SW7060418_HISTORICAL FILE_20191211

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWO&/l�L
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
December 11, 2019
Pamlico Consort, LLC
Attention: Mr. John Sheppard, Manager
706 Howard Street
Greensboro, NC 27403
Subject: Stormwater Permit No. SW7060418 Renewal
Pointe Marina Condominiums
High Density Stormwater Project
Pamlico County
Dear Mr. Sheppard:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7060418 for a stormwater treatment system consisting of two
bioretention areas to serve a proposed Pointe Marina Condominiums project located
256 Old Lupton Road, Merritt, NC expires on June 1, 2020. This is a reminder that
permit renewal applications are due 180 days prior to expiration. We do not have a
record of receiving a renewal application.
To keep this permit active please submit a completed permit renewal application along
with a $505.00 fee for permit renewal. If this project was not constructed and you do not
wish to maintain the permit, please advise. Permit application forms for renewal can be
found on our website at:
https://deq.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-
rules/ stQrmwater_program112ost-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit if the project is constructed.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at [e-mail].
Sincerely,
Roger K. Thorpe
Environmental Engineer
D ��� North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
rr�nii cuaa.iNa i
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.r LIMITED LIABILITY COMPANY ANNUAL
10/2D17r
NAME OF LIMITED LIABILITY COMPANY:
t,amiico (ionSorl, LLU
SECRETARY OF STATE ID NUMBER: 0757054 STATE OF FORMATION: NC
SOSID: 0757054
Date Filed: 10/10/2019 11:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
CA2019 283 34055
REPORT FOR THE CALENDAR YEAR: 2019 ❑�a■
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: DORIS R BRAY
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
235 N Elm St Ste 1500
235 N Elm St Ste 1500
Greensboro, NC 27401 Guilford Greensboro, NC 27401 Guilford
SECTION 8: PRINCIPAL OFFICE INFORMATION
I. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Ma
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] x11
4. PRINCIPAL OFFICE STREET ADDRESS
1946 W. Green Drive
naaement
3. PRINCIPAL OFFICE EMAII Privacy Redaction
6. PRINCIPAL OFFICE MAILING ADDRESS
1946 W. Green Drive
High Point, NC 27260 Guilford High Point, NC 27260 Guilford
6. Select one of the following If applicable. (Optional see Instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Jorge A Lagueruela
TITLE: Manager
ADDRESS:
7252 Belmont Dr
Trinity, NC 27370 Randolph
E`Y4i���T,7�T
NAME:
TITLE:
ADDRESS:
NAME:. David L Olson
TITLE: Managing Member _
ADDRESS:
3939 Tarrant Trace Circle
High Point, NC 27265 Guilford
:PORT. Section D must be completed in its entirety by a personlbusiness entity.
DATE
Form must be figned by a Company Official lifted under Section C. of This form.
L _ L7 W � ice_ _ _ iyl em &'�
Print or Type Name of Company Official �— Print or Type Title of Company Official
SUSMIT TH1S ANNUAL REPORT WITH —THE -REQUIRED FILING FEE OF $200-
(MAIL T0: Secretary of Steta, Business Registration Division, Post Office Box 29525, Raielgh, NC 27626-0525

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: NAME: John A Sheppard NAME: Paul G. Wan
TITLE: TITLE: Manager TITLE: Member
ADDRESS: ADDRESS: ADDRESS:
706 Howard St 2515 Burch Point
Greensboro, NC 27403 Guilford High Point, NC 27265 Guilford
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS•. ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
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NAME:
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TITLE:
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ADDRESS:
ADDRESS:
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NAME:
TITLE:
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TITLE:
ADDRESS:

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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
December 29, 2006
MEMORANDUM:
TO: Bill Moore
Kyle Barnes
Division of Water Quality
FROM: Doug Huggett -
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & PILL Permit Application Review
Applicant: Pamlico Consort LLC
JAN 0 3 2007
DWQ-WARO
Project Location: Pamlico, at the terminus of SR 1326 (Old Lupton Rd), adjacent to Broad, -
Browns, and Coffee Creeks near Whortonsville. Presently known as Pointe
Marina.
Proposed Project: Proposes to construct 12 condominium units including associated
infrastructure, replace the existing dock house, bulkhead and backfill an
existing manmade boat basin on the property.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
January 18, 2007. I f you have any questions regarding the proposed project, please contact Stephen Lane
at [phone]. When appropriate, in-depth comments with supporting data arc requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

f� AVOLIS ENGINEERING P.A.
-77� P,O. Box 15564 • New Bern, North Carolina 28561 • [phone]
May 30, 2006
Ms. Amy L Franklin
Environmental Engineer
Washington Regional Office
NCDENR - Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Review SW7060418
Pointe Marina Condominiums, Pamlico County, North Carolina
AE Project No. 06015
Dear Amy:
Pursuant to May 22, 2006 letter requesting additional iniorniation, attached please find the
following:
Modified Project Plans Sheet C3 and C5 (Three Copies)
2. Modified Infiltration Basin Supplement Form for Basins No. I and 2
(Sheet 1 of 3) .
Comments offered during your initial review have been incorporated into the project plans.
It is requested that you continue with your review of the Stormwater Permit for this project.
Should you have any questions relating to this matter, please do not hesitate to call.
Sincerely,
Kevin Avolis, P.E..
Vice -President

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 22, 2006
Mr. John Sheppard
Pamlico Consort, LLC
PO Box 181
Oriental, NC 28571
Subject:
Dear Mr. Sheppard:
Alan W. Klimek, P.E. Director
Division of Water Quality
Stormwater Review SW7060418
Pointe Marina Condominiums
Pamlico County
This office received a Coastal Stormwater permit application and plans for the subject project on
April 27, 2006. A preliminary review of your project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
➢ Please note that the Stormwater narrative and the calculations refer to the infiltration rate as 2
inlhr but the supplement shows 6.0 in/hr. Please correct the supplement.
➢ Please include a level spreader in the infiltration basins.
D Please provide pretreatment.
➢ Please show drainage basins.
➢ Please put elevations on overflow structures.
The above requested information must be received in this office prior to June 22, 2006 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required information,
please mail or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to
any development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and ?forth
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
cc: V Washington Regional Office
Kevin Avolis, PE
av?� rx--an
14LL—,
Amy L. Franklin
Environmental Engineer
Washington Regional Office
oor
NthCan
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North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal CpportunitylAffirmative Action Employer— 50% Recyded/10% Post Consumer Paper

M
EGERIVED
PROPOSED POINTE 1VIARINA CONDOMINIUMS APR 2 7 2006
OLD LUPTON ROAD, NCSR 1326,
PANILICO COUNTY, NORTH CAROLINA QWQ-WARC
Project Description
This project consists of the development of a twelve unit condominium complex on 2.86 acres of
land located at the end of Old Lupton Road, NCSR 1326 in Pamlico County, North Carolina.
The property is the location of the currently operating Pointe Marina.
The subject property is currently developed with a single-family residential dwelling, asphalt
parking areas, and a marina office/dockhouse. The existing marina consists of wooden dock
structures. The existing docking system is not proposed to be altered under this project.
Previous CAMA Major Permit Applications have been submitted and approved associated with
bulkhead replacement and marina renovations. (LAMA Permits Attached) The project permit
packages are associated with upland development that will occur on the property to construct the
condominium units.
It is proposed that twelve residential condominium units be constructed on the 2.86 acre parcel.
Paved access drives and parking areas will be extended into the project off of Old Lupton Road.
The existing marina dockhouse will be demolished and a new dockhouse will be constructed on
an existing concrete slab as shown on the project plans. As small manmade basin located on
land to be owned by Pamlico Consort, LLC and Mr. Joseph C. Avolis and Mr. John Kevin
Avolis will be filled to accommodate the proposed development.
The proposed condominium development will be served by public water service provided by
Pamlico County. Individual septic tank systems will be constructed to serve the proposed
development. The sewage disposal areas arc located remotely from the subject property near the:
corner of Old Lupton Road and Whortsonsville Road, approximately 1,800 feet northeast of the
subject property. Sewage effluent will be pumped from the subject property to these off' -site
disposal areas. Permits have been issued for these remote disposal facilities by the Pamlico
County Health Department.
The following permits are being secured associated with the upland development portion ol'the
proposed project:
I. CAMA Major Permit
Coastal Stormwater Permit
Erosion and Sedimentation Control Permit
4. Public Water Permit
On -Site Wastewater Permit

6. NCDOT Driveway Permit
NCDOT Encroachment Agreement
S. Preconstruction Notification (PCN)
9. 401 Water Quality Certification
10. Neuse Riparian Buffer Variance
All permitting efforts associated with the renovations of the existing marina facilities are being
completed independently of the permit packages for the upland development.
Find below a general description of the proposed development as it relates to each of these
permits.
A. CANIA Major Permit
A CAMA Major permit is beino sought in order to properly execute this project. CAMA
Areas of Environmental Concern (AEC) exist on the property. The limits of the 75 foot
AEC are delineated on the project plans. Limited development is proposed to occur
within these CAMA AEC areas as a part ofthe proposed upland development. The
proposed disturbance within the CAMA AEC area as part of'the upland development
includes the installation of limited impermeable surfaces within the CAMA AEC area
and the light fillinu and grading in the AEC areas to establish finish grades.
Additionally, a small man made basin will be filled as delineated on the project plans.
The basin areas to be filled covers a total of 4,096 SF. A total of�45 linear feet of
bulkheading will be installed to retain the fill in the mouth of the manmade basin to be
filled.
The total 75 foot CAMA AEC area on the subject property is 62,623 SF, 1.44 acres. It is
proposed that a total of 4,832 square feet of impermeable surfaces be created within the
75 Boot CAMA AEC. A total of-7.71% of the 75 foot CAMA AEC will be covered with
impermeable surfaces upon the completion of the proposed upland development. The
total area to be disturbed by the proposed development in the CAMA AEC is
approximately 23,500 square feet.
A 90 linear feet section ofvinyl bulkheading is proposed to be placed in the section of'
shoreline in the area the existing dockhouse to be demolished.
A six foot wide walkway is proposed to be constructed along the existing slip on Coffee
Creek.
Otherwise, no other land disturbing activities or construction are proposed to occur
within the CAMA AEC.

B. Coastal Stormwater Permit
The subject property is located adjacent to Broad Creek, Browns Creek and Coffee
Creek. Each of these creeks has a surface water classification of SA, HQW, NSW.
Stormwater runoff frorn the project will discharge to these surface waters. Since the
receiving surface waters are classified SA, an infiltration type system is required to
comply with the Coastal Stormwater Regulations.
The subject property covers a total area of2.86 acres of land. It is proposed that a total
of 0.89 acres of impermeable surfaces be created associated with upland development for
the project. The overall built -upon density of the project is 31.0% necessitating a High
Density Stormwater permit. Since the receiving waters for this project are classified SA,
an infiltration type system is required.
All stormwater runoff from the 1'/z-inch storm will be routed to one of two infiltration
basins designed for the project. Excess runoff from upland development will bypass
above the 11/2-inch design volume will bypass the infiltration systems and will discharge
to a vegetated Swale along Old Lupton Road and ultimately to the marsh areas adjacent to
Broad Creek.
A total of (2) drainage basins are located on the subject property. One infiltration basin
is proposed for each of these drainage basins. A discussion of the development in each
drainage basin follows:
Drainage Basin No. I covers a total area of 77,578 square feet. It is proposed that a total
of�27,843 square feet of impermeable surfaces be created within this drainage basin. The
final built -upon percentage for this drainage basin is 35.9%. Considering the
impermeable and permeable surfaces within this drainage basin, the 1'/2-inch desi�(In
storm volume was calculated to be 4,376 cubic feet.
All runoff from Drainaue Basin No. 1 discharges from the impermeable surfaces towards
the entrance road. The entrance road will be constructed with an inverted crown and all
runoff will discharge to Infiltration Basin No. 1 via one drop inlet. A weir structure is
being provided in this drop inlet to divert all excess storm volume above the I'/ -inch
storm volume to the vegetated swale located along the western side of Old Lupton Road.
Bypass stormwater runoffwill flow through a total of approximately 90 linear feet of
vegetated swale prior to entering a depressed basin area adjacent to the adjacent wetland
area. Runoff at this location will accumulate and will cap the back slope of the depressed
area creating non -erosive flow prior to entering the 50 foot Neuse Riparian Buffer area.
At this point the discharge will flow across the vegetated 50 foot Neuse Riparian Buffer
prior to entering the marsh area adjacent to Broad Creek.
Infiltration Basin No. i is proposed to be constructed to contain a maximum design depth
of 1.2 feet. The bottom of the infiltration basin will occur at elevation 3.8 or
approximately''/z feet above the existing grade in this area. The total calculated capacity
of Infiltration Basin No. I is 4,7 11 cubic feet, which is greater than the 4,376 cubic foot
design storm volume.

Drainage Basin No. 2 is located on the eastern side of Old Lupton Road. This drainage
basin covers a total area of 47,216 square feet. It is proposed that a total of 10,979 square
feet of impermeable surfaces be created within this drainage basin. Tile built -upon
percentage for this drainage basin is 23.3%. Considering the impermeable and permeable
surfaces within this drainage basin, a I %-inch design storm volume was calculated to be
2,141 cubic feet. The runoff from the newly created impermeable surfaces within this
drainage basin will be diverted to Infiltration Basin No. 2. All runoff will occur to a drop
inlet which will be constructed with an overflow weir to divert excess volume above the
1 1/2-inch design storm volume to the vegetated swales along Old Lupton Road. The
bypass stormwater at this location will accumulate with the bypass stormwater from
Infiltration Basin No. I and will ultimately discharge in the same fashion as that
occurring from Infiltration Basin No. 1.
Infiltration Basin No. 2 will be constructed to a maximum depth of 1.0 feet. The
calculated volume of Infiltration Basin No. 2 is 2,211 cubic feet. The capacity of this
basin exceeds the I %-inch design storm volume of 2,141 cubic feet.
A soils investigation was completed on the subject property as a part of the initial design
efforts. A series ofhand augers were advanced on the subject property in the vicinity of
the proposed infiltration basins. The soil profile encountered at each auger location can
be described as follows:
DEPTH
DESCRIPTION
0"
- 4"
Topsoil
4"
- 8"
Medium Brown Sandy Loam
8"
- 18"
Li lit Brown Medium Sand
18"
- 28"
Orange Sandy Clay with Tan Mottles
28"
- 34"
Grey Silty Sand
3411- 36"
Medium Brown Silty Fine Sand
The augers advanced in the area of Infiltration Basin No. 1 revealed soil wetness
indicators at depths of approximately 18 inches below the surface. Groundwater was
present at a depth of 28 inches at this location. Considering the elevations in this area of
the site, soil wetness conditions were found to occur at an elevation of 1.7 feet.
Groundwater was found to occur at an elevation of'0.87 feet. The bottom of Infiltration
Basin No. 1 is proposed to occur at an elevation of 3.8 feet. A minimum of two feet of'
vertical separation between the bottom of the basin and the seasonal high water table is
proposed.

Hand augers advanced in the area of Infiltration Basin No. 2 revealed soil wetness
indicators at a depth of approximately 28 inches below the surface with groundwater
occurring at a depth of approximately 35 inches below the surface. Considering the
elevations in this area of the site, wetness conditions were found to occur at an elevation
of 1.47 feet and groundwater was found to occur at an elevation of 0.88 feet. The bottom
of Infiltration Basin No. 2 will occur at an elevation of 4.0 feet, or approximately 2.5 feet
above the seasonal high water table in this area.
�Q,,,,VConsidering the sandy characteristics of the soils present on the subject property, a
design permeability rate of 2.0 inches per hour was selected as the design permeability
C� rate for the project. Considering this rate, infiltration of the I %z-inch design storm will
occur within a time period of approximately 6 to 8 hours of a storm event.
C. Erosion and Sedimentation Control Permit
An Erosion and Sedimentation Control permit will be needed to properly execute the
project since in excess of one acre of land will be disturbed. It is proposed that all upland
areas of the subject property other than areas within the Zone 1 50 foot Neuse Riparian
Buffer area and portions of the Zone 2 area be disturbed to execute the project.
Additionally, it is proposed that the small inland basin present on the northwestern side
of the subject property be felled. These are the only activities that will occur below the
normal water level on the subject property.
In addition to the onsite activities, land disturbing activities will occur along the right-of-
way area ofOld Lupton Road and within the proposed remote sewage disposal area
located 1,800 feet northeast of the subject property along Florence Road. The areas of
disturbance are presented on the project plans. The total proposed disturbed area for this
project is 5.56 acres. A permit fee in the amount ofS300 is included with the permit
application.
Erosion and Sedimentation Control devices will be utilized on the subject property to
protect the abutting surface waters and surrounding properties. Permanent vegetation
will be established on the site in order to stabilize the finish surf -aces.
D. Pubic Water Supply Permit
A Public Water Supply permit will be sought to properly execute the project. An existing
6-inch water main is located adjacent to the property along Old Lupton Road.
Connections will be made to this water main. It is proposed that 6-inch water mains be
extended into the project area in order to provide individual water services for each of the
twelve condominium units and to replace the existing public water service to the marina
faciiity.
The existing water distribution system in this area is owned by Pamlico County. Projcct
plans and specifications for the water distribution system will be submitted to the State of
North Carolina through Pamlico County for approval.

E. On -Site Wastewater Permit
Sewage disposal for the project will occur to rewrote sewage disposal areas located
approximately 1,800 feet northeast of the subject property along Florence Road. The
Pamlico County Health Department has issued onsite septic permits for four b-bedroom
septic systems. A copy of the applicable permits are attached. It is proposed that a septic
tank and pump basin be constructed adjacent to each cluster of three residential units. All
sewage will flow to the septic tanks. Effluent will discharge from the septic tanks to
individual pump tanks, where the effluent will be pumped to the remote drain field areas.
F. NCDOT Driveway Permit
An NCDOT Driveway permit will be secured for the project to make drive connections
to Old Lupton Road.
C. NCDOT Encroachment Agreement
An NCDOT Encroachment Agreement will be secured for the project in order to install
the utility improvements presented on the project plans along Old Lupton Road.
H. Preconstruction Notification (PCN)
A PCN application form will be submitted to the U.S. Army Corps of* Engineers to secure
approval to till the small manmade basin depicted on the project plans. The same
application will be submitted to the North Carolina Division of Water Quality in order to
secure a 401 Water Quality Certification to fill the inland basin. Additionally, a Neuse
Riparian Buffer Variance will be sought with this sarne permit to construct a new marina
club house on the existing; concrete slab located partially in lone l and lone 2 of the
Neuse Buffer.

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Z� AVOLIS ENGINEERING, P.A.
-77� P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
E(;ru cu
March 6, 200b
Mr. Scott A. Vinson
Environmental Engineer 11
NCDENR - Water Quality Section
943 Washington Square Mall
Washington, NC 27889
RE: Pointe Marina Condominiums
NCSR 1327, Old Lupton Road, Pamlico County, North Carolina
AE Project No. 06015
Dear Scott:
APR 2 7 2006
DWQ-WARO
Enclosed please find the 1611owing for the above -referenced project for your review and
approval:
Stormwater Permit and Narrative (Original and One Copy)
* Project Plans (2 Copies)
0 Stormwater Calculations (2 Copies)
• $420.00 Permit Fee
Should you have any questions relating to thi
assistance, please do not hesitate to call. A�yk )
Sincerely,
;>
Af
evin Avolis, P.E.
ice -President
Ct r[ ram?
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develbpment that does not involve 5250
100%($250)
0%(S0)
the filling or excavation of any
wetlands or open water areas:
-4
It. Public or commercial development
that does not involve the filling or $400
10,0% (S400)
0%($0)
excavation of any wetlands or open
water areas:
M! SEMEMMS
I. For development that involves the
Ill.
filling and/or excavation of up to I
acre of.wet!ands and/or open water
areas, determine if A, B. C. or D
below appties:
III(A). Fair Private, noncommercial
al
developinent, It General water Quality S250
100%(S250)
0%($0)
Certification No.3301 (see attached)
can be applied:
IlI(B): For public or commercial
development, if General water Quality5400
100%(S400)
0%(SO)
Certification No.3301 (see attached)
can be applied:
Ilf(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
detamnined that additional review and MID
60%($240)
40%(SI60)
written DWO concurrence Is needed,
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) 5400
60%(S240)
40%($160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475
60%($285)
40%($190)
than one acre of wetlands and/or
open water areas:

A '
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Pamlico Consort, LLC
2. LOCATION OF PROJECT SITE: The project is located at the terminus of SR1326 (Old -Lupton Road)
and is adjacent to Broad, Brown, and Coffee Creeks hear Whortonsville, Pamlico County. The property. is
presently known as Pointe Marina.
Photo Index - 2006: 80- 82 60 (Indexed -by L-N, 15-16) 2000: 80-950(lndexed by. L-N,15-16)
State Plane Coordinates - X:2708965 YA97513 Rover# M082413B
Latitude:35°05'38" Longitude.76°37'47"
3. INVESTIGATION TYPE:. CAMA azid Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Date.of Site Visits —.July 25, 2006 and August 24, 2006
Was Applicant Present — Yes, No
5. PROCESSING PROCEDURE: Application Received Complete: November 29, 2006
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local -Land Use Plan — Pamlico County
Land Classification From LUP —Rural with services/Conservation .
(B) AEC(s) Involved: ES, EW, PTA'
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — On -site septic systems.
Planned - Additional on -site septic systems.
(F) Type of Structures: Existing 46-slip commercial marina, marina dock house, bulkhead, boat
basin, boat ramp, shed, and a single-family residence
Planned - Bulkhead; 12 condominium units and associated infrastructure,
dock house
(G) Estimated Annual Rate of Erosion: None
Source — Applicant '
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Shallow Water Bottom
4,095 s.f. for
bulkhead
High Crounds..
(D) Total Area Disturbed-. 208,659 s.f.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA; HQW, NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to construct 12 condominium units including associated
infrastructure, replace the existing dock house with a new dock house, and bulkhead and backfill an
existing manmade boat basin on the property.

FIELD INVESTIGATION REPORT:
PAMLICO CONSORT, LLC
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The project site is located at. the terminus of SR1326 at 256 Old Lupton Road in the
community of Whortonsvllle, Pamlico County. The property is located at the confluence of
Broad, Brown, and Coffee Creeks. The project site is a 2.86 acre parcel with an elevation of
approximately 3.5' — 4.0' above NWL. A few scattered .pine and live oak trees populate the site
while the majority of the site is.vegetated'with sod. The tract has 1023 linear feet of shoreline
with several fringe areas containing cord grass, black needlerush, and salt reed grass along the
west and south side.of the.property.
The east side of the prop erty.borders Coffee Creek and has been stabilized with a vinyl
bulkhead. A boat ramp and 10 boat slips have been constructed adjacent -to the bulkhead. On the.
south side of the property, a dock house projects out over the water and leads to a 36-boat slip
dock which projects out into Broad Creek. The existing docks with a combined total of 46 slips
form Pointe Marina. Approximately twenty-two unmarked parking -spaces for the marina patrons
are provided in an asphalt parking lot located between the two sets of docks. The southern
shoreline is protected with a partial wood/partial vinyl bulkhead with -the exception of a 100' -
long section of wetlands located on the west side of the dockhouse. The northwestern portion of
the property is stabilized with a wooden bulkhead and terminates in a 39' wide x 105' long man
made basin that is accessed by a small boat ramp leading into the basin. An unoccupied single-
family dwelling is located on the western portion of the tract approximately 65' landward of the
NWL. Currently 9% of the area within the Estuarine Shoreline AEC and 13% of the entire lot is
covered with driveways and structures.
The neighboring lot to the north of the project site has a single-family dwelling but currently .
does not have a dock. The neighboring lot to the south also has'a. single-family dwelling on it
and does not.have a dock. The majority of the surrounding properties in the community are
developed with single-family dwellings. The Pamlico County Land Use Plan categorizes the
area of the project as Rural with Services, with all AEC's classified as Conservation.
The waters of Broad, Brown, and Coffee Creeks in the vicinity of the project are classified as
SA High Quality Waters and Nutrient Sensitive Waters by the EMC. Brown and Coffee Creeks
are classified by the Division of Marine Fisheries as a primary nursery area, but are closed to
shellfish harvesting by the Shellfish Sanitation Section of the Division of Environmental Health.
The waters in the project area are in the range of —3' to -6' below NLW. The bottom consists
of fine to course sand. No submerged aquatic vegetation was observed during the site visits,
however, it has been observed at other sites on Brown and Coffee Creeks.
Project Proposal
The applicant proposes to remove from the property the existing shed and single-family dwelling
and construct twelve condominium units. The condominiums are to be constructed in four groups of
three units. Each unit is to be 28' wide by 55' long and 47' in height with three floors. The first floor
elevation will be at +6' NGVD and will be used for storage space. The second floor will be at +16'
NGVD and will be the lowest floor with living space. The units will be placed a minimum of 54'
landward of the normal water level. An 18' x 125' paved driveway off the west side of SR1326 is
proposed to provide access to condominium units 1 thru 9. Six irregular shaped parking areas with a

FIELD INVESTIGATION REPORT:
PAMLICO CONSORT, LLC
PAGE #3
total of approximately 6,765 square feet of parking surface are to branch off the driveway to
provide parking areas for units 1 thru 9. A 17' x 80' paved driveway: would extend to the east from
the terminus of SR1326 to provide access to units 10 thru 12. Parking for units 10-12 would.be
located.in three paved parking areas with a total of approximately 960 square feet of parking surface.
Nine additional parking spaces are proposed on the east side of the property adjacent to -the boat
ramp. The nine spaces would be a reinforced turf parking area 18' wide x 80' long. - To provide
.pedestrian access to the docks from the coridorniniums and parking areas, a 6' wide x 525':long
.wooden walkway is proposed to extend to the water and along the bulkhead between the two sets of
docks.
Six septic mounds have been constructed on a 215' x 398' offsite parcel on the south.side of
SR1327 approximately 500' east of its intersection with SR1326. Theassociated septic tanks are to
be installed adjacent to the proposed condominium structures. A 2" PVC force main will be
constructed to.connect the components. The sewer force main will be installed along the -right-of-
ways of SR1326 and SR1327 and will cross under the culvert where Coffee Creek flows under the
road.
A 6" water main from the -Pamlico County Public Water System. extends to within 40.' of the
applicant's property and is located on the east side of SR1326. The applicant proposes to construct a
6" PVC water main extension of the county's line for 25 linear feet under the road by directional
bore. The line would then continue to the west for 257 linear feet towards condominium unit 3. A
second 6" PVC water main would extend from the first line and parallel the west side of SR 1326 for
approximately 162 linear feet towards condominium unit 10.
The applicant requests to demolish the existing dock house that currently extends waterward of
the NWL and replace it with a new dock house. The new dock house would be constructed within
the footprint of an existing concrete slab attached to the current dock house and would allow the
structure to be located landward of its present position. The dock house as proposed would be 27'
wide x 63' long and would have a first floor elevation of +8.0' NGVD.
The project would require the 39' wide x 105' long man made boat basin on the west side of the
property be backfilled and stabilized so that the condominiums may meet the required setbacks of the
Neuse River Basin Riparian Buffer rules. This would involve the installation of 45 linear feet of
wooden bulkhead across the mouth.of the basin that would tie into the existing wooden bulkheads on
the outside of the basin. The existing bulkhead around the inside of the basin and the existing boat
ramp at the head of the basin will be removed. Approximately 4,100 square feet of area within the
basin would then be filled with 750 cubic yards of sand and brought up to the level of the high
ground surrounding basin. The applicant also requests to install 90 linear feet of vinyl bulkhead
landward of the N WL in the area of the proposed dock house to stabilize the shoreline and reduce the
risk of erosion of the dock house foundation.
An engineered stormwater system is required for this project as it exceeds the threshold for low -
density development. The stormwater from the site will flow into two infiltration basins. Infiltration
basin #1 will be centrally located between condominium units 1-9. It will have a total volume of
4,711 cubic feet. Infiltration basin #2 will be located on the north side of condominium units 10-12.
It will have a total volume of 2,211. cubic feet. A portion of the existing pavement on the east side
of the property between the boat ramp and the dock house would be removed for the construction of
infiltration basin #2. The property will be graded to drain into the infiltration basins and associated

FIELD INVESTIGATION REPORT:
PAMLICO CONSORT, LLC
PAGE #4
---------------------------
piping will be installed to convey. stormwater to the existing 3''x 120' vegetated swale along
SR1326 which will discharge to the marsh adjacent to Broad Creek.
Anticipated Impacts
The construction of the project will result in the disturbance of 204,564 square feet of high
ground, of which 4,832 sq. ft. within DCM's 75' Estuarine Shoreline would be made impervious -
surface for the condominiums, road, parking areas, and other infrastructure. This equates to
approximately 8% inipervious'surface within DCM's 75' Estuarine Shoreline AE.C, and a 3 1 %.
impervious surface for'the entire. tract. The filling of the elan made boat basin will result in the
.usurpation and filling of 4,095 sq. ft. of public trust area. and shallow water habitat. All proposed
development is located outside of any Coastal or Section 404 Wetlands... The wooden walkway
will result in 2,328 sq. ft. of additional covered surface within the N.C. Division of Water
Quality's Neuse River Basin Riparian Buffer Zone. Sedimentation and stormwater control
techniques have been planned for which should minimize any impact from the development of
the site. A localized and temporary increase in turbidity can be expected during the in -water
portions of the construction of.the bulkhead.
The existing marina will continue to serve as a. commercial marina, however, twelve of the
slips on the main pier will serve the owners of the coridorniniums.
Stephen Lane - December 28, 2006 — Morehead City District

r F
P1111 1 9 2
APPLICATION
s City DCIV.
1 be completed by r r r:
1: APPLICANT
a. Landowner: ( See Below)
Name Pamlico' Consort, LLC
Address P.O. Box 181
City Oriental - -- State NC
Zip 28571 Day Phone [phone]
Fax
b. Authorized Agent:
Name Avolis fmineeriag, P.A.
Address P.O. Box 15564
City New Bern . State NC
Zip 28561
Day Phone [phone]
Fax [phone]
c. Project name (if any)
Pointe Marina Condominiums
NOTE. Per•ndt will be issued m name of fanrdowner(s), and/or
Project name.
2. LOCATION OF PROPOSED
PROJECT
b. Cit�yy, town, conununity or landmark
Whortonsville, NCSR 1327, Old Lupton Road
c. Street address or secondary road number
256 Old Lupton Road, NCSR 1327
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) Broad Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g..
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
12 condominium units dock house;
driveway system, bulkhead walkway
b.- Is the proposed activity maintenance of an existing
project, new work, or both? Both
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 spare is needed, please attach
additional pages.Build residential development
for private use. Constructuion methods to
include typical residential construction
methods for residences and construction
equipment such as excavators and dump
E-Ecks tor site eve opmen .
i
a. County Pamlico
Co -Applicants: Joseph C. Avolis Emett Lupton, Frederick Lupton & George Lupton
J. Kevin Avolis 5305 Sequoia Court
P.O. Box 15564 Greensboro, NC 27455
Revised 03195 New Bern, NC 28561
252-633-0068

NOV 2 9 2006
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract _2.B-6 Acres-
b. Size of individual lot(s) No Individual Lots
c. Approximate elevation of tract above MHW or
NWL 3.5 to 4.0 Feet
d. Soil e(sI and texture(s) of tract
o Fine Sands,
e. Vegetation on tract 221rse mature hardwoods
and pine mix.
f_ Man-made features now on tract
Marina, residence, dockhouse
g. What is the CAMA Land Use Plan land
classification of the site? (Cana h the local load use plmi.)
K-- - Conservation Transitional
Developed X _ Community
Rural Other
h. How is the tract zoned by local govermnent?
No Zon:i.ng
i. Is the proposed project consistent with the applicable
zoning? Yes No N/A
(Arwd, zam g mmpl-- - rnfi-vw fapplimble)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Regime
Historic District or does it involve a National
Register listed or eligible property:►
Yes X — No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) ` x Othcr
If yes, has a delineation been conducted? Yes
(Aaacb doaau-amtk-. f a"Wabk)
Morehead City DCM
m. Describe existing wastewater treatment facilities.
New off -site (remote) septic fields -
alxeady peiznitted by Pamlico County
Existing on -site marina -'stem to be
demolished.
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.)
Surface runoff
o. Describe existing drinking water supply source.
Pamlico 22urity Water _
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said .property, then .
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by II' white paper. (Refer to
Coastal Resources Commission Rule V.0203 for a
detailed description.)
Coastal wetlands delineated by Stephen Lane.
Wetland line confirmed by US Army Corps of
Engineers - Tracey Wheeler
Please Date that original drawings are pnd6rred and
only high quality copies will be accepted. Elue4ine
prints or other larger plats we acceptable only if an
adequate mtmber of quality copies = 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..
rests and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
A Stormwater Certirication, if one is necessary
® A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return radpis as.proof that su& owners
have received a copy of the application and plats
by certified mail.. Such landown= 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 Jimay Watson
Address 267 Old Lupton Road
Phone Merritt, NC 28556
Name Kenneth W. Tiller
Address 67 Tiller E�,. hsion
Phone Merritt, NC 28556
Name
Address
Phone --
° A list of previous state or rederal permits issued for
work on the project tract. Include permit numbers,
pernhittee, and issuing dates.
See attached CAM Permits
A check for $made payable to the Department of
Environment, health, and Natural Resources
(DEHNR) to cover the costs of processing the
application..
• A sighed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of oomptianae with the N.C.
Environmental Policy Ad (N.C.G.S. 113A ..I
10) If the project involves the expenditure of is
funds or use of public lands, attach a
documenting compliance with the North line
Environmental Policy Act..
NOV 2 9 2006
Morehead City DCi
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained In the permit. .
I certify that to the best of my knowledge; the proposed
activity complies with the State of. North Carolina's
approved Coastal. Management Program and will 'be
conducted m a manner consistent with such program.
I certify that I am ' autborized to grant, and do in fact,
grant permission to reproves 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
Projem
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 20thday ofApril . l 2006
Print Naive Jobn Shepard, Member/Manager
Signa�re
.lrthe ' ga„r
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-6
Marina Development
Pfeme sign and date each am dvwx w the
spape provided at the bottom of each form.
J. Kevin Avolis
Joseph C. Avolis
v..k.A A*1oc-

a
Form DCM-MP-2
EXCANTATION
AND
FILL
(Except bridges
Attach this form.to Joint Application for CAMA Major
Permit, Form DCM-MP-1. . Be sure to complete all
other sections of the Joint -Application that relate to this
proposed project..
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
dabiliz&tion)
Revised 03195
Average FInal
Existlog Project
Length Width Depth Depth
memo
NEON
ONES
ip
LEINE
.Rig 311FED
NOV 2 9 2006
Morehead City DCM
1. EXCAVATION NIA
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
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area
c. Do 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), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABELUATION
a, Type of shoreline stabilization
X Bulkhead Riprap
b. Length 135 LF
c. Averra"e ei [ante waterward of NEW or NWL
�' t kLasu rm varies at basin)
.d. Maximum distance waterward of MHW or NWL
1 Foot IDistance varies at basin)
e. Shoreline erosion during preceding 12 months
Less than one foot -
(sow,, of infor w i.) Visual obse yatlon.
f.. Type of bulkhead or riprap material Sheet Vinyl -
Wood as indicated on plan
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap None
(2) Bulkhead backfill 4,095 SF,-,4750 CY
h. Type of fill material Sand
i. Source of fill material
Permitted borrow pit
4. OTHER FIM ACTIMMS
(Excluding Shereliine St ifizwioa)
a. Will fill material be brought to site?
X Yes No
NOV 2 9 2006
If yes,(1) Amount of material City DCM
water 0
(2) Dimensions of fill area _
Approximately-2 Acres_
(3) Purpose of fill
Elevate site to finish grades.
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes --2L No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
Silt fence at toe and top of slopes.
b. What type of construction equipment will be .used
(for example, dragline, backhoe, or hydraulic
dredge)?
Bac hoe, DuiTp Truck
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes X _ _ No
If yes, explain steps that will be taken to lessen
environmental impacts_
Pointe Marina CDndaminiums
_. ,..LaLee--1L
Manager
!i J- Kevin Avolis
Joseph C_ Avolis
c ett..upton
R.wwi A1/9S

Form DCM-MP-3
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit; Form DCM-MP-1. M sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. 'Type and number' of buildings, facilities, units or
structures proposed 12 condaminiums
dockCmaster/Ship StOTE
b. Number of lots or parcels 1 Lot
(Condoaniniums 1,Cmmn Area .
c. Density (give the number of residential units and the
units per acre)12 Units on 2.86 Acres
(4 Units pm acre)
d. Size of area to be graded, filled -or disturbed
including roads, ditches, etc. 4:94 Acres
including off -site sewer
2.' 72 AC off -site 2 22 AC -site i1 s
e.. If the proposed proJ0 wil�dzsturb more man bn
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division ofvLand
Resources? X -Yes No
If yes, date submitted _ March 6, 2006
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved sarf�ces.
Ctoc rete
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious andlor', built -upon surfaees, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. • 71
Revised 03195
NOV E 92006
Morehead City DCM
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes No
1f yes, date submitted L eh 6, ?006
i. Describe proposed method. of sewage disposal.
Remote seotic system — already pg itted.
Have the facilities described in Item i. above
received state or local approval? - Attacl
(mach appmpriare dbeum nmdon)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, induWW/commercial effluent,
"wash down" and residential discharges).
Surface runoff only in aceordance.with
hffle Coastal Stormwater Permit
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Pamtioo County water System
m. Will water be impounded? Yes X� No
If yes, how many acres?
n. if the project is a oceanfront development, when
was the fatted and repxleq N/A
John r Metttber/Martag+ax
Applicaut or Project Name
Aeolis
,Aeolis
iptan

Whortonsville, NC US
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