
bell -shape fashion.
There is a significant amount of wind tide, with extreme low tides being somewhere on the order
of 2 ft lower than normal. We have identified the area in current need of dredging and have
estimated there to be approximately 1,242 cu yds of material to be removed, in addition to the
35 cu yds of material associated with boat ramp area excavation (1,277 cu yds below NWL) and
116 cu yds of material associated with entrance widening. The excavation work will be
performed with the use of a barge mounted and/or land based excavator using a clamshell
bucket. A barge mounted excavator will dig material from the maintenance area onto a material
(hopper) barge with sides. Use of a clamshell bucket minimizes the amount of bottom
disturbance, and when the bucket is fully loaded, the amount of water transferred to the barge is
minimal. The barge, when loaded, will be moved inside the basin and the material will be
transferred to a designated soil stockpile area adjacent to the basin. If excavation is from land
and mats instead of barge, the full bucket of material will be directly transferred to a dump truck
and then it will be transferred to the stockpile /disposal area prior to being dried and used as
bulkhead backfill.
Erosion Control Bulkheading: It is proposed that the basin be bulkheaded. The shoreline of the
basin suffers from collapse mass wasting as well as slow erosion. This erosion adds sediment
and increased turbidity to the natural system while eating away at the existing uplands and
associated buffers. No bulkheading or backfill is proposed in wetlands. The total length of
proposed bulkhead is 3,520 ft. The calculation sheet includes estimates of excavation and fill
associated with the bulkhead.
2

Established Slips With Lifts: The owner currently ties up two boats in the basin. There are no
additional slips proposed at this time and the owner does intend to permit lifts at each of the tie -
up locations shown on the plan.
Boat Ramp: A 12 ft wide concrete boat ramp is proposed as depicted in plan view and in cross -
section. The calculation sheet includes estimates of excavation and fill associated with the boat
ramp.
Upland Development: A metal accessory structure to house an RV, boat and other items is
proposed as depicted. This includes a lean -to shed style roof on the waterward side. In order
to maintain enough buildable area landward of the 30 ft buffer, approximately 8,754 sq.ft. of
eroded shoreline is proposed to be filled and permanently established with bulkhead.
The total land disturbance associated with the work as proposed is 42,557 sq.ft. The calculation
sheet includes a breakdown of land disturbance associate with the proposed bulkhead, canal
widening, upland development, and dredge spoil stockpiling.
3

Phelps Property
Calculation Sheet, updated 8/7/2012
Excavation
A. New Dredge Channel: 206 ft x 50 ft (381 cu yds); 1 ft avg. of material removal
B. New Dredge Canal: 310 ft x 50 ft (861 cu yds); 1.5 ft avg. of material removal
C. High Ground Canal Entrance Widening to Enhance Flushing: 520 sq ft (116 cu yds)
D. Maintenance Excavation at Boat Ramp: 468 sq ft (35 cu yds); 2 ft avg. of material
removal
E. Bulkhead Installation Excavation Around Fringe: 8,001 sq ft (1,483 cu yds); 5 ft avg.
of excavation
Fill- Associated With Bulkhead and Ramp Installation
A. Area Near Proposed Metal Building: 8,754 sq ft (1,297 cu yds); 4 ft avg. of fill;
1.5 ft avg. fill under water (486 cu yds)
B. Concrete Boat Ramp: 960 sq ft (71 cu yds); 2 ft avg. fill
1 ft avg. fill under water (36 cu yds)
C. Other Fringe Fill for Bulkhead Installation: 4,573 sq ft (508 cu yds); 3 ft avg. fill;
1 ft avg. fill under water (169 cu yds)
III. Land Disturbance (Total Max. = 42,557 sq.ft./ 0.98 ac.)
A. Bulkhead Installation (wall, tie -backs and fill): 35,200 sq.ft; assumes 10 ft per foot of
new wall. In many areas it will be less since along much of the shoreline the
bulkhead will be constructed waterward of the existing canal NWL. Conversely, in
many locations it will be more than 10 ft due to the irregular nature of the shoreline,
but the average is no more than 10 ft.
B. Canal Entrance Widening to Enhance Flushing: 520 sq.ft.
C. Upland Development (Structure footprint): 4,160 sq.ft.
D. Dredge Spoil Staging Area (outside footprint of proposed structure): 2,677 sq.ft.

gem MP -1
APPLICHION for
Major Development Permit _
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1, Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Phelps Property
Applicant 1: First Name
Harry
MI
T
Last Name
Phelps
Applicant 2: First Name
Shirley
MI
C
Last Name
Phelps (see others on narrative sheet 1)
if additional applicants, please attach an additional page(s) with names listed.
Mailing Address
234 Albemarle Shores Extension
PO Box
City
Columbia
State
NC
ZIP
27925
Country
USA
Phone No.
252 - 796 - 7389 ext.
FAX No.
Street Address (if different from above)
City
State
ZIP
Email
2. AgentlContractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Brian
D
Rubino
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
P.O. Drawer 870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 - 3300
ext. 240
ext.
FAX No.
Contractor #
252 261 1260
Street Address (if different from above)
City
State
ZIP
8 Juniper Trail
Kitty Hawk
NC
27949-
Email
[e-mail]
<Form continues on back>

Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Tyrrell
234 Albemarle Shores Extension
1237
Subdivision Name
City
State
Zip
Albemarle Shores
Columbia
NC
27925-
Phone No.
Lot No. (s) (if many, attach additional page with list)
- - ext.
see existing PUD on plat, , , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Bull 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
Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
[]Yes SNo
work falls within.
❑Yes []No ®NA
Tyrrell
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
5,144 ft
1,821,937
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
Main Property: 1,716,126 sq.ft , H.T.P. undeveloped
NWL (normal water level)
soundfront lot: 50,759 sq.ft., H.T.P., Jr. soundfront lot:
avg 5' ❑NHW or ®NWL
19,125 sq.ft, H.T.P. soundfront lot: 17,903 sq.ft., M.T.P
soundfront: 18,004 sq.ft.
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Majority of land consists of an agriculture field area that has not been planted this year. The wetland areas contain wax
myrtle, red maple, groundsel bush, Phragmites, spp. and various herbaceous Section 404 wetland species.
f. Man -made features and uses now on tract
Three soundfront homes, a man excavated pond/basin that includes an eroded connection to Albemarle Sound, a perimeter
ditch to demarcate the property boundary with the State of NC's property, soundfront bulkhead, two soundfront piers,
agricultural fields
g. Identify and describe the existing land uses adjacent to the proposed project site.
residential (adjacent riparian residential to the east and west) and undeveloped/ agricultural landward of site
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A
(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?
I. 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 DCM MP -1 (Page 3 of 5)
<Form continues on next page>
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®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.
Three on -site residential septic systems
o. Describe existing drinking water supply source.
Tyrrell County Water Department
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 /Government
® Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Private use boating and waterfront residential amenities. See narrative.
The purpose of the proposed dredging is to maintain adequate water depths along the entrance to and within the existing man-
made boat basin and channel connected to Bull Bay/ Albemarle Sound so that there is safe ingress and egress. In recent
years there has been a significant amount of shoaling and accumulation of sediment, especially in the bottleneck canal
leading from the basin to the Sound. Within the Sound, there has not been a consistent deep water connection (to 4) and
there is a natural submerged swale and bar system.
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.
The new and maintenance excavation work will be performed with the use of a barge mounted and/or land based excavator
using a clamshell bucket. Piles and bulkhead sheeting will either be driven or jetted in place.
d. List all development activities you propose.
There is a significant amount of wind tide, with extreme low tides being somewhere on the order of 2 ft lower than normal. We
have identified the area in current need of dredging and have estimated there to be approximately 1,242 cu yds of material to
be removed.
It is proposed that the basin be bulkheaded. The shoreline of the basin suffers from collapse mass wasting as well and slow
erosion. This erosion adds sediment and increased turbidity to the natural system while eating away at the existing uplands
and associated buffers. No bulkheading or backfill is proposed in wetlands.
The owner currently ties up two boats in the basin. There are no additional slips proposed at this time and the owner does
intend to permit lifts at each of the tie -up locations shown on the plan. Also proposed is a 12 ft wide concrete boat ramp as
depicted in plan view and in cross - section.
Lastly, a metal structure to house an RV, boat and other items is proposed as depicted. This includes a lean -to shed style
roof on the waterward side. In order to maintain enough buildable area landward of the 30 ft buffer, approximately 8,754
sq.ft. of eroded shoreline is proposed to be filled and permanently established with bulkhead.
See narrative for expanded description.
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? 42,557 sq.ft. total max.- see talc. sheet
®Sq.Ft or ❑Acres
5 -?"E
- TC

Form DCM MP -1 (Page 4 of 5)
APPLICATION for
Major Development Permit
<Form continues on back>
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 Jerry Phelps Phone No.
Address 607 Old Cherry Road, Creswell, NC 27928
Name Barbara McElfish Phone No.
Address 4513 Edward Road, Woodbridge, VA 22192
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.
CAMA Major 73 -92 (12/31/95) CAMA GP 40579 (5/24/2005), 54783 (11/23/2011), 54781
(11/23/2009
SESCP DLR ESCP Permit (9/12/2005)
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. I I 3 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.
g. Will the proposed project encroach on any public easement, public accessway or other area
that the public has established use of?
®Yes ❑No ❑NA
h. Describe location and type of existing and proposed discharges to waters of the state.
Minor surface runoff proposed
L Will wastewater or stormwater be discharged into a wetland?
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ®No ❑NA
[]Yes ❑No ❑NA
j. Is there any mitigation proposed?
If yes, attach a mitigation proposal.
❑Yes []No ®NA
<Form continues on back>
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 Jerry Phelps Phone No.
Address 607 Old Cherry Road, Creswell, NC 27928
Name Barbara McElfish Phone No.
Address 4513 Edward Road, Woodbridge, VA 22192
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.
CAMA Major 73 -92 (12/31/95) CAMA GP 40579 (5/24/2005), 54783 (11/23/2011), 54781
(11/23/2009
SESCP DLR ESCP Permit (9/12/2005)
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. I I 3 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.

Form DCM MP -1 (Page 5 of 5)
APPLICATION for
Major Development 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 certify that the information provided in this application is truthful to the best of my knowledge.
Date $`3! ' kZ Print Name Sflan D. QwbIno
Signature
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
..° t ✓ °.- 4(A = }• is K"', . », 4 �:F :;, _ "
.� ;} 'S .. i?':� 6S ibr V � " �rJ`,. _ u § -.. .., :5 s "5 �..ec,: n :-:5 d;�:.'le_•�_

Form DCM MP -2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet.
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.
Total = 1,277 cu yds (see cal. sheet)
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
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
sandy clay
High - ground excavation in cubic yards.
652 cu yds (see calc. sheet)
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
on -site, bulkhead backfill
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
OWL ®None
(ii) Describe the purpose of disposal in these areas:
to be stockpiled landward of the 30' buffer prior to use as
bulkhead backfill
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
existing undeveloped upland areas outside 30' buffer
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL )
stabilization
Length
206'
310'
exc.25'
fill 80'
Width
50'
50'
exc.20'
fill 12'
Avg. Existing
Depth
-3'
-2.5'
-2'
NA
NA
Final Project
Depth
-4
-4-
4
NA
NA
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.
Total = 1,277 cu yds (see cal. sheet)
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
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
sandy clay
High - ground excavation in cubic yards.
652 cu yds (see calc. sheet)
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
on -site, bulkhead backfill
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
OWL ®None
(ii) Describe the purpose of disposal in these areas:
to be stockpiled landward of the 30' buffer prior to use as
bulkhead backfill
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
existing undeveloped upland areas outside 30' buffer
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?

Form DCM MP -2 (Excavation and Fill, Page 2 ai 3)
3. SHORELINE STABILIZATION This section not applicable
(If development is a wood groin, use MP -4 - Structures)
a. i yNe ui snuiemie siaumzauon:
®Bulkhead ❑ Riprap ❑Breakwater /Sill []Other:
c. Average distance waterward of NHW or NWL: 1 ft waterward total
avg.
e. Type of stabilization material:
vinyl sheeting with wood piles and girders
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 13.327 sa.ft. Riprap
Breakwater /Sill Other
i. Source of fill material.
dry sand and clay (from on -site excavation) and approved off -site
sand pit; see cats sheet II.A +C
b. Length: 3,520 ft
Width: 1 ft
d. Maximum distance waterward of NHW or NWL: around existing
basin, up to 42' from edge near eroded area where metal building
will be constructed
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.
varies around basin (1 -15'), dominantly from hurricane Irene;
visually observed
h. Type of fill material.
clean, dry sand and clay
4. OTHER FILL ACTIVITIES ID This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands /marsh MWI-
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area ❑CW ❑SAV ❑SB
(iv) Purpose of fill ❑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)?
silt fencing associated with temporary spoil; bulkhead and filter back hoe, excavator, barge w/ containment hopper
fabric installed prior to backfill work
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No ❑NA site? ❑Yes GINo ❑NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

form DC M MMP-2 (Exca-vatiori and FAIL, Page 3 of 3)
Date
'P�xe-kps
Project Name
Applicant Nam
OCR. -ems-- G�,�,�
Applicant Signature
v-, "J,

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. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
1
c. Density (give the number of residential units and the units per
acre).
N/A
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ®NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and /or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0.1%
Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
.01%
j. Describe proposed method of sewage disposal.
none proposed. The two existing houses have on -site
septic systems
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
surface runoff
b. Number of lots or parcels.
7
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
42,557 sq.ft (see calc. page)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
metal roof building, concrete boat ramp
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
County water to extend to new building
n. (i) Will water be impounded? []Yes ®No ❑NA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded? p. If proposed development is a subdivision, will additional utilities be
subdivision of the subject property from the parent tract installed for this upland development?
occurred in 2008 ❑Yes ❑No [DNA
Date
�ne.l�s ��oner�� -►
Project Name
Applic t�1; :zo
Applicant Signature
'r'�., n�_ ,Y�r.�u ,. 'd ��'ni?a - �k:•4T M.���a �i ?' ,,. �:F'!'i lJ.'t €b;. •.< >!` s4Fic�2 =�... �,nx. ;:S« �¢E�t` __ .a •

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
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 FACILITYAWARINA CHARACTERISTICS
a. (i) Is the docking facility /marina:
❑Commercial ❑Public /Govemment ®Private /Community
c. (i) Dock(s) and /or pier(s)
(ii) Number 0
(iii) Length
(iv) Width
(v) Floating []Yes ❑No
e. (i) Are Platforms included? ❑Yes RNo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
2- improvement of the 2 existing tie -ups
(ii) Number of slips existing
2
i. Check the proposed type of siting:
R 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: 25' (20' to 30')
m. (i) Will the facility have tie pilings?
[]Yes RNo
(ii) If yes number of tie pilings?
El This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes RNo
d. (i) Are Finger Piers included? []Yes RNo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
f. (1) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 2
(iii) Length 15'
(iv) Width 15'
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
R Dockage ( "wet slips ") only, number of slips: 2 w/ lifts
❑ Dry storage; number of boats:
R 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).
open runabouts
I. (i) Will the facility be open to the general public?
❑Yes RNo

Y(Irgll 0CM1 W P -4 d Stt:. Cft'Ves, Page .iI M
2. DOCKING FACILITY/MARINA OPERATIONS [D This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: Location:
❑ Showers
❑ 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 fromboats 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

--i "*K'V d SZ v1 1.- Page gg
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. is ine mannaiaocKing tacmty proposed within or adjacent to 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
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
& BOATHOUSE (including covered lifts) ® This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ❑Public /Government ❑Private /Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripfine dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g.,.wood, sheetpile, etc.)
®This section not applicable
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. is ine siruciure(s):
❑Commercial ❑Public /Government ®Private /Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, ff present.
e. Arc of the swing
7. GENERAL
b^ Number
d. Description of buoy (color, inscription, size, anchor, etc.)
,.J ,

a. Proximity of structure(s) to adjacent riparian property lines
1,243' to east, 1,320' to west
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
80'- 150' (basin)
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
a. Give complete description:
Date
Project Name
Akwrn kIvA l
Ap leant Name
Applicant Signature
b. Proximity of structure(s) to adjacent docking facilities.
1,011' to east dock, 1,475' to west dock
d. Water depth at waterward end of structure at NLW or NWL
- 3.5'tVp.
® This section not applicable

N/F
5TATE OF NORTH CAROLINA
NOR 774 CAROLINA4 5TA7E UN/YE /TY
PG "O° 5L 295
-i
IC "C'. SL 285
N/F
5TATf OF NORTH CAROLINA
NORTH CAROLINA 5TATf UNIVER517Y
PG "C ' I 5L 295
NIF
J` HARRY T. PIELP5
N/F
GENE LINDA HA55ELL
1
BARBARA A /*ELFISH •�
A SEC
. DESIGN BY LSI MARINE CONTRACTORS
*STRUCTURAL DESIGN .BY OTHERS
n .
I........:.. ..:.......
EX., 5UB5T. roi _
PROPOSED .
DREDGE AREA
50.0'
SEC
75' A _--- -- PROPOSED
AEC
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EX1677M6 30' GAMk ------- - - - - -- _ / X
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- - - - - -- x
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-- -- - -- x AREA EASEMENT "
EXIST/N6 __ x x -
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NEW. HIGH GROUND CANAL
- -- PROPOSED" x i ENTRANCE EXCAVATION" TO .
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- - --- - 520 - SQ.FT: .
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PROJECT AREA: 1,821,937 SQ.FT. (41.83 AC)
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MAINTENANCE DREDGE AT BOAT RAY?
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� x
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PROPOSED BULKHEAD 3,520 LF
x N
N/F
5TATE OF NORTH CAROLINA
NOR 774 CAROLINA4 5TA7E UN/YE /TY
PG "O° 5L 295
-i
IC "C'. SL 285
N/F
5TATf OF NORTH CAROLINA
NORTH CAROLINA 5TATf UNIVER517Y
PG "C ' I 5L 295
NIF
J` HARRY T. PIELP5
N/F
GENE LINDA HA55ELL
1
BARBARA A /*ELFISH •�
A SEC
. DESIGN BY LSI MARINE CONTRACTORS
*STRUCTURAL DESIGN .BY OTHERS
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PROPOSED .
DREDGE AREA
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75' A _--- -- PROPOSED
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— BULKHEAD
EX1677M6 30' GAMk ------- - - - - -- _ / X
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- -- PROPOSED" x i ENTRANCE EXCAVATION" TO .
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TOTAL LENGTH OF SHORELINE: $ >144 ' LF .
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TOTAL -LENGTH OF 'EXISTING BULKHEAD: 732. LF .
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6._ PROPOSED WORK:
A. 3,520 LF OF BULKHEAD ALONG WATERLINE.
B., 12' WIDE x 80' LONG. CONCRETE BOAT_ RAMP
C. CONSTRUCTION OF 'A 42'x80' METAL BUILDING WITH A
20'x40' OPEN AIR LEAN -TO..
D. (2) "DESIGNATED BOAT SLIPS WITH 15'x15' BOAT LIFTS
E. NEW DREDGE
c.: CHANNEL 206'x50'
b. CANAL 310'x50'
c.. CANAL ENTRANCE WIDENING:, 520 SQ.FT_
F. _ MAINTENANCE. DREDGE IN BASIN AT RAMP: 468 SQ.FT.
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TOTAL LENGTH OF SHORELINE: $ >144 ' LF .
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TOTAL -LENGTH OF 'EXISTING BULKHEAD: 732. LF .
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6._ PROPOSED WORK:
A. 3,520 LF OF BULKHEAD ALONG WATERLINE.
B., 12' WIDE x 80' LONG. CONCRETE BOAT_ RAMP
C. CONSTRUCTION OF 'A 42'x80' METAL BUILDING WITH A
20'x40' OPEN AIR LEAN -TO..
D. (2) "DESIGNATED BOAT SLIPS WITH 15'x15' BOAT LIFTS
E. NEW DREDGE
c.: CHANNEL 206'x50'
b. CANAL 310'x50'
c.. CANAL ENTRANCE WIDENING:, 520 SQ.FT_
F. _ MAINTENANCE. DREDGE IN BASIN AT RAMP: 468 SQ.FT.
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6._ PROPOSED WORK:
A. 3,520 LF OF BULKHEAD ALONG WATERLINE.
B., 12' WIDE x 80' LONG. CONCRETE BOAT_ RAMP
C. CONSTRUCTION OF 'A 42'x80' METAL BUILDING WITH A
20'x40' OPEN AIR LEAN -TO..
D. (2) "DESIGNATED BOAT SLIPS WITH 15'x15' BOAT LIFTS
E. NEW DREDGE
c.: CHANNEL 206'x50'
b. CANAL 310'x50'
c.. CANAL ENTRANCE WIDENING:, 520 SQ.FT_
F. _ MAINTENANCE. DREDGE IN BASIN AT RAMP: 468 SQ.FT.
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OWNER /APPLICANT: HARRY T. PHELPS
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PROJECT AREA: 1,821,937 SQ.FT. (41.83 AC)
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TOTAL LENGTH OF SHORELINE: $ >144 ' LF .
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TOTAL -LENGTH OF 'EXISTING BULKHEAD: 732. LF .
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TOTAL AREA OF DISTURBANCE:' 42,557 SQ.FT
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6._ PROPOSED WORK:
A. 3,520 LF OF BULKHEAD ALONG WATERLINE.
B., 12' WIDE x 80' LONG. CONCRETE BOAT_ RAMP
C. CONSTRUCTION OF 'A 42'x80' METAL BUILDING WITH A
20'x40' OPEN AIR LEAN -TO..
D. (2) "DESIGNATED BOAT SLIPS WITH 15'x15' BOAT LIFTS
E. NEW DREDGE
c.: CHANNEL 206'x50'
b. CANAL 310'x50'
c.. CANAL ENTRANCE WIDENING:, 520 SQ.FT_
F. _ MAINTENANCE. DREDGE IN BASIN AT RAMP: 468 SQ.FT.
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COMMISSION NO.
P12040
DESIGNED BY
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DRAWN BY
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COMMISSION NO.
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DESIGNED BY
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DRAWN BY
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*STRUCTURAL DESIGN BY.OTHERS
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COMMISSION NO.
P12040
DESIGNED BY
BDR
DRAWN BY
JMH
CHECKED BY
BDR
ISSUE DATE
06 07 12