20080990 Ver 1_CAMA Application_20080619

A'??WA 08 0 9 9 0
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
June 17, 2008
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
ini
Lg@[qoW[A D
JUN 1 9 2008
DENR - WATER QUAUTy
WETLANDS AND sTORMWATER BRANCH
CAMA/DREDGE & FILL Permit Application Review
Pamlico Consort, LLC c/o J. Kevin Avolis
Pamlico County, 252, 300, & 318 Old Lupton Rd., in Whortonsville, on Brown
Creek.
Proposed Project: Proposes to construct a 10-slip dock at a commercial marina, fill in an upland basin
and stabilize it with a bulkhead, demolish and rebuild a clubhouse, construct a new
boardwalk, and remove a boat ramp on Brown Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
July 8, 2008. If you have any questions regarding the proposed project, please contact Brad Connell at
[phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED 400 Commerce Avenue, Moref XpRty, North Carolina 28557
- one: 2b2-808-2808 2b2-24 - 301 Interne : www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Major Permit Fee Schedule
Circle One

FDevelopment Type
Fee DCM %
(14300160143510009316256253) DWO %
(2430016024351000952341)

1. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas:
$250
100%($250)
0%($0)

U. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas:
$400
100%($400)
0%($0)

III. For development that involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if AA C,
or D below applies:

III(A). Private, non-commercial
development, if General Water
Quality Certific (Se ed) can be applied: $2 100%($250) 0%($0)

i(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied:
l
$400
00%($400)
0%($0)

lll(C). If General Water Qualil

n o. (see
Certiffica-Wo-
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life:
$400
60%($240) 40%($160)

III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied:
$400
60%($240)
40%($160)

IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or 40%($190)
open water areas: $475 60% ($285) Check #
Amount bo, 0z)
Project LL?
Name
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICATNT'S NAME: Pamlico Consort, LLC and J. Kevin Avolis
2. LOCATION OF PROJECT SITE: 252, 300, & 318 Old Lupton Road in Whortonsville, on Brown
Creek, in Pamlico County.
Photo Index - 2006: 80-8260 grids 0-11, P-11, 0-12, P-12; 2000: 80-950 grids 0-11, P-11, 0-12.
State Plane Coordinates - X: 2709240.261 Y: 497622.793 Rover # M032812A
Longitude: 35 05 38.523 Latitude: -76 37 43.302
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/28/08
Was Applicant Present - No
Photos Taken - Yes
5. PROCESSING PROCEDURE: Application Received - 5/6/08
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pamlico County
Land Classification From LUP - Rural with Services/Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic system
Planned - N/A
(F) Type of Structures: Existing - 42-slip marina, clubhouse, net shed, parking area, two boat
ramps, and shoreline stabilization
Planned - 10-slip dock, demolish & rebuild clubhouse, bulkhead,
demolish a boat ramp, and boardwalk
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
(A) High Ground 4,200 sf
1(B) Shallow Bottom II II 4,095 sf II 2,092 sf shaded I
25,245 sf incorp
(D) Total Area Disturbed: 33,540 sf
(E) Primary Nursery Area: Yes
(F) Water Classification: SA; HQW, NSW Open: No

8. PROJECT SUMMARY: The applicant wishes to construct a 10-slip dock at a commercial marina, fill
in an upland basin and stabilize it with bulkhead, demolish and rebuild a clubhouse, construct a new
boardwalk, and remove a boat ramp on Brown Creek and is a applying for a permit to do so.
Field Investigation Report:
Pamlico Consort, LLC and Kevin Avolis
rage _Z
9. Narrative Description:
The DCM denied the original proposal in 2007 and this current submittal has been revised in
order to attempt to address the previous concerns. This current proposal was determined by the
DCM to be exempt from the requirements of the NC Environmental Policy Act. The applicant is
currently involved in litigation with the DCM in regard to the denial decision in 2007. A permit
decision on this current application is contingent upon the settlement of that case.
The project area is located at the end of Old Lupton Road in Whortonsville on Brown Creek in
Pamlico County. This project takes place on three parcels with two different owners. The total
combined area of all three parcels is 4.46 acres.
In the northwest section of the project area, there is a single-family residence, a shed, gravel
driveway, and shoreline stabilization. There is also an upland basin that is roughly 110' long and
40' wide along Brown Creek. The upland basin crosses the property boundary of two parcels held
in separate ownership. The basin has depths down to -4.7' nwl. There is a 75-square foot
wooden bridge in the northeast corner and a 25' by 10' boat ramp in the southeast corner of the
basin. Immediately south of the basin, is a 150-square foot net shed.
At the southern portion of the project area, lies Point Marina. This commercial marina has a total
of 42 slips. Thirty-two of those slips are at a docking facility that extends out into Brown Creek;
usurping 28,350 square feet of public trust waters. This dock has a 1,254 square foot building at
the landward end. Approximately half of this building is in Brown Creek and the other half is
landward of the bulkhead. Immediately north of this building, is a 33' by 68' concrete slab.
Just west of this building and concrete slab, is the only area of wetlands on site. This area consists
of Section 404 and coastal wetlands. It is an area of about 4,725 square feet altogether. The
shoreline of this feature is the only area that is natural, and not stabilized with bulkhead.
Along the eastern shoreline of this marina area, lie the remaining ten slips at the mouth of Coffee
Creek. Finger piers stemming from the bulkhead are used to access these slips. Immediately
north of these ten slips, is a 600 square foot boat ramp.
There is 1,039' of shoreline along Brown, Broad, and Coffee Creeks. The elevation of the high
ground of the parcel is +5.5' above normal water level. Vegetation on the tract mainly consists of
upland grasses. Immediate offshore water depths range from -1.0' to -6.5' nwl.
Brown Creek is about 560' across at the location of the current proposal. It is a Primary Nursery
Area and there is no submerged aquatic vegetation present. This area is closed to shellfish harvest
and has a classification of SA, High Quality Waters. There is a defined channel in this area about
95' wide.
10. Proposed Development:
The applicant wishes to construct a new 10-slip dock, fill in the upland basin and stabilize the
shoreline with bulkhead, demolish and rebuild a clubhouse over the existing concrete slab and
Brad Connell June 16, 2008 Morehead City
Field Investigation Report:
Pamlico Consort, LLC and Kevin Avolis
rage _1
stabilize the shoreline with bulkhead, construct a new boardwalk at the existing commercial
marina, and remove the boat ramp at the upland basin on Brown Creek. The proposed work area
is at the end of Old Lupton Road in Whortonsville.
(State Permit #57-07 was issued to the owners of the northeastern parcel on April 27, 2007. This
permit was issued for the construction of shoreline stabilization and a new six-slip docking
facility. Construction of the authorized docking facility has not yet begun. This permit is set to
expire on December 31, 2010.)
This project proposes to fill the 4,095-square foot upland basin. This involves the placement of
1,062 cubic yards of fill to bring the -4' nwl deep basin up to a +3' nwl elevation. The new
shoreline along Brown Creek will then be stabilized with 45' of vinyl bulkhead. The adjacent
wooden bridge and concrete boat ramp will be removed during this fill activity.
The proposed docking facility, 200' south of the basin area, will support ten new slips for Point
Marina on Brown Creek. The new docking facility will be comprised of one pier, seven finger
piers, seventeen associated tie pilings, and one "T" platform. This new dock will be at least 110'
from the nearest adjacent riparian property line and 150' from the nearest docking facility. This
will result in a total of fifty-two slips at this commercial marina.
The main access pier will be 6' wide and extend 99' from the existin- bulkhead water-ward. Two
finger piers, each measuring 5' by 20,' will be perpendicular to the pier about 60' waterward of
the bulkhead and will support two of the ten slips. The main "T" platform will be at the
waterward terminus of the access pier, about 34' from the afore mentioned finger piers. This
platform will be 6' wide and 153' long. It will support five finger piers and define the remaining
eight slips. The two outside finger piers will be 5' wide and 20' long. The three inner finger piers
will be 3' wide and 20' long. Each one of these slips could support various types of vessels in
upwards of 60' in length. Water depths in these proposed slips range from -3.0' to -6.0' nwl.
The existing 1,254-square foot building at the landward end of the existing 32-slip docking
facility will be demolished. The clubhouse will be rebuilt immediately landward over an existing
concrete pad. The new clubhouse will be 60' long, 26' wide, and 12' tall. It will be elevated on
piles about 5' over the concrete pad. A new 90' section of vinyl bulkhead is proposed to stabilize
the shoreline adjacent to the new clubhouse.
A proposed boardwalk will run along the eastern side of the new clubhouse and connect the end of
Old Lupton Road to the existing 32-slip docking facility. This section of boardwalk will be 6'
wide and 167' long. Another proposed section of boardwalk, heading in an easterly direction,
would connect the 32-slip docking facility to the other ten slips at the mouth of Coffee Creek. It
will be immediately landward of the existing bulkhead along the shoreline. This section of
boardwalk will be 6' wide and 370' long.
11. Anticipated Impacts:
The proposed basin fill activity will disturb 4,095 square feet of privately owned shallow bottom
habitat adjacent to Brown Creek. These waters are PNA and High Quality; SA waters. There is
Brad Connell June 16, 2008 Morehead City
Field Investigation Report:
Pamlico Consort, LLC and Kevin Avolis
Page 4
not any SAV in the project area. There are coastal and Section 404 Wetlands on site, but with
proper construction BMP's these areas should not be impacted as a result of the project.
The proposed ten-slip docking facility will expand Point Marina to a total of fifty-two slips. The
new docking facility will extend beyond the 1/a of the width of Brown Creek. This facility will
shade 2,092 square feet of shallow bottom and usurp 25,245 square feet of public trust waters.
The two new sections of vinyl bulkhead will not exceed 1' waterward of nwl and will impact a
total of 135' of shoreline along Brown Creek.
The landward relocation of the clubhouse will not increase the impervious surface area in Zone 1
of the Neuse River riparian buffer as all of this activity will take place within the "existing
footprint." The new 3,304-square foot boardwalk will disturb 4,000 square feet during
construction.
Brad Connell June 16, 2008 Morehead City
R i
(last revised 12/27/06)
.08 0 99 0 North Carolina DIVISION OF COASTAL MANAGEMENT
ON MP-1 i
APPLICATION for m
Major Development Permit
9. Primary Applicant! Landowner Information
Business Name
Pamlico Consort, LLC Project Name (if applicable)
Pamlico Consort, LLC Property
Applicant 1: First Name
John MI Last Name
Sheppard
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
181 City
Oriental State
NC
ZIP
28571 Country
USA Phone No.
252 - 670 - 6787 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Avolis Engineering, P.A.
Agent/ Contractor 1: First Name MI Last Name
John Kevin Avolis
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
15564 New Bern NC
ZIP Phone No. 1 Phone No. 2
28561 252 - 633 - 0068 ext. - - ext.
FAX No. Contractor #
252 633 6507
Street Address (if different from above) City State ZIP
5405 Morton Road New Bern NC 28562-
Email
[e-mail]
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit-
3. Project Location
County (can be multiple) Street Address State Rd. #
Pamlico 256 Old Lupton Road 1327
Subdivision Name City State Zip
Whortonsville NC 28571 -
Phone No. Lot No. (s) (if many, attach additional page with list)
252 - 670 - 6787 ext. ---, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Neuse Browns Creek
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 Browns Creek
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Pamlico County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1,039 LF (Entire Site) 2.86 Acres (Entire Site)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
1.50 AC - Parcel A, 1.36 AC - Parcel B, 1.60 AC - Avolis, NWL (normal water level)
5' to 6' ?NHW or ®NWL
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract -
Grass, Mature Trees, Coastal Marsh
f. Man-made features and uses now on tract
Pointe Marina, Club House, Net House, Gravel/Asphalt Parking Areas, Residential Home (Previously Demolished)
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential on both sides.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
No Zoning (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?
1. 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?
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77
Form DCM MP-1 (Page 3 of 4)
i
APPLICATION for
Major Development Permit
M. (i) Are there wetlands on the site? ®Yes ?Nc
(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.
On-Site Septic System
o. Describe existing drinking water supply source.
Pamlico County Public Water
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 ?PubliGGovemment
? Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
See Attached Narrative
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where R is to be stored.
See Attached Narrative
d. List all development activities you propose.
1. 10-Slip Marina 4. Construct Club House
2. Fill Man-Made Basin 5. Construction Wood Walkway
3. Install 135 LF Bulkheading
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What Is the approximate total disturbed land area resulting from the proposed project? 4 000 ®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA
that the public has established use of? Public Trust Waters Impact 12 531 SF
,
h. Describe location and type of existing and proposed discharges to waters of the state.
No proposal changes to runoff patterns will occur from proposed construction.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®NO ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 4)
?4PPLIEATIQN for
.. Major Development Permit
0. Additional Information
In addition to this completed application fort, (MP-1) the following items below, if applicable, must be submitted in orderkr, the pplrc on ! yl
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application F
instruction booklet on how to property prepare the required items below
a_ A project narrative. See attached.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scab. 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 Kenneth & Reba Tiller Phone No. 252-249-2475
Address 67 Tiller Extension, Merritt, NC 28556
Name Jimmy Watson Phone No.
Address 267 Old Lupton Road, Merritt, NC 28556
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.
None for Propsoed Development, Stmim tEr Ptrmt, Frasicn Cmtml, R he Water, N= IhivwV,
Septic RnT dt far Previous Design
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) N/A
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 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.
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 ( 7-0 I 0 F3 Print Name _Jo?DS par , Member/Manager -Pamlico Consort, LLC
Signatur`e'
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
252-808-2808 .. 1.888-4RCOAST www.nccoastalmanagement-net
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)

r? f 9' r i II
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.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization
Length 105'
Width 39'
Avg. Existing
-4 nwl
NA
NA
Depth
Final Project
+3 nwl
NA
NA
Depth
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.
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
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA ?Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f.
(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
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
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Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
Width: 1 Foot j
d. Maximum distance waterwar??f A1i11AGctr)VItYL 1 Foot .
3. SHORELINE STABILIZATION QThis section not app icable
(if development is a wood groin, use MP-4 - Structures)
a. TvDe of shoreline stahiliiatinn• k i e +h lac 1 v
SBulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Sheet vinyVwood as indicated on plan.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 4.095 SF. 750 CY Riprap
Breakwater/Sill Other
i, Source of fill material.
Permitted Borrow Pit
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes SNo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.

h. Type of fill material.
Sand
4. OTHER FILL ACTIVITIES 0This 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 oiaced in coastal wetlands/marsh rCW1-
If yes,
(ii) Amount of material to be placed In the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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
(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
controlled?
Silt fencing and establishment of permanent vegetation.
c. (i) Will navigational aids be required as a result of the project?
?Yes SNo ?NA
(ii) If yes, explain what type and how they will be implemented.
John Sheppard, Member/Manager
uate -?? ? 2-f> IlP? 8
Pamlico Consort, LLC roperty
Project Name
b. What type of construction equipment will be used (e.g.,
backhoe, or hydraulic dredge)?
Backhoe, Dump Truck, Excavator, Pile Drive
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes SNo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
N/A
Applicant Name
Appilra Ignature
252-808.2808 :: 1-888-4RCOAST :: www;nccoastalmanagement.net revised: 12126/06
Form DCM MP-3
UPLAND DEVELOPMENT 4) s?
(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 b. Number of lots or parcels.
proposed. 3 Tax Parcels Under Two Different Owners
Dockmaster Office/Ship Store/Dockhouse, Wood Walkway
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
<1 4,000 SF to construct 3,304 SF of wood walkway on
upland area
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing No new impervious areas proposed.
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No [DNA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
7.64% ?Yes ?No ENA
i. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted:
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
10,31%
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
Existing septic system on site. approval?
?Yes ?No ENA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ?Yes ?No NNA
Surface water runoff only. If yes, attach appropriate documentation.
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r '
Form D CM MP-3 (Upland Development, Page 2 of 2)
-r K
m. Describe proposed drinking water supply source (e.g., well, n. (1) Will water be impounded? QYe$ ' Nom ONA
community, public system, etc.) (ii) If yes, how many acres?
Pamlico County Water System (Public, Existing)
o. When was the lot(s) platted and recorded?
Prior to 1970
Date -3 r 'Z-4V ' O F?,
Pamlico Consort, LLC Property
Project Name
John Sheppard, Member/Manager - Pamlico Consort, LLC
Applicant Signature-_,, p. If proposed development is a subdivision, will additional utilities be
Applicant Name
installed for this upland development?
[3Yes QNo ONA
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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 FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
®Commercial ?Public/Government ?Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 99' Long
(iv) Width 6-
(v) Floating ?Yes ®No
?This section not applicable
b. (i) Will the facility be open to the general public?
?Yes NNo
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
7
20'
3' or 5' as indicated on plan
?Yes ®No
e. (i) Are Platforms included? ®Yes ?No f. (i) Are Boatlifts included? ?Yes ®No
If yes: If yes:
(ii) Number 1 (ii) Number
(iii) Length 153' (iii) Length
(iv) Width 6 (iv) Width
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
10 ? Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
42 ? Dockage, fuel, and marine supplies
® Dockage ("wet slips') only, number of slips: 52
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
®Open water; no dredging required
?Other; please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Sailboat, power boat mix including 2 catamaran slips
k. Typical boat length: 40' (50' Max)
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
17
1. (i) Will the facility be open to the general public?
?Yes NNo
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Form DCM alI° (t3P, P3o 2 o4 1 Y II '
2. DOCKING FACILITY/MARINA OPERATIONS ` ?Thi`(f3(`]section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project. '
® Office Toilets
X34 r?
®Toilets for patrons; Number: 2; Location: New Dockhouse ? ',•;,.
. i.f j r a y
® Showers
® Boatholding tank pumpout; Give type and location: Mobile at Dockhouse
b. Describe treatment type and disposal location for all sanitary wastewater
Existing on-site septic system.
c. Describe the disposal of solid waste, fish offal and trash.
Pamlico County Refuse Collection
d. How will overboard discharge of sewage from boats be controlled?
"Closed Head" signage, monitoring by dockmaster, verbage on lease agreements.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
3 new at head of new dock and existing dock areas.
(ii) Give the location and number of "Pumpout Available" signs proposed.
3 at same locations as "closed head" signage.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
None
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
None
j. What will be the marina policy on overnight and live-aboard dockage?
No live aboards allowed. Overnight dockage limited to 5 days.
k. Describe design measures that promote boat basin flushing?
Open water marina.
1. If this project is an expansion of an existing marina, what types of services are currently provided?
New marina on new tax parcel.
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arm z'aw btecku°e? age
b
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes ?No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? t
?Yes ENo
o. Is the marina/docking facility 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 a#ecfK `
?CW ?SAV ?SB d .
?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.
13. 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 dripline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. If a rock, groin, use MP-2, Excavation and Fill.) ®This section not applicable I
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 ER This section not applicable
a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
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Form DCM MP-4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
111'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
C. Width of water body
560 feet
e. (1) Will navigational aids be required as a result of the project?
?Yes ONo ?NA
(ii) If yes, explaln what type and how they will be implemented.
a
z
b. Proximity of structure(s) to adlacent,dockingfacillhee:, -
153 feet
d. Water depth at waterward end of structure at NLW or NWL
Varies between 4 to 6 feet
I8. OTHER
pThis sect/on not applicable
a. Give complete description:
See attached narrative.
Date 3 17'-1;' 1 p l _
Pamlico Consort, LLC Property
Project Name
John Sheppard, Member/Manager
Applicant Name
-Q?
Applicant Sig ture
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PROPOSED 10-SLIP DOCK AND OTHER MISCELLANEOUS DEVELOPMENT
PAMLICO CONSORT, LLC PROPERTY
OLD LUPTON ROAD, NCSR 1326 i ' ,
PAMLICO COUNTY, NORTH CAROLINA
PROJECT DESCRIPTION
r .?;
This project consists of the development of a 10-slip dock and other miscellaneous development
on a parcel of land owned by Pamlico Consort, LLC at the end of Old Lupton Road, NCSR 1326
in Pamlico County, North Carolina. The Pointe Marina facilities are also located on these tax
parcels.
The subject property is presently undeveloped. An older residential structure was recently
removed from the property. A small wooden net house, grass vegetation and timber vegetation
exists on the site. Additionally, a dock house and concrete slab exists on the property as does the
existing Pointe Marina docking facilities. Additionally, a small inland manmade basin exists on
the northwestern side of the property. This basin is partially located on the subject property and
the adjoining property to the northwest owned by Joe and Kevin Avolis. The scope of
development requested to occur under this CAMA Major Permit Application is as follows:
Construction of 10-slip marina on Pamlico Consort, LLC property.
2. Bulkheading and backfilling of existing manmade basins.
3. Installation of 135 linear feet of bulkheading.
4. Construction of clubhouse facility on existing concrete slab.
Construction of wooden walkway adjacent to Pointe Marina slips.
The extent of the proposed construction is delineated on the enclosed project plans and is
discussed in detail below for each construction element:
1. Proposed 10-Slip Marina
It is proposed that a new 10-slip marina be constructed on Parcel A of the site.
This parcel has a total shoreline length of 543 linear feet. It is proposed that a
new 10-slip docking facility be constructed as outlined on the enclosed plans.
Hydrographic and physical survey features are depicted on the enclosed maps. It
is proposed that the a elevated fixed dock system be constructed. It is proposed
that a total of 1,892 square feet of dock coverage occur. The total proposed
impacts to public trust waters by the proposed marina is 12,531 square feet and is
outlined on the enclosed plans.
2. Construction of Dock House Facility ?.,
The existing Pointe Marina has an existing clubhouse facility locate 'immediate' Lv
to
adjacent to the head of the dock system. The existing pre-engineered meo
building structure is proposed to be demolished and to be replaced with a re'w ,
clubhouse facility which will be constructed atop an existing concrete slab as
delineated on the project plans. The overall footprint (including roof overhangs)
of the proposed clubhouse facility will not extend beyond the limits of the existing
slab. A plan and cross-section review of the proposed clubhouse facility are
included on the project plans.
3. Filling Manmade Basin
It is proposed that the existing manmade basin located partially on the Pamlico
Consort, LLC property and the adjoining Avolis property be filled. Specifically, it
is proposed that a wood bulkhead be extended across the face of the manmade
basin and that earthen fill be placed to backfill the basins. It is proposed that a
total of 45 linear feet of bulkheading be installed to retain the fill in the mouth of
the manmade basin. The basin to be filled covers a total area of 4,095 square feet.
Enclosed with this application is a letter from Avolis authorizing the filling of this
basin by Pamlico Consort, LLC.
4. Bulkhead Construction
In addition to the 45 linear foot of bulkheading to be installed so that the
manmade basin can be filled, it is proposed that an additional 90 linear feet of
vinyl bulkheading material be installed adjacent to the Pointe Marina complex in
order to further stabilize the existing shoreline. The extent of the proposed
bulkheading is depicted on the project plans as if a typical cross-section.
5. Wooden Walkway Construction
It is proposed that 6-foot wide wooden cross walkway be constructed along the
existing marina slips on Coffee Creek. The extent of construction of this wooden
walkway is depicted on the enclosed project plans as is a typical cross-section.
No other development is proposed to occur on the subject property.
PURPOSE, USE AND OPERATION OF THE PROJECT
The purpose of this project is to develop a 10-slip marina on the Pamlico Consort, LLC property
and to allow construction of a new clubhouse facility on the existing concrete slab. Additionally,
portions of shoreline not presently protected will be bulkheaded to prevent further shoreline
erosion and to allow filling of an inland manmade basin. A wooden walkway will also be
constructed along the existing marina slips along Coffee Creek to provide better access to these
marina slips.
METHOD OF CONSTRUCTION
The proposed construction will occur utilizing normal marine construction techniques. ; Pile
driving operations for the new 10-slip marina will occur from the water side utilizing pile driving
equipment staged on barges. Smaller hand tools will be utilized to construct the dock platforms:
The proposed clubhouse facility will be erected utilizing normal construction equipment such as
hammer, saws and power nailers. It is proposed that the wooden walkway be constructed from
the land side of the development. The vinyl sheet piling along the shoreline section can also be
installed from the landside of the development. The inland basin will be pumped dry and
backfilled with an earthen fill material. The earthen fill will be transported to the site by dump
trucks and will be placed with small excavators.
PERMITS
No other permits are required to execute this project. Less than one acre of total land will be
disturbed. State Stormwater and Erosion Control Permits will not be triggered by this
development.
AVOLIS ENGINEERING P.A.
ZJ P.O. Box 15564 New Bern, North Carolina 28561 E 2 4 633-0068
may.
f w.
CERTIFIED :.
March 19, 2008
Mr. Jimmy Watson
267 Old Lupton Road
Merritt, NC 28556
RE: CAMA Permit
Pointe Marina Condominiums, NCSR 1327, Pamlico County, North Carolina
AE Project No. 06015 -
Dear Mr. Watson:
Enclosed please find a copy of the above-referenced permit application for the referenced project
which is to be constructed on the property adjacent to your property. Pamlico Consort, LLC is
required to notify riparian abutting property owners of the planned action. Please direct any
comments you may have relative to this proposed action to Mr. David W. Moye, CAMA
Permitting Office at the following address:
Mr. Rich Weaver, Major Permits Coordinator
NCDENR - Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
a Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
-\-
A. Sjgt?ature p Agent
1 ?.+?,; <<f
X I >? p Addressee
Received by (Printed Name) C. Date of Delivery
D. Is delivery ad ress different from item 1? p Yes
if YES, enter delivery address below: ? No
3. Service Type
ElCertified Mail p Express Mail
p Registered URetum Receipt for Merchandise
p insured Mail p C.O.D.
4. Restricted Delivery? (Extra Fee) p Yes
2. Article Number 7007 1490 0003 1802 5557
(Transfer from service label) -
PS Form 3811, February 2004 Domestic Return Receipt
102595-02-W 1540

L
CERTIFIED
March 19, 2008
AVOLIS ENGINEERING, I
P.O. Box 15564 - New Bern, North Carollno 28
Mr. & Mrs. Kenneth W. Tiller
67 Tiller Extension
Merritt, NC 28556

RE: CAMA Permit
Pointe Marina Condominiums, NCSR 1327, Pamlico County, North Carolina
AE Project No. 06015
Dear Mr. & Mrs. Tiller:
Enclosed please find a copy of the above-referenced permit application for the referenced project
which is to be constructed on the property adjacent to your property. Pamlico Consort, LLC is
required to notify riparian abutting property owners of the planned action. Please direct any
comments you may have relative to this proposed action to Mr. David W. Moye, CAMA
Permitting Office at the following address:
Mr. Rich Weaver, Major Permits Coordinator
NCDENR - Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,
Avolis, P.E.

M
C3
Q-
f
° ,
t complete items 1, 2, and I Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the maiipiece,
or on the front if space permits.
1. Article Addressed to*
M 1'if ^?fl a4- J?
X gig re ? ? Agent
[?{ 0 Addressee
B Received by (printed Name) C. Date of Delivery
D. Is delivery address different from ftem 1? 0 Yes
if YES, enter delivery address below: 0 No
A _A aA +
3. Service Type
.Certified Mail 0 Express Mail
? Registered U Return Receipt for Merchandise
0 Insured Mail 0 C.O.D.
4. Restricted Delivery? (Extra Fee) 0 Yes
7007 1490 0003 1802 554
2. Article Number
(transfer from service label) 102595-o2.M-1540
Domestic Return Receipt
PS Form 3811, Febwary 2004

April 21, 2008
Pamlico Consort, LLC
P.O. Box 181
Oriental, NC 28571
RE: Pamlico Consort Property
Old Lupton Road, NCSR 1326, Pamlico County, North Carolina
AE Project No. 06015
North Carolina
Craven County
I, Beth Simmons, a Notary Public for said County and State, do hereby certify that Joseph C.
Avolis and John Kevin Avolis personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
Witness
My
official seal, this the 21S` day of April, 2008.

Notary Public
April 22, 2009.
John Shepard of Pamlico Consort, LLC has permission to perform the work as indicated on the
Pamlico Consort, LLC Property plans on the adjacent property owned by Mr. Joseph C. Avolis