19990658 Ver 3_CAMA Application_20081024

q? ??Sg U3
LT T WA
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
October 21, 2008
MEMORANDUM:s
I
TO: Ms. Cyndi Karoly a? 2 4 7008
Environmental Biological Supervisor
Division of Water Quality ?. IV';'L?n;;UA-ny
r
WLANOS MID STtLgOATER
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Snug Harbor Partners, LLC
Project Location: The project site is located at 252 Highway 70, Stacy, Carteret County
Proposed Project: The applicant is proposing a major modification to Major Permit #128-00 to
revise the original subdivision/marina development.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/11/2008. If you have any questions regarding the proposed project, please contact
Heather Styron 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 DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
Major Permit Fee Schedule
Circle One
DCM % DWQ %
Development Type
1 Fee (14300160143510009316256253) (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)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
111. 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 Certification No. 3490
(See attached) can be applied: $250 100%($250) 0%($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100%($400) 0%($0)
111(C). If General Water Quality
Certification No. 3490 (see
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 mor
than one acre of wetlands and/ n
open water areas: .$4 60%($285) 40%($190)
Check #
Amount 4115,
Project
Name
4
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT T'S NAME: Snug Harbor Partners, LLC C/O Melvin Brinkley, Winn Tripp
2. LOCATION OF PROJECT SITE: 252 Hwy 70 East in Stacy adjacent to Salters Creek/
Nelson Bay
Photo Index - 2000: grids; #660 A(1-5), K(1-4)
grids; #659 S (1-7), X(1-6)
2006: grids;#8392 A(1-5), K(1-3)
#8391 R(1-6), X(1-5)
State Plane Coordinates - X: 2775600-2779400 Y: 421800-42500
Longitude: 84°39'59.94340 Latitude: 33°43'50.81756
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Various site visits during 2006,
5/13/08, 9/23/2008
Was Applicant Present - Yes, No,No
5. PROCESSING PROCEDURE: Application Received - 9/18/2008
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County dated 1996
Land Classification From LUP --- RuraUConservation
(B) AEC(s) Involved: ES, CW, rW, PTA
(C) Water Dependent: Pier, slips., access cha it4, bulkhead (yes), Subdivision (No)
(D) Intended Use: Commercial/ Community
(E) Wastewater Treatment: Existing - None
Planned Community Package Treatment Plant
(F) Type of Structures: Existing -- Abandoned roadway, out buildings, marina
channel, canal, basin and temp. spoil facility
Planned - bulkhead, 62 residential lots and homes, 9
cottages, 15 villa units, s/d infrastructure, clubhouse, inn,
cottages, restaurant, ship's store, recreational amenities,
pier, four gazebos, finger piers, fuel dock, platform bridge,
tie pilings, culvert and circulation channel
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Jurisdictional Wetlands 40ft2
(circ. channel) N/A 120ft2 Incorp.
120ft2 Shaded
(B) High Ground 5100ft2 1,089'000ft2 N/A
Disturbed
(C) Open Water N/A N/A 37,385ft2 Incorp.
(pier, platform and finger piers) 3390ft2 Shaded
Field Investigation Report:
Snug Harbor Partners LLC
Page 02
(D) Total Area Disturbed: 1,131,645 ftz
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: This project is being proposed as a major modification
to Major Permit # 128-00. The applicant proposes to revise the original subdivision/marina
development previously authorized.
Narrative Description:
The Mariners Village at Snug Harbor project is located at 252 Highway 70 East. The property
lies adjacent to Nelson Bay in the community of Stacy, in eastern Carteret County. The tract is
bordered by US 70 to the North, Salter's Creek and the Salter's Creek Bridge (NCDOT Bridge
#45) to the east, and Nelson Bay to the south. Old highway 70 extends across the project
property and has been abandoned.
Mariners Village at Snug harbor is 62.20 acres in its entirety and is an average of 5' above
NHW. A large portion of this tract has been designated by the NC NRCS as wetland that has
been prior converted for agricultural use or PC fields. The southern boundary of this property
is bordered by coastal marsh comprised predominately of Juncus roemerianus , Spartina
alterniflora, Spartina patens, Salicornia syy, Cladium jamaicense, and Typha spy. The system
transitions landward into Section 404 Wetlands, typified with a shrub system of Iva frutescens,
Baccharis halimifolia, Magnolia vir ing iana, Junioerus virginiana, transitioning again to a
forested wetland with pines, oaks and sweet gum, with an under story of catbrier and switch
cane. The Section 404 delineation has been approved by the US Army Corps of Engineers, and
is on file.
Typical soils on the tract are Leon and Hoebucken muck. The Carteret County Land Use Plan
classifies this property as Rural, with all AEC's classified Conservation. Neither Nelson Bay
nor Salter's Creek are designated Primary Nursery Areas. Both are closed to the taking of
Shellfish, and both,carry water classifications of SC. The adjoining waters of Core Sound are
classified SA-ORW. Substrate in Nelson Bay and Salter's Creek is mostly silt and sand, with
beds of SAV's in the vicinity. The tidal amplitude in upper Nelson Bay is approximately 1'.
Proiect Description:
The previous major modification to permit # 128-00, which was issued on August 22, 2007,
authorized the addition of 20 acres to the original 42 acre tract, an increase in the # of
residential lots to 86, the relocation and redesign of amenity facilities and support utilities, the
addition of a River club facility with a pedestrian pier, a swimming pool, and minor
adjustments to the marina basin configuration, entrance channel and circulation channel.
The applicant's current proposal for the subdivision is to convert the 62.20-acre tract into 37
cluster lots, 7 bungalow lots, 15 villa units and 9 cottages for a total of 86 lots, an inn, ship
store, restaurant, recreational amenities, pier, marina and four gazebos. The proposal also
includes a
Field Investigation Report:
Snug Harbor Partners LLC
Page 03
vinyl bulkhead, wooden bridge and pvc culvert. The pool location has also been relocated
to be adjacent to the inn while the ship's store, restaurant, office, fuel tanks and parking area
are still located in the area originally approved under Major Permit # 128-00.
The average lot size has been reduced from 20,000 square feet to 16,223 square feet with a
minimum lot size of 3,174 square feet. Of this, the development infrastructure, amenities and
lots would use 15.0%. The impervious area would be reduced from the previous 17% to 15%
within the 75' AEC. Once built out the entire subdivision tract would have a total of 20%
impervious coverage. The buildings would be comprised of different footprints. The inn
would be 480' x 1380', the outfitter club at 370' x 435', the typical villa building would be
385' x 975, the single family home at 310' x 340', the ship store at 230' x 480', the cottage at
170' x 225', the typical town home building would be 465' x 325' and the bungalow would be
205' x 410'. There would be three upland wooden gazebos proposed. One would be 20'x 40'
and located adjacent to the north side of the connector channel at lot 26, the second would be
15' x 30' and located adjacent to the south side of the marina basin across from lot 14 and 15
and the third would be 15' x15' and adjacent to the pedestrian connector between lots B3 and
B4. All pedestrian connectors and walkways would be concrete or brick outside of the 30'
buffer and slatted elevated wood inside of the 30' buffer. There would be 75 asphalt parking
spaces located at the village center with gravel drives located at the individual homes (total 86
lots). All roads would consist of asphalt with a width of 25' with the exception of the
bungalow areas. They would have a circular gravel drive with individual driveways located at
each bungalow. Each road would be bordered by grass vegetated swales. There would be a
cul-de-sac on MarshGrass court with a radius of 80.'. The main road, which is Snug Harbor
Lane, would be 25' wide and end at a rectangular cul-de-sac with a grass middle and an area
of 9' x 20'. Boat Slip Lane would also follow the configuration of the main road and intersect
with Bayside Place. This road would also end in a rectangular cul-de-sac. There would be 14'
alleyways, which are designated in certain areas as shown on the plats.
The applicant proposes to stabilize the sides of the access channel and the basin with a vinyl
bulkhead. The bulkhead would start 315' from the waterward edge of the marsh along the
existing marina channel on the east side adjacent to Salter's Creek. It would extend for
approximately 340' west until it reaches the mouth of the marina basin. It would then continue
around the basin for a total of 1190' and connect with the south side of the existing channel
and continue for 340'. The total amount of bulkhead proposed would be 1870'.
The applicants are proposing a 10' x 100' footbridge over the proposed circulation channel to
help residents access different areas of the property. The bridge would be a minimum of three
feet above substrate and would not affect any navigable waters or coastal wetlands. The water
depths at NLW are approximately -.5'.
Snug Harbor LLC proposes a 30-inch wide by 215' long pvc culvert to be installed. This
would be dug from high ground and installed at an average depth of 10 inches from existing
grade. The purpose of this culvert would be to connect the basin to the circulation channel.
The culvert permitted by the previous permit was for a 30" wide pvc pipe and 170' long.
The marina basin and channel have previously been excavated to a depth of -3' at NLW,
Field Investigation Report:
Snug Harbor Partners LLC
Page 04
however the applicants wish to widen a 15' x 340' area for the existing channel from a depth
of + 5' NLW to a final depth of - 3' NLW. This would remove 1,500 cubic yards of material.
They are proposing a wooden boardwalk with dimensions of 6' x 1190'. It would be located
as part of the cap for the bulkhead and over high ground. This would follow the same path as
the proposed bulkhead around the channel and basin. They are proposing 53 slips in the
marina basin, which is what was previously permitted. The slips would be numbered 1-53 and
would have 27 finger piers with dimensions of 5' x 15'. They are proposing 84 tie pilings
within the slip areas. The typical boats to be served would be charter, mixed types with a
typical boat length of 22' to 42' with a maximum of 45'.
A new pier configuration is proposed. The pier would cross a 30' area of high ground and
continue over 20' of jurisdictional wetlands. It would continue for 190' over open water and
then intersect with a 15' x 15' gazebo platform. The total width of the pier would be 6' and a
total length of 235'. The water depth at the end of the proposed pier and platform is -.74
NLW. The pier would be used for observation only.
The applicants are permitted for a package treatment plant on the north west side of highway
70, however they would need to expand the size of the plant due to more home sites and
would need to install all infrastructure, which includes all utilities, within the road right of
ways and pump to the treatment plant. A well would also still be installed on the northwest
parcel across highway 70 as previously permitted. -
11. Anticipated Impacts:
The proposed subdivision would result in the creation of a total of 86 lots. The proposed pier
and wood walk bridge would shade a total of 120ft2 of jurisdictional wetlands. The pier,
platform and finger piers would shade 3,390 ft2 and incorporate 37,385 ft2 of open waters. The
setting of pilings would cause temporary turbidity. A total of 40 ft2 of jurisdictional wetlands
and 5100 ft2 of high ground would be dredged for the widening of the access channel for the
basin with no change to the existing boat basin. The number of slips will remain the same as
previously permitted. Once built out, this development would be 15.0% impervious within the
75' AEC and 20% impervious for the entire tract.
Name: Heather Styron Date: 10/20/08 Morehead City
0 JD AV IS. I C4, 11' al
510 Glenwood Avenue, Suite 201 1 Raleigh, NC 27603 1 tel [phone] fax [phone]
September 17, 2008
Heather Styron
Field Officer
NCDCM
400 Commerce Avenue
Morehead City, NC 28557
RE: Marina Village at Snug Harbor
Major CAMA Permit Modification Request #128-00
Dear Heather:
JP'?4 1,
ik,
Please find enclosed for your processing (27) sets of plan drawings, (1) set of permit
applications and (1) project narrative. These have been revised as per our September 9th
teleconference. The changes are as follows:
Y _''
1) The project narrative has been updated
a. The connecting channel depth has been changed from minus 5.5 feet to
minus 3.0 feet
2) Permit application DCM MP-1 is revised
a. The street address has been adjusted to 252 Hwy 70 East
b. 3(e) has been changed to "no"
3) Permit application DCM MP-2 is revised
a. The existing depth of the canal has been changed to +5.0 NLW
b. 1(d) has been adjusted to 1,500 C.Y.
4) Permit application DCM MP-3 is revised
a. (m) has been changed to "no"
5) Permit application DCM MP-5 is revised
a. 1(d) has been adjusted to read -0.50' NLW
6) Sheet CP2 has been revised
a. The 75' AEC is shown around the circulation channel
i. The impervious surface calculations within the 75' AEC have been
adjusted to reflect this
b. The 30' marina buffer has been adjusted to "30' buffer"
c. The marina boardwalk has been adjusted from 10' wide to 6' wide
d. The hatch pattern for the gravel walks and drives has been changed for
readability
7) Sheet CP2R has been removed from the set
8) Sheet CP3 has been revised
a. The wetland areas around the WWTP and Community Well system are
noted as 404 wetlands
9) Sheet CP5 has been revised
t?yy? ,
a. On Marina Channel Section `B' mean sea level is changed to 01
10) Sheet CP6 has been revised
a. The boardwalk on the marina bulkhead detail is changed t 6' aqy,
b. The "AB Mat" has been removed from the marina bulkhe&Aai > 1 ?t
c. The "MHW" and "MLW" notes have been changed to "NHW"°s
d. .
Please let me know if you need any additional information or clarification concerning this CO
'request. We appreciate your continued efforts to keep the permit request process moving
forward in a timely manner.
Very Truly Yours,
Talmage Mark Hall, ASLA
JDavis Architects, PLLC
Enclosures: (27) Plan Sets (24"X36")
Revised Permit Applications
Revised Narrative
Cc: Brinkley Melvin, Snug Harbor Partners, LLC/Larry Zucchino, JDavis Architects
2
Marina Village at Snug Harbor
Major CAMA Permit Modification Request
Project Background/Narrative

t„ -
The Marina Village at Snug Harbor is a proposed 62 acre residential development located
on US Highway 70 near Sea Level in Carteret County, NC. The proposed development
program and land plan is a modification of a plan for the property approved in 2000
through the issuance of Major CAMA Permit #128-00 and through Preliminary
Subdivision Plat approval by Carteret County. Permit #128-00 was renewed in January
2006. A modification to Permit #128-00 was approved in August 2007.
Snug Harbor Partners, LLC, the current property owners, are requesting a modification to
CAMA Permit #128-00 to reflect a change in the site plan; an increase in the number of
residential lots/units; the relocation of the amenity facilities and support utilities, an
Inn/Clubhouse facility, a Ship's Store/Cafe, Villa buildings, a swimming pool and a
minor adjustment to the circulation channel.
A revised Preliminary Plat for these modifications was submitted and is presently in
review by Carteret County. Modified stormwater plans, erosion control plans and utility
plans prepared in support of the CAMA permit modification request have been submitted
to the respective review agencies and are currently under plan review.
The marina basin, open water channel and canal have been excavated and stabilized
along with a construction access roadway and a spoil facility. Bulkheads and slip
facilities have not been constructed to date.
The following summarizes the primary differences between the permitted and the
proposed modification to the development plans.
Permit #128-00
Project Acreage 62
Residential Lots/Units 60
Minimum Lot Size 20,000 sq.ft.
Waste Treatment New WWTP
Modification
Request
Multi-Story Villa Building
Multi-Story Villa/
Commercial Building
Inn with Guest Rooms
62
86
3,174 sq.ft.
Expanded WWTP
Proposed
Proposed
Proposed
Page 1 of 2
01
1i^ 2
S -.
Upland Development
The proposed plan has eliminated the minimum 20,000 square foot lots and reconfigured
the lots to a cluster development arrangement with a minimum lot size of 3,174 square
feet. The average lot size is 16,223 square feet. The lot configuration has changed, and
the lot count has increased to%lots. There is also an addition of 15 villa units. An Inn
with guest rooms, cottages, fitness center meeting rooms and club are also new to this
plan. The previously approved pool has been relocated to be adjacent to the Inn while the
ship's store, restaurant, office, fuel tanks and parking area are still located in the general
area as approved under Major CAMA Permit # 128-00. The river club (now called the
Outfitters Club), pedestrian pier and gazebo are still included in the project amenities.
A low density best management practice (BMP) strategy has been prepared for the
property to protect the marina waters and adjacent waters from stormwater run-off
pollutants. The project has been designed under the low density provision of the NC
Division of Water Quality stormwater regulations. Infiltration basins and closed end
roadside swales will be employed to minimize the stormwater fun-off into the marina
basin. The residential lots surrounding the basin will be graded to direct most stormwater
away from the basin and the surrounding waters.
Marina Basin
The Marina facility is currently permitted for 53 commercial and residential boat slips
with fuel service and sewerage pump-out facilities. The constructed basin and entrance
channel and canal were dredged to a depth of -3.0 feet NLW to match the depth of the
connecting channel, Salter Creek, which is also at a current depth of -3.0 feet NLW. The
current permit allows the basin to be dug to a depth of minus 3.0 feet NLW and the
connecting channel to a depth of minus 3.0 feet NLW. The final depth of the basin and
channel will not exceed the depth of the adjacent connecting navigable channel, Salter's
Creek, which was surveyed to be minus 6.5 feet NLW in 1999. The connecting channel
and marina basin will be bulkheaded with approximately 2,000 linear foot of upland
bulkhead.
-Minor adjustment of the circulation canal. The circulation canal is designed to
encourage additional flushing for the marina basin by providing a second outlet to the
surrounding waters. The dissolved oxygen model does not use the circulation canal as a
value in determining projected DO levels. The 30" pipe will be modified in length from
170' to 215'.
A Dissolved Oxygen Model was performed for the minor basin and canal configuration
changes under Major CAMA Permit #128-00. Predicted dissolved oxygen values show
very little degradation in the values of dissolved oxygen predicted and remain above the
5.Omg/L threshold.
Page 2 of 2
RON MP4
Rlt-U(DS8 U3
APPLICATION for
Major Development Permit
past revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
I/%
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Snug Harbor Partners, Llc Marina Village at Snug Harbor
?
Applicant 1: First Name MI Last Name
A .:
Brinkley Melvin <.,
Applicant 2: First Name MI Last Name ' l }'
Tripp Winn
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
252 Highway 70 East Sea Level NC
ZIP Country Phone No. FAX No.
28577 U.S. 919 - 225 - 4411 ext. 919 - 225 - 1670
Street Address (if different from above) City State ZIP
Email
[e-mail]/[e-mail]
1
1)"
2. Agent/Contractor Information
Business Name
Jdavis Architects, Pllc
Agent/ Contractor 1: First Name MI Last Name
Talmage M Hall
Agent/ Contractor 2: First Name MI Last Name
Lawrence R Zucchino
Mailing Address PO Box City State
510 Gelnwood Avenue, Suite 201 Raleigh NC
ZIP Phone No. 1 Phone No. 2
27603 919 - 835 - 1500 ext. 292 919 - 835 - 1500 ext. 225
FAX No. Contractor #
919 835 1510 N/A
Street Address (if different from above) City State ZIP
Email
[e-mail][e-mail]
<Form continues on back>
252-503-23338 .. 1-333-4RC0A,ST .. wwere.r ccoastalmanages ent.net
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 252 Highway 70 East

Subdivision Name City State Zip ?
Marina Village at Snug Harbor Stacy Township NC 28577

Phone No. Lot No. (s) (if many, attach additionale with list)
N/A - - ext. N/A,
a. In which NC river basin is the project located? b. Name of body of water nearest to propos%li;oject s
White Oak Salters Creek/Nelson Bay.
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the propos ?' 'ect site.
®Natural []Manmade []Unknown Core Sound/Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the pro
[]Yes ®No work falls within.
Carteret County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
+/- 5,200 Ln. Ft. +/- 62.20 / 2,709,432 Sq. Ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Min: 3,174 Sq. Ft., Max: 29,271 Sq. Ft., Avg: 16,223 Sq. Ft., NWL (normal water level)
Avg 5.0' ®NHW or ?NWL
(if many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Loblolly Pine, Shrub Thicket
f. Man-made features and uses now on tract
Abandoned roadway and out buildings, marina channel, canal, basin and temporary spoil facility.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Agricultural farmland
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
unzoned (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?
<Form continues on next page>

25'2-1303-230S .- Z-8378-4RCOAST .. ??ssarvs. cc as I e? a ea????.s???
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Develop Permit
M. (i) Are there wetlands on the site?
M V7
®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?N

(iii) If es to either i or (ii) above, has a delineation been conducted?
i
l ®Yes ?No
# w
e)
lab
(Attach documentation, if ava
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
No existing drinking water supply available
p. Describe existing storm water management or treatment systems.
Stormwater plan from previous permit(s) see sheet SD2
?'1
r ?

5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Cluster development subdivision, roadway, utlities and building sites will be prepared for development construction of
residential and commercial buildings
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The construction methodology will be in line with that typical of constructing this type of project in accordance with local and
state guidelines. Types of construction equipment used is currently unknown. Any equipment used for more than a day will
be stored on site and properly secured
d. List all development activities you propose.
Modified and expanded ship's store, fuel service, restaurant, parking, inn, club, amenities, utilities, residences, a pedestrian
pier, gazebos, marina basin, connecting channel and upland bulkhead .
e. Are the proposed activities maintenance of an existing project, new work, or both? New work and expansion of an existing
project
f. What is the approximate total disturbed land area resulting from the proposed project? 4125 ?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?
h. Describe location and type of existing and proposed discharges to waters of the state.
Project will be designed to minimize discharges to surface waters
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.
<Form continues on back>
252-603-23,03 .. 1-383-4rCOE` S .. 1Aww.necoastalrnanage-tient.net
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Dev ment Permit
d
6. Additional Information
In addition to this completed' application form, (MP-1) the following items below, if applicable, must be submitted in order for the applccabo
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the applicaf
.;
instruction booklet on how to properly prepare the required items below. ?.
a. A project narrative.'
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present st
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to i 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 Open Ground Farms Phone No 919-728-2212
Address P.O. Drawer B, Beaufort, NC 28516
Name DMF Morehead Regional Office Phone No. 252-726-7021
Address 3441 Arendell St., Morehead City, NC 28557-3209
' Name NCDOT - County Maintenance Yard Phone No. 252-223-4811
Address 139 Masontown Rd, Newport, NC 28570
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Major CAMA Permit # 128-00 (Active) NCDLQ-Project No. 970420CA - 4/27/2000
NCDWQ - Project No. SW8950431 - 5/2000 NCDWQ - Project No. 990658 - 2/3/2000
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 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.
r.
Ilk,
dP

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 May 5, 2008 Print Name Talmage Mark Hall, ASLA
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culve [N? (]'?/]r=
®DCM MP-3 Upland Development L5 !?
®DCM MP-4 Structures Information O C T 2 4 2008
DENR - WATER 4UAL `r
WETLANDS AND STORMWATER BRANCH
252-S03-2308 .. 1-333-4RCOAST ,. a.e ,cc?as r a ?? c?f.rs i

Form DCM MP-2
EXCAVATION and FILL

(Except for bridges and culverts).
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sectionl?;Of=:the Joint t .;
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. 3
vd7
Access her
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization
widen canal 162'
Length N/A N/A N/A N/A N/A circulation
340'northside
channel
Width N/A 15' N/A N/A N/A N/A 14'
Avg. Existing +5.0' NLW
Depth N/A existing
9 N/A N/A NA NA 0.0' NLW
Final Project -3.0

Depth N/A 0
N/A
N/A
NA
NA
0.0' NLW
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. Fine Sand
N/A
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.
d. High-ground excavation in cubic yards.
Approximately 1,500 cu. yd.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
At northern end of site at existing spoil site Approximately 400'x400'x4'
c. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
Off-site (to be determined)
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-838-4RCOAST :: ovLvw.nccoastalmanacernent.net revised: 12/26/06
acorn Cu I -2 (Sxcava"Eon and iER, ?agcy 2 of 2)
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b.
®Bulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: 0' d.
e. Type of stabilization material: f.
composite vinyl sheet pile w/ concrete cap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill N/A Riprap
Breakwater/Sill Other
i. Source of fill material.
N/A
J.
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area General upland fill
(iv) Purpose of fill
Elevated home/building and roadway sites
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 b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
See attached erosion control plan - sheet SD-2R Dragline and backhoe
c. (i) Will navigational aids be required as a result of the project?
®Yes ?No ?NA
(ii) If yes, explain what type and how they will be implemented.
2 channel markers installed upone completion of marina basin
and channel bulkhead and removal of the earth plug
d. (i) Will wetlands be crgwed in transporting equipment to project
site? ?Yes 99o ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
5 May 2008

sectioixnot applica&
Length:
Width: 2'
Maximum distance waterward of NHW or NWL: 0'
(i) Has there been shoreline erosion during preceding 12r
months?
?Yes ?No ®NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
N/A
Talmage Mark Hall, ASLA
Date
Marina Village at Snug Harbor
Project Name
Applicant Name
Applicant Si nature
252-808-2308 :: 1-888-4RCOAST :: vvvuvs.nccoastalmanagennent.nat reprised: 12/26/06

Form DCM MP-3
UPLAND DEVELOPMENT
t

(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. 37 Cluster lots, 7 Bungalow lots, 18 Townhome lots, 15
62 Residential lots and homes, 9 cottages, 15 villa units,
roadways, clubhouses, inn, cottages, restaurant, ship's
store, recreational amenities, pier and (4) gazebos
c. Density (give the number of residential units and the units per
acre).
86 lots/units at a gross density of 0.72 lots/units per acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ?No ?NA
(ii) If yes, list the date submitted: Same as CAMA application
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Approximately 14%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
12.44 Ac./62.20 Ac. = 20%
j. Describe proposed method of sewage disposal.
Gravity collection to pump station to package treatment
plant to infiltration basin
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Project is designed to minimize discharges to surface to the
greatest extent practical
Villa units, 9 cottages
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
approximately 25 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt roadways and alleys, gravel drives and walks,
concrete walks, brick walks
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ?No ?NA
(ii) If yes, list the date submitted: Same as CAMA
application
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation.
292-808-28082 :: 1-8SS-4RC0AST :: vErww.necoastaimanagement.net revised: 12/25/06

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Community well and distribution system
o. When was the lot(s) platted and recorded?
Pending

n. (i) Will water be impounded? ?Yes ?t+Ja ?NA
e. 3
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ?No ?NA
May 5, 2008
Date
Marina Village at Snug Harbor
Project Name
Talmage Mark Hall, ASLA
Applica t Name
L
Applicant Si ature
252-808-2803 :: 1-M-41RCO ST :: www.nccoastaImanaciement.net revised: 12126/061
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
i ?
?s. .1
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of thik t
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS []This section not applicable
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 235'
(iv) Width 6'
(v) Floating ?Yes ONo
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 15'
('iv) Width 15-
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
53
(ii) Number of slips existing
0
b. (i) Will the facility be open to the general public?
?Yes ®No
(v) Floating ?Yes ®No
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number 27
(iii) Length 15'
(iv) Width 5-
(i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
® Dockage, fuel, and marine supplies
® Dockage ("wet slips') only, number of slips: 53
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
® Other, please describe:
Fuel Service, pumping service
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:
k. Typical boat length: 22' to 42'. 45' max
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
84
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Charter boats, mixed types
1. (i) Will the facility be open to the general public?
?Yes ®No
252-808-2808 :: 1-888-4RCOAST :: vvww.nccoastalmanagement. net revised: 12/27106
For DC M §VIP- (Structures, Page 2 of -1)

?i

2. DOCKING FACILITY/MARINA OPERATIONS
?This s ?i not apjlic?ble
a. Check each of the following sanitary facilities that will be included in the proposed project.
® Office Toilets
y°
® Toilets for patrons; Number: 4; Location: In ship's store and Restaurant r
® Showers
® Boatholding tank pumpout; Give type and location: Dedicated marina slip near ship's store
b. Describe treatment type and disposal location for all sanitary wastewater.
Gravity collection force main to package treatment plant
c. Describe the disposal of solid waste, fish offal and trash.
Trash receptacles at marina boardwalk and dumpster at ship's store
d. How will overboard discharge of sewage from boats be controlled?
Marina policy and posted signage
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(3) at marina
(ii) Give the location and number of "Pumpout Available signs proposed.
(3) at marina boardwalk
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
See item 2i below
g. Where will residue from vessel maintenance be disposed of?
No boat maintenance operation is proposed
h. Give the number of channel markers and "No Wake" signs proposed. 2 (See plat)
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
Fuel service dock near ship's store. Automatic cut-off valves, containment equipment on-site and signage
j. What will be the marina policy on overnight and live-aboard dockage?
No live aboards
k. Describe design measures that promote boat basin flushing?
Basin shallower than receiving channel, sloping bottom and uniform perimeter
1. If this project is an expansion of an existing marina, what types of services are currently provided?
None
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ®No

252-803-2803:.- 1-88€8-4RCOAST :: www-nccpastallmanagennent.nat revised: 12127106
Fob' DCPil NIP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
?WL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
(SAV), shell bottortiroR
3. BOATHOUSE (including covered lifts) E3 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.
4. F I GROIN (e. g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.)
a. Length
®This section not applicable
b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
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
b. Number AMNOW
®This section not applicable
d. Description of buoy (color, inscription, size, anchor, etc.)
none
e. Arc of the swing
7. GENERAL
252-808-28€28 :: 1-888-4RCOAS'T :: www.nccoastaimanagement.net revised: 12/27/06
For rJCdY1 P- ( tructur°es, Page; 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
+/- 2000' to north and to the south
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Salters Creek, Approximately 600' wide
e. (i) Will navigational aids be required as a result of the project?
OYes ®No ONA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking
N/A
d. Water depth at waterward end of structure at NLW
-3.00 NLW
s
K?- e
9W
f
8. OTHER C1 This section not applicable
a. Give complete description:
Items c(i) thru c(v) and item e(i) thru e(v) pertain to the boardwalk and gazebo at the Outfitters Club
Item d(i) thru d(v) pertains to the finger piers in the marina basin
See the attached project narrative for additional information
The marina basin has a 5'X17' fuel dock - See sheet CP6 for details
There are (3) wooden upland gazebos planned for the development:
(1) 20'x40' gazebo adjacent to the north side of the connector channel at lot 26
(1) 15'x30' gazebo adjacent to the south side of the marina basin across from lot 14 and lot 15
(1) 15'X15' gazebo adjacent to the pedestrian connector between lots B3 and B4
Note: The upland gazebos will be built in the same style and manner as the 15'X15' gazebo at the end of the pedestrian pier
May 5, 2008
Date
Marina Village at Snug Harbor
Project Name
Talmage Mark Hall, ASLA
Applicant Name
is,
Applicant Si nature
252-808-28G3:: 1-888-4RC®AST :: wvv:w.ricc€aasta€management.not revised: 12/27/06
Form 59M MP-5
BRIDGES and CULVERTS.
V,
V
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other section;6 the Jo t,
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ?This section rhapplicable
?a
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Government OPrivate/Community Proposed circulation channel
c. Type of bridge (construction material):
Marine treated wood
e. (i) Will proposed bridge replace an existing bridge? ?Yes ONO
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
d. Water depth at the proposed crossing at NLW or NWL:
Approximately -0.50' NLW
f. (i) Will proposed bridge replace an existing culvert? ?Yes ONO
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9. Length of proposed bridge: 100'
h. Width of proposed bridge: 10'
i. Will the proposed bridge affect existing water flow? ?Yes ONO j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ?Yes ONO
If yes, explain:
k. Navigation clearance underneath proposed bridge: Not a
navigable water body
1. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ONO
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: Minimum T from
waters? ?Yes (ONO lowest bridge member Yv© uv-- - a v _ o
If yes, explain:
2. CULVERTS OThis section not applicable
a. Number of culverts proposed: 1 b. Water body in which the culvert is to be placed:
High ground will be excavated for placement of culvert
< Form continues on back>
252-308-2808 :: 1-888-4RCO AST :: www.necoastaimanagement.net revised: 10/26/06
F vir'M DC MI P-5 U"Sridges; and sCulvre nits, Page 2 of 4)
c. Type of culvert (construction material):
'• ' >;v y y
P.V.C.
d. (i) Will proposed culvert replace an existing bridge?
?Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
e. (i) Will proposed culvert replace an existing culvert?
?Yesk' ON,
If yes," y
(ii) Length of existing culvert(s): '
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
f• Length of proposed culvert: 215'
h. Height of the top of the proposed culvert above the NHW or NWL.
+/- 20"
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ONo
If yes, explain:
9• Width of proposed culvert: 30" Dia.
i. Depth of culvert to be buried below existing bottom contour.
+/-10"
k. Will the proposed culvert affect existing water flow?
?Yes ®No
If yes, explain:
3. EXCAVATION and FILL ?This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within 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:
N/A
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ®Yes ?No
If yes,
(ii) Avg. length of area to be excavated: 200'
(iii) Avg. width of area to be excavated: 14'
(iv) Avg. depth of area to be excavated: +/- 5'
(v) Amount of material to be excavated in cubic yards: 1,000 cy
252-808-2808 :: 1-838-4RCOAST :: www.nccoastaimanagement.net revised: 10/26/06
For DC P- 413ridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: On-site

(ii) Dimensions of the spoil disposal area: N/A;r'
(iii) Do you claim title to the disposal area? ®Yes ?No (If no, attach a lettergranting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes ?No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or' II
bottom (SB)?
?CW ?SAV ?WL ?SB ®None 3
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ®No
If yes, give dimensions if different from (ii) above.
e.
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within 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:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ?Yes ®No detour structures? ?Yes ®No
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaImanagement.net revised: 10126/06
Form l'Cr P-5 (BEdges and Cult terlts, Page 4 of 4)
c. Will the proposed project require any work channels?
If yes, complete Form DCM-MP-2.
?Yes ®No
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Backhoe
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
,,
?ol s
d. How will excavated or fill material be kept on site an d?erosio.?
controlled?
Erosion control fencing.
f. Will wetlands be crossed in transporting equipment ter jest site?
?a,'.®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
May 5, 2008
Date
Marina Village at Snug Harbor
Project Name
Talmage Mark Hall, ASLA
Applicant Name
Applicant S nature
252-808-2808 :: 1-838-4RCOAST :: www.nccoastalmanagement.net revised!: 10/26/05