20050963 Ver 1_CAMA App_20050715

t
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
June 17, 2005
MEMORANDUM:
D
TO: Cyndi Karoly JUN 2 P 2005
Supervisor 1- DENR ND TER QUAL17-?,
401 Oversight and Express Permits Unit OrZ?fiYATEREf,,`?fl
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Major Permits Coordinator
SUBJECT: CAMA & Dredge and Fill Permit Application Review
Applicant: R.A. Development, Inc. c/o Randy Allen for Cannonsgate Subdivision
Project Location: Off NC Hwy 24, adjacent to Sanders Bay, Sikes Creek and Bogue Sound, in Ocean,
Carteret County.
Proposed Project: The applicant is proposing to modify the existing permit by reconfiguring the
existing 75-slip marina, redesigning a 500 +/- lot residential subdivision with
amenities and utilities, installing three (3) observation piers, retaining wall and boat
ramp. Additionally, the applicant is proposing to perform maintenance dredging
within the existing boat basin, access canal and entrance channel.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by July 9, 2005. If you have any questions regarding the proposed project, please contact Jason Dail at
[phone]. When appropriate, in-depth comments with supporting data is 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
127 Caidinal Drive Ext., Wilmington, I! rth Carolina 28405845
Phone: [phone] FAX: [phone] Internet: womnccoastalmanagement.net
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled 110°'o Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NANIE: R.A. North Development, Inc. c/o Randy Allen for Cannonsgate Subdivision
2. LOCATION OF PROJECT SITE: Off NC Highway 24, adjacent to Sanders Bay, Sikes Creek and Bogue
Sound, in Ocean, Carteret County
Photo Index - 2000: 39498 K-N, 9-12 1995: 39-480 A-0, 6-14 1984: 31-1183, J-14, M-21
State Plane Coordinates - X: 2607070 Y: 353533 GPS File: V-0221 I IA
INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit-2/11/05, 4/29/05
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - completed 6115105
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Conservation in the AEC and Community for uplands
(B) AEC(s) Involved: CS, EW, CW, PT
(C) Water Dependent: Yes (marina and piers) No (upland development)
(D) Intended Use: Commercial/Residential
(E) Wastewater Treatment: Existing - None Planned - onsite septic and wastewater treatment plant
(F) Type of Structures: Existing - One-story house, several small buildings and a bulkhead around the
marina basin and access channel.
Planned - A 525-lot residential subdivision (including all amenities and utilities), reconfiguration ofa
75-slip marina, construction of a boat ramp, maintenance dredging within the marina basin, access
channel and entrance channel, construction of a retaining wall, stormwater collection system and three
(3) observation piers.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
("404" type and coastal) 930 sq. ft.
(shaded)
(B) Non-Vegetated Wetlands 369,000 sq. ft. 2,480 sq. ft. 32,156 sq. ft.
Open water (maintenance (boat ramp) (piers/docks
dredging) incorporated)
(C) Other
High ground
1,089,000 sq. ft.
(disturbed)
(D) Total Area Disturbed: 1,492,636 sq. ft. (34.26 acres)
(E) Primary Nursery Area: No - Bogue Sound, Yes - Sikes Creek
(F) Water Classification: SA-ORW (Bogue Sound) and SA (Sikes Creek) Open: No
8. PROJECT SUMMARY: The applicant is proposing to modify the existing permit by reconfiguring the
existing 75-slip marina, redesigning a 500 +/- lot residential subdivision with amenities and utilities, installing
three (3) observation piers, retaining wall and boat ramp. Additionally, the applicant is proposing to perform
maintenance dredging within the existing boat basin, access canal and entrance channel.
Mr. Randy Allen
Page Two
9. PROJECT DESCRIPTION:
CAMA Major Permit No. 120-88 was issued to Broad Reach Investments, Inc. on 6/29/88, and subsequently
modified for development of an upland marina basin, entrance channel and access canal and construction of a
subdivision. The permit has also been renewed several times, most recently renewed on 12/20/04. The permit
is scheduled to expire on 12/31/06. The applicant, Randy Allen c/o R.A. North Development, Inc., has
provided a copy of the contract to purchase agreement and has also requested a permit transfer from Broad
Reach Investments, Inc. to Randy Allen c/o R.A. North Development, Inc.
The property is comprised of approximately 287 acres of high ground and lies adjacent to Sikes Creek, Sanders
Bay and Bogue Sound, off of NC Hwy 24, near Ocean, in Carteret County. The majority of the property
consists of high ground, however, there are a few small pockets of "404" type wetlands. Elevation at the site
ranges from 5' to 7' above Mean High Water (MHW). The project site is bordered, along Sikes Creek and
Bogue Sound, by a continuous strip of "404" type and coastal wetlands (sections vary from 30'-100' in width).
High ground vegetation consists primarily of Long Leaf Pines, Live Oaks, Sweet Gums, Cedars, Magnolias,
Dogwoods and Red Maples. Understory vegetation includes Wax Myrtles, Yaupons, and Red Bays.
Transitional species, including: Sea Oxeye (Borrichia f-wescen.s), Common Reed (Fragmites australis) and
Grounsel-bush (Baccharus halimifolia) are located along the upper edge of the coastal wetlands. High coastal
marsh vegetation, including, Black Needle Rush (.luncus roemarianus), Spike Grass (Distichlis spicataand
Salt Meadow Grass (.Spartina patens) complete the transition to the waters edge where Smooth Cordgrass
Marsh (Spartina alterniflora) is the predominant species. No Submerged Aquatic Vegetation (SAV) was noted
during the on-site visits.
The waters of the Bogue Sound, located adjacent to the proposed project area, are classified "SA-ORW" by the
Division of Water Quality, and the waters of Sanders/Sikes Creek are classified as "SA". This section of
Sanders/Sikes Creek, adjacent to the project site, is designated as a Primary Nursery Area by the Division of
Marine Fisheries. According to maps provided by Shellfish Sanitation, the area adjacent to the project site is
CLOSED to the harvesting of shellfish.
PROPOSED PROJECT: The applicant is proposing to modify the existing permit by reconfiguring the
existing 75-slip marina, redesigning a 500+/--lot subdivision with amenities and utilities, installing three (3)
observation piers and a boat ramp. Additionally, the applicant is proposing to perform maintenance dredging
within the existing boat basin, access canal and entrance channel.
The applicant proposes to develop 525 lots for single-family dwellings, giving a density of 1.83 units per acre.
No individual units are proposed as part of the application package. As such, each individual property owner
proposing to develop within any AEC would be required to obtain their his/her own individual CAMA permit.
Beginning along the northern portion of the property (adjacent to NC Hwy 24) and working south towards
Bogue Sound, the applicant proposes the following development: Construction of an entrance drive
(Cannonsgate Drive), located in the north central section of the property, a wastewater treatment facility and a
boat storage area (both located in the northeast corner of the property). Four wastewater collection ponds and
two created nature ponds would also be located along the northern portion of the property. Please note that
Cannonsgate Drive would provide access to numerous side streets within the subdivision, however not all of
the side streets, drives and/or courts will be discussed in the field investigation report. Please refer to the
workplat drawings (sheets CP-3 and CP-7) for a detailed description of the road infrastructure.
Mr. Randy Allen
Page Three
Continuing south, approximately 1,900' from the intersection of NC Hwy 24 and Cannonsgate Drive, and
located outside of the 575' Coastal Shoreline Area of Environmental Concern (AEC), the applicant proposes to
remove two sections of the existing bulkhead that is located at the "404" type wetlands road crossing (what is
now a dirt road, or what would be developed as Cannonsgate Drive). The applicant proposes to reconstruct the
crossing using vinyl sheets capped with 2' x 2' concrete caps. The caps would support two guardrails (located
on each side of the Cannonsgate Drive) that would span the entire section of the crossing. As proposed, the
existing culvert located beneath the bulkhead section would not be replaced.
Heading further south along Cannonsgate Drive, near the center of the property, and located outside-of the
575' Coastal Shoreline Area of Environmental Concern (AEC) , the applicant proposes to construct a
community center, or common area. Development activities within this section include: the construction of a
clubhouse, parking area, mailroom, tennis court, swimming pool, putting green, croquet lawn, formal garden,
function lawn, rose garden, carriage drive and drop-off cul-de-sac. Please refer to the workplat drawings
(sheets CP-3 and CP-5) for a detailed description of the community center.
Just south and east of the community center, the applicant proposes to excavate an area of high ground for the
disposal of spoil material excavated from the marina basin, access canal and entrance channel. According to
the application, the spoil basin (150' x 280' x 9') would temporarily be used for spoil deposition and would
not be available for future dredging events.
In addition to the high ground spoil basin, the applicant proposes to excavate two additional nature ponds (one
to the east of the spoil basin and one to the west adjacent to the western property line). As proposed, the two
ponds would be used for recreation purposes only. The applicant indicates that materials excavated from the
proposed wastewater collection ponds, nature ponds and spoil disposal pond would be used for road
construction and preparation of the community center.
The applicant proposes to construct three (3) community observation piers throughout the property. As
indicated in the application package, Pier #1 (6' x 545') would begin from a common area located between
Lots 475 and 476. Pier #1 would extend in a southeasterly direction towards Bogue Sound and would
terminate into a 15' x 15' "T-head" platform. Pier 92 (6' x 85') would be located along the northeastern
property line, between Lots 422 and 423, and would extend into Sikes Creek from a designated common area.
Pier 42 would terminate into a 15' x 15' "T-head" platform over the open waters of Sikes Creek. Lastly, Pier
#3 (6' x 210') would also be located along the northern property line adjacent to Sikes Creek. Pier #3 would
originate from a designated common area, between Lots 403 and 404 and would span in a northerly direction
towards the main run of Sikes Creek. Pier #3 would be located entirely over both "404" type and coastal
wetlands and would terminate into a 6' x 6' platform.
The modification request also includes reconfiguration of the marina basin. Beginning along the northern
shoreline, adjacent to the marina basin, the applicant proposes to construct an 8' x 570' concrete sidewalk
leading down to another 8' wide walkway (via three separate flights of concrete stairs) that encompasses the
entire basin. The two walkways would be separated by the construction of a proposed retaining wall that would
also encompass the entire basin. As proposed, both concrete walkways would be located outside of the 30'
coastal shoreline buffer. However, the applicant has proposed the construction of two concrete
overlooks/plazas within the 30' coastal shoreline buffer (one located on the northern side of the basin and one
on the western side). The proposed concrete plaza would give way to the floating docks located within the
basin however the proposed concrete overlook would not.
Mr. Randy Allen
Page Four
Other development proposed within the existing basin includes the construction of a concrete boat ramp. The
boat ramp (20' x 124') would be located in the southwest corner of the boat basin adjacent to the existing
concrete bulkhead. A 20' x 37' concrete pad, bordered by two blocked wing walls, would give way to the
ramp. The ramp would measure approximately 87' in length from the edge of the existing bulkhead/Nonnal
High Water (NHW), to the terminal end. The applicant has indicated that fill material (rip-rap and railroad
ballast) would need to be placed beneath the proposed ramp to obtain the appropriate slope of 12%. According
to the site drawings, the terminal end of the boat ramp would be located approximately -7.0' below Normal
Low Water (NLW).
As part of this permit modification, the applicant has proposed the reconfiguration of the previously permitted
floating dock system within the marina basin. As proposed, the total number of slips located within the marina
basin would remain the same as what was originally permitted (75 slips). The floating dock configuration is as
follows: Beginning just north of the proposed boat ramp and extending around the entire basin, the applicant
proposes to construct a 10' x 1,480' section of floating dock (main dock) that would give access to the finger
piers and dock spines within the basin. One, 8' x 105' finger pier would be located be located along the
western wall, adjacent to the boat ramp, for boat launching. Five, 4' x 40' finger piers would also be attached
to the main dock, adjacent to the western wall. Two, 10' x 225' dock spines would extend south from the
northern wall towards the center of the basin.
Ten finger piers (4-5' x 40', 54' x 50', 1-10' x 40' and 1-10' x 50') would attach to each of the spines. Seven
finger piers (4' x 35') and one - 6' x 60' would be constructed to the main dock, adjacent to the eastern wall.
Please refer to sheet CP-14 for a detailed description of the proposed dock dimensions and configuration.
Lastly, the applicant is proposing to perform maintenance dredging within the existing marina basin, access
canal and entrance channel to a depth greater that originally permitted. According to the application and site
drawings, approximately 13,500 cu. yds. of material would be excavated using a hydraulic dredge. The boat
basin (650' x 500') would be dredged from -6.0' to -7.5' Mean Low Water (MLW). The dredged footprint of
the access canal would include a 40' (bottom cut) x 600' area, and final dredged contours would average -9.0'
MLW. The entrance channel (40' bottom cut x 500') would be dredged to a depth of-10.5' MLW, or to the
depth of the adjoining federally maintained channel. The top cut of the proposed dredging activities within the
canal and entrance channel would be cut/tapered at a 4:1 side slope from the edge of the bottom cut. The
proposed dredging activities would remain within the same footprint as originally permitted. Spoil material
generated from the dredging activities would be pumped to the proposed spoil disposal site previously
discussed. Please refer to sheet CP-20 for a detailed description of the spoil disposal basin and sheets CP-17
thru CP-19 for a detailed description of the proposed dredging activities.
10. ANTICIPATED IMPACTS: Since this proposal is a modification of a previously permitted and partially
constructed project, most of the types of impacts that will be referred to herein have been previously
authorized. However, the redesigned subdivision and proposed retaining wall construction would disturb
approximately 1,089,000 sq. ft. of high ground. As proposed, total impervious coverage calculations for
development within the 575' coastal shoreline AEC would be 24.80%, and total impervious coverage
calculations for development within the 75' coastal shoreline AEC would be 30.56%. As proposed, no "404"
type or coastal wetlands would be filled as part of the project. The proposed pier and platforms would provide
access to the marsh and open water and shade approximately 930 sq. ft. of "404" type and coastal wetlands.
The proposed piers/platforms and floating docks would incorporate approximately 32,156 sq. ft. of estuarine
and public trust waters with 27,506 sq. ft. of the total area located within the man-made basin. As proposed,
Pier #2 would exceed the'/4 width rule and would need to be relocated approximately 6' landward of its current
location The proposed construction of the boat ramp would impact approximately 2,480 sq. ft. of previously
disturbed bottom within the man-made basin. The proposed boat basin, access canal and entrance channel
maintenance dredging would impact approximately 369,000 sq ft of previously dredged shallow bottom area
deepening the basin to -7.5 MLW and access canal to -9.0' MLW. As proposed, it appears there would be no
impacts to SAVs and open shellfishing waters.
Mr. Randy Allen
Page Five
The applicant has provided a copy of the Declaration of Protective Covenants, Restrictions, Easements,
Charges and Liens for Cannonsgate at Bogue Sound. According to the draft Declaration, Article II, Sect 31.
Piers: Specifically states: "No individual piers will be allowed on any lot located within the Cannonsgate at
Bogue Sound Subdivision". Once recorded, the Declaration would limit the amount of public trust usurpation
and potential impacts from boat prop-kicking of the valuable PNA habitat within Sikes Creek and Bogue
Sound.
An Express Low-Density Stormwater Permit (SW8050516) was issued by the Division of Water Quality on
6/02/05. Additionally, a Sedimentation and Erosion Control Plan (permit# Carte-2005-327) has been issued by
the Division of Land Resources for land disturbance activities.
Submitted by: Jason Dail Date: June 17, 2005 Office: Wilmington
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
b. City, town, community or landmark
White Oak Township
a. Name Randy Allen c/o of R.A. North Development,
Inc. c. Street address or secondary road number
Address 110 Matthews Station St. Suite 2D
City Matthews State NC
Zip 28105 Day Phone [phone]
Fax [phone]
NC Highway 24
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water near project, e.g., river, creek,
sound, bay: Bogue Sound and Sikes Creek
b. Authorized Agent:
Name Lawrence R. Zucchino, ASLA
Address JDavis Architects, PLLC
510 Glenwood Avenue, Suite 201
City Raleigh State NC
Zip 27603 Day Phone [phone]
_
Fax [phone]
c. Project name (if any) Cannonsgate at
Bogue Sound (formerly Broad Reach and
Harbor Bav)
NOTE: Permit will be issued in name of
Landowner(s), and/or project name.
2. LOCATION OF PROPOSED PROJECT
a. County Carteret
3. DESCRIPTION AND PLANNED USE OF
PROPOSED PROJECT
a. List all development activities you proposed, e.g.,
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
525 unit residential subdivision with amenities. (3)
waterfront piers, install docks in existing marina,
reconstruction of existing bulkhead at permitted
wetlands crossing and supporting road and utility
systems.
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 e ti 2',?rposeR7 s in hods of
construct daily operat,iof pro o d project.
If more s is T ne dee?, ?1 of ach a onal
pages. Th? arina asin is exi5tiM The ul l nd
indus ractice S'(A?
G
Form DCNI-NIP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 287.35 Acres
b. Size of individual lot(s) 40', 50' and 60' widths,
depth varies
c. Approximate elevation of tract above MHW or NWL
average of 6' above MHW
d. Soil type(s) and texture(s) of tract Sandy loam
e. Vegetation on tract Open pasture, farmland and
woods
f. Man-made features now on tract Single-family
residence and farm out buildings. There is also an
existing permitted wetlands roadway crossing.
g. What is the CAMA Land Use Plan land
classifications of the Site? (Consult the local land use plan.)
Conservation X Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
C-2 Planned Residential Development
i. Is the proposed project consistent with the applicable
zoning? X Yes _ No
(Attach zoning compliance certificate, ii applicable)
J. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? NC Dept. of Cultural Resources
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
Are there wetlands on site? X Yes No
Coastal (marsh) X Other 404 Wetlands
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
Septic for existing single family residence
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.) Currently none.
Reference development plan for proposed
discharies.
o. Describe existing drinking water supply source.
Well for existing single family residence
5. 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 properties, 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 dra gs) drawn to scale in black
ink on an 8- / " ?1 w 'te paper. (Refer to
Coss is 'on Rule 7J.0203 for a
V&e (ption.)
Plea Vot??Dh?t' iginal awings are preferred and
my uh quali ®lesmreacceptable accepted. Blue-line
'Tritsv trwD only if an
ade u twu of quality copies are provided by
'00 it ant. (Contact the U.S. Army Corps of
Engineers regarding the agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
Revised 03/95
Form DC1vI-NIP-1
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be
• advised that they have 30 days in which to submit
comments on the proposed project to the Division
• of Coastal Management. Upon signing this form,
• the applicant further certifies that such notice has
been provided.
Name Eric S. Stroud
Address P.O. Drawer 1550, Raleigh, NC 27602
Phone [phone]
Name Sue Ballard
Address 4019 Hwy. 24 Newport, NC 28570
Phone
Name
Address
Phone
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
CAMA Major #120-88
NCDWQ Stormwater Certification #890308
A check for $400 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the costs of process the
application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the NC
Environmental Policy Act (N.C.G.S. 112A -1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03/95
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained 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 in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the t6 day of AV?? , 2005.
Print Name
Signature
Agent
Please indicate att,+hments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
X DCM MP-6 Marina Development
NOTE: Please sign and date each
attachment in the spa ce provided at the
bottom of each form.
0 STO
o\,oc \\0 P rMENT
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
}, 111'*At1, n-th nenth
Access
Channel
(MLW)orNLW)
Canal
Boat
Basin
Boat
Ramp
Rock
Groin
Rock
Breakwater
.Other
(Excluding
Shoreline
Stablization)
1. EXCAVATION
a. Amount of material to be excavated from
below MHW or N_WL in cubic Yards 13.500 CY
b. Type of material to be excavated Sand /mud
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic
vegetation (SAVs) or other
wetlands Yes X No
-2.0 -9.0
500' 40' bottom To To
-9.0 MLW -10.5 MLW
-2.0 -7.5
600' 40'bottom To To
-9.0 MLW -9.0 MLW
-6.0
650' 500' To No change
-7.5 MLW
-7.5
124' 20' -6.0 MLW At toe of
ramp
N/A
N/A
N/A
d. High ground excavation in cubic yards 0.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area temporary, see
plan pond by clubhouse
b. Dimensions of disposal area 150 x 280 x 9
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
15?
0 52005
ON of
PG E MeNl
C0 PS'CP
Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the
water? Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
None Bulkhead None Riprap
b. Length
c. Average distance waterward of MHW or
NWL
N/A
d. Maximum distance water-ward of MHW or
NWL
N/A
e. Shoreline erosion during preceding 12
months N/A
(Source of information)
f. Type of bulkhead or riprap material
N/A
g. Amount of fill in cubi yards to be placed
below water level
(1) Riprap N/A
(2) Bulkhead backfrll N/A
h. Type of fill material N/A
i. Source of fill material N/A
If yes,
(1) Amount of material to be placed in
the water Approximately 420 CY
(2) Dimensions of fill area 40'x87'
(3) Purpose of fill Establis propser grade
for the boat ramp
b. Will fill material be placed in coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No -
If yes,
(1) Dimensions of fill area N/A
(2) Purpose of fill N/A
5. GENERAL
a. How will excavated or fill material be kept
on site and erosion controlled? Material
will be contained with use of berms and silt
fence at base of berm.
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? Hydraulic cutter head
suction dredge for Channel Dredijinij
c. Will wetlands be crossed in transporting
equipment to project site? _ Yes X No
If yes, explain steps that will be taken to
lessen environmental impacts. N/A
ApplicInt or Project'Name
ia<s S0A)kD

\ - t(
Signature
v
4. OTHER FILL ACTIVITIES U- (6 , p
(Excluding Shoreline Stabilization) Date
a. Will fill material be brought to site?
X Yes No
ECEIVE
D
JUN 15 2005
DIVISION OF
COASTAL MANAGEMENT
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-Mp-1. Be sure to complete all other
section of the Joint Application that relate to the proposed
project.
h.
a. Type and number of buildings, facilities, unit or
structures proposed 525 Single Family Homes. The
basin has 3,050 linear feet of existing retaining wall
with the addition of 50 new linear feet to accomodate
the boat ramp.
b. Number of lots or parcels 525 lots
c. Density (give the number of residential units and the
units per acre) 1.83 DU/AC
d. Size of area to be grades, filled or disturbed including
roads, ditches, etc. Approximately 25 AC
e. If the proposed project will disturb more than one acres
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 of Land
Resources? X Yes No
If yes, date submitted May 6, 2005
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
Asphalt/Marl
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 and/or build upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 248 Z 5')
30.b%C-is'?
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?
X -Yes No
If yes, date submitted May 6, 2005
i. Describe proposed method of sewage disposal.
Package Plant (Reclaimed Water, permit currently in
NPDES express review)
j. Have the facilities described in Item i. Above received
state and local approval? No
(Attach appropriate documentation)
k. Describe location and type of proposed discharges
to waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
None
1. Describe proposed drinking water supply source
(e.g., well, community, public system, etc.)
Private Water System
m. Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? N/A
DivisioN 0,z COASTAL MANAGFnnc,,_
Yes X No
E
WWFg(f44-g 6)
Applicant or Probe Name
*dt
Form DCM-ivIP-4
ST-R--U- CTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete all other (1) No Commercial No Community No Private
sections of the Joint Application, which relate to this (2) Number N/A
proposed project. (3) Description of buoy -
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) Commercial ?Community _ Private
(2) Number 3 community piers, 1 marina
(3) Length Community piers - pier#1 545 LF,
pier#2 85 LF, pier#3 210 LF,
840 Total LF. Marina 2,100 LF
(4) Width 6' at piers, 10' at marina
(5) Finger Piers ? Yes _ No
(i) Number 33
(ii) Length varies 30' to 60'
(iii) Width varies 4' to 10'
(6) Platforms(s) ? Yes No
(i) Number 3
(ii) Length 1 (-) 6', 2 cr 15'
(iii) Width_ 1(a), 6' , 2 (c?. 15'
See attached sheets CP-14 and CP-16
(7) Number of slips proposed 75 (reconfigured)
(8) Proximity of structure to adjacent riparian
property lines N/A
(9) Width of water body N/A
(10) Water depth at waterward end of pier at MLW
or MWL f 2' DEEP MLW at piers
-6.0 to -7.5 MLW at marina.
b. Boathouse (including covered lifts) N/A
(1) No Commercial No Private
(2) Length N/A
(3) Width N/A
(4) Width of water body N/A
(5) Distance buoys(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) No Commercial No Community No Private
(2) Number N/A
(3) Length N/A
(4) Width N/A
g. Other (Give complete description)
tikes & 9A0
c. Groin (e.g., wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length(s) N/A
d. Breakwater (e.g., wood, sheetpile, etc.) N/A
(1) Length N/A
(2) Average distance form MHW, NWL or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
Revised 03/95
Appli nt o ?oject ame
Signatu e
p.0
Date
O\J?S?P?P
Form DCM-NIP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAAIA Mar
Permit, For DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this g• Typical boat length 30' to 60' -
proposed project.
h. Maximum boat length 60'
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed
Commercial Public ? Residential
b. Will the marina be open to the general public?
Yes ? No
c. If there is residential development
associated with the marina, how many
units or lots are planned and how many
are currently developed?
25 Lots Planned
Check all the types of services to be
provided.
Full service, including travel lift and /or rail
Dockage, fuel, and marine supplies
? Dockage ("wet slips") only
Number of slips 75 (reconfigured)
Dry Storage
Number of boats 75
1 Boat Ramp(s)
? Other (describe) Marina will have
water and electric supplied to each
slip and a sewage pump out station
at the slip adjacent to the boat ramp.
Check below the proposed type of siting.
? Land cut and access channel
Open water with dredging for basin
and/or channel
Open water, no dredging required
Other describe
i. Are any floating structure planned? Yes
If so, describe: Floating Dock System
2. NIARINA OPERATIONS
Check each of the following sanitary facilities that
will be included in the proposed project.
Office toilet
Toilet for patrons
Number
Location
Showers
? Boat holding tank pumpout
Type and location: Pumpout at slip next to boat ramp
b. Describe treatment type and disposal location for all
sanitary wastewater. Reclaiming Water Package
Plant
c. Describe the disposal of solid waste, fish offal and
trash disposal. Disposal by private waste contractor.
d. How will overboard discharge of sewage from boats
be controlled? Not Allowed
Give the location and number of "No Sewage
Discharge" signs propos at Harbor Entrance
and One at Pum §a
V,?J O NNST
SO 1s`oNP?
o?`? MAN
G0 Ps-?p,L
Form DCNI-NIP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be
disposed of? N/A
h. Give the number of channel markers and "no Wake"
signs proposed. None
i. Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality. None
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. See Attachment A
k. What will the marina policy on overnight and live-
board dockage? Not allowed under existing CAMA
Permit
1. Is proposed work within city limits or planning
jurisdiction? Yes ? No
If yes, give the name and address of the leaseholder.
N/A
m. If the project is an expansion of an existing marina,
what types of services are currently provided?
No
n. How many slips are now available? 0
o. If the marina proposed within a primary secondary
nursery area? Yes ? No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes ? No
q. Give the location and number of "Pumpout
Available" signs proposed. Two (2): (1) at harbor
entrance and (1) at pumpout station._
Appl ant or Project Name JJ
Cs DQC)E
Signature
I-0- ,10.05
Date
?
??
v
Co?
Re-ised 03195
J
17
_La i CREED
May 16, 2005
Mr. John Dorney
NCDENR Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

M&C 04070.0001 (10)
RE: Cannonsgate at Bogue Sound
Wastewater Treatment and Reclaimed Water Utilization System
Carteret County
Dear Mr. Dorney:
RR@[20W99
MAY 9. 4 2005
DENR - WATER QUALM'
V.=71.AtW AND STOPUV ATER 6RAiXH
Thank you and Sam for meeting with Tim Baldwin, Ed Andrews and me yesterday at your
office to discuss the Cannonsgate project. We sincerely appreciate your willingness to provide
your input and recommendations on this project.
Following is a brief summary of our meeting, which identifies your concerns as well as your
recommendations for minimizing potential impacts to existing wetlands in the area:
1. McKim & Creed provided a brief overview of the project and explained the
MBR treatment process, the use of (4) reclaimed water infiltration basins, the
operation of the proposed groundwater control system, and groundwater
discharge/dispersal system.
2. After several questions and clarifications, you indicated that you had two
concerns relative to compliance with 15A NCAC 2B.0231(b)(5). These
concerns included:
i. Potential inundation of the existing wetland located south of Infiltration
Basin #4. This wetland has no outlet and the proposed roadway will
further prevent the system from overflowing during wet weather.
ii. The use of the artificial wetland for dissipating the discharge from the
groundwater control pumping station does not adequately disperse the
flow to the natural wetland. As such the 350 gpm flow into the system
could negatively impact the hydrology of the wetland.
3. You then provided your recommendations for avoiding these potential
negative impacts. These recommendations are as follows:
5:\4070\0001110-Comm\5-15-05 Domey Letter.doc
200 h1ACKENAN COURT, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667
Mr. John Dorney
May 19, 2005
Page 2
i. Install a culvert under the new roadway to connect the two wetlands
located south of infiltration basin #4. The culvert invert should be set to
maintain the existing water level in the wetland while providing an
overflow in the event water level increases as a result of the infiltration
basins. You also would like the Owner to install a surface swale or
culvert to allow overflow from the smaller wetland to flow overland to
the large natural wetland adjacent to Sikes Creek.
ii. Eliminate the proposed natural wetland/dispersion structure. Instead,
install a forcemain parallel with the east side of the existing wetland in
the buffer zone between the wetland and Infiltration Basin #1
(approximately 400 linear feet). This forcemain should have sufficient
sprinkler heads to accommodate the required 350 gpm groundwater
dispersal into the wetland.
We have discussed your concerns and recommendations with Nathaniel Thornburg of the
NCDENR Non-Discharge Section. Unless you object, Nathaniel will issue the Non-discharge
Permit as it currently stands, with the understanding that we will be immediately submitting
the revised drawings to his office along with a permit modification application to address the
modifications you have suggested.
Thanks again for your assistance on this project.
Sincerely,
McKIM & CREE , P.A.
Kevin C. Eberle, PE
Senior Project Manager
cc: Tim Baldwin, PE
Randy Allen
Nathaniel Thornburg, NCDENR
S:W070\0001110-Comm\5-15-05 Domey Letter.doc
AdCl 1VI & CREED