20071322 Ver 1_CAMA Permit Application_20070801

a
~.
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
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality, Wetlands Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28SS7
DATE: 30 July 2007
SUBJECT: LAMA Application Review
D~~~22
Respond to Doug Huggett
Morehead City Office
Q~c~~od~~
AUG 1 -.2007
DENR - WATER QUALITY
VVETLAND3 AND STOttMMATER ~FtANCH
APPLICANT: Waterside @ The Pointe Mr. Robert Faros
PROJECT LOCATION: Washington County off NC Hwy 32 upstream of the Albemarle Sound
Bridge on the Southern side of the Albemarle Sound near Roper, North Carolina.
PROPOSED PROJECT: Applicant proposes to construct a pier, platform, finger piers, mooring
piles, gazebos, cement walkway, boat ramp and launch pier in association with amixed-use
residential development. Installation of riprap along the shoreline is also proposed.
Please indicate below your position or viewpoint on the proposed project and return this form by 20
August 2007. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY
Signed
N~o`,~s Carol'na
dvatural~y
This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Date
943 Washington Square Mall, Washington, North Carolina 27889
Phone:[phone] FAX: [phone] Internet: www.ncxoastalmanagementnet/
An Equal opportunity 1 Affirmative Aclion Employer- 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Waterside @ The Pointe
2. LOCATION OF PROJECT SITE: Washington County off NC Hwy 32 upstream of the Albemarle Sound
Bridge on the Southern side of the Albemarle Sound near Roper, North Carolina
Photo Index - 1995, 133-1410: E2, F2, F3, F4 2000, 133-1561: V10, V9, U8, U7
2006, 133-6743: C16, D16, D17, D18, E18
State Plane Coordinates - X: 2,741,800 Y: 813,200
Leonard's Point Quadrangle -Upper Left Corner
3. INVESTIGATION TYPE: CAMA & Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3 July 2007
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 18 July 2007
Office -Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - 1994 Washington County Land Use Plan
Land Classification From LUP -Conservation (water), Rural (land)
(B) AEC(s) Involved: Estuarine Water, Public Trust Area and Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: private (community)
(E) Wastewater Treatment: Existing -none
Planned - LPP system and septic tank
(F) Type of Structures: Existing -none
Planned -pier, platform, finger piers, 12 mooring pilings ,riprap, boat
ramp, groins, town homes, condominiums
(G) Estimated Annual Rate of Erosion: 1 foot
(H) Source -applicant
7. HABITAT DESCRIPTION:
DR6~rED (~Ti~#.~o:R
(A) Vegetated Wetlands
(404)
(B) Non-Vegetated Wetlands
' ~- 654 ft2 11,546 ftz
(shaded)
S un ~
om)
(C) Ot er'(` p rids)
covered
X45 acres
(D) Total Area Disturbed: ~1,962,400ft2 (45 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a pier, platform, finger piers, mooring piles,
gtazebos, cement walkway, boat ramp and launch pier in association with amixed-use residential
development. Installation of riprap along the shoreline is also proposed.

Waterside @ The Pointe
Mr. Robert Farris
Washington County
Proiect setting
The project site is located off NC Highway 32 on the upstreatm side of the Albemarle Sound
Bridge on the south side of the Albemarle Sound near Roper in Washington County, North Carolina.
The size of the entire tract is 46.37 acres. The tract has been denuded of the maj ority of vegetation in
preparation for the construction of mixed-use residential development. A f 15' high natural bluff
dominates the approximately 1011 linear feet of shoreline. The average distance from the toe of the
erosion escarpment to the Normal Water Level is X12'.
The adj acent property on the upstream (western) side is a developed residential lot with a pier
and riprap along the shoreline. The adjacent property on the downstream (eastern) side is an
undeveloped lot.
The Albemarle Sound is classified as SB by the Environmental Management Commission at
the project site. The Albemarle Sound is Coastal waters and is not open to shell fishing.
Proiect description
The applicant proposes to rip rap X1024' of shoreline. Approximately 51 linear feet of the
proposed riprap will be below the NWL. The remaining 973 feet of riprap will be located above the
NWL. The applicant proposes to construct a ~6' by ~ 185' pier with a t6' by X26' T-Head platform
on the terminal end. Four ~2' by ~ 10' finger piers will be located near the T-head platform to create
ten fixed boat slips. Twelve mooring pilings will be installed in association with the boat slips.
Construction of a f 12' by X25' boat ramp is proposed on the downstream side of the property.
Riprap groins, 25' in length, will be located on both sides of the proposed boat ramp. A ~5' by X40'
launch pier is proposed adjacent the boat ramp.
Three 20' by 28' wooden decks with a 12' by 12' covered gazebo located on the decks are
proposed along the len~~th of the shoreline. These structures are located a r~~~imately 40 an ward
of the NWL. These gaz~os will be concrete by a 5' wide cement pe es ri path~`The"a lean also
proposes 7 condominiums, 21 town homes, 75 single-family home sites, and parking for the
proposed boat ramp on the upland portion of the tract.
Anticipated facts
The project will result in localized turbidity as a result of the construction of the boat ramp,
riprap and pier structures. The construction of the boat ramp, riprap, and groins as proposed will
result in the filling of approximately 1654 ft2 of Sound bottom. Additionally, the piers, finger piers
and platform will shade approximately 1,546 ft2 of Sound bottom. The total upland disturbance is
approximately 45 acres.
Kelly Spivey - 30 June 2007

LAMA MAJOR NARRATIVE
Waterside @ The Point
1. APPLICANT: WATERSIDE @ THE POINT, LLC
ATTN MR. ROBERT FARRIS
201 Lane Drive
Elizabeth City, NC 27909
252-264-3222
2. Purpose of Development: Mixed use residential development.
Shoreline stabilization and private community water access
3. Property: 46.37 acres adjacent on the south side of the Albemarle Sound just west of the NC Hwy 32
Bridge in the Community of Pea Ridge. Shoreline consists of a sandy beach and 10-12 tall bluff subject to
erosion and sloughing during storm events. No wetlands exist on site. No SAVs were observed during the
water depth survey and SAV investigation.
4. Receiving Stream: Albemarle Sound.
5. Site soils: Tarboro Sand and Dragston Sandy Loam
6. PROPOSED DEVELOPMENT:
• 230 LF X 6 ft wide wood pier (184.75 ft waterward of NWL, 45.25 landward of NWL to include
stairs going down slope over proposed riprap)
• Pier will contain - 10 boat slips, 4 finger piers, 12 tie pilings, 26ft X 6 ft T-head platform, two
stairs on either side of pier to access soundside beach
• Emplacement of 973 LF X 20 ft wide riprap shoreline stabilization (landward of NWL in attempt
to retain soundside beach) at base of erosion escarpment.
• 51 LF X 4 ft avg. X 1 ft depth of this rip rap stabilization will occur in the will occur waterward
of the NWL at west end of property and will tie into the exiting riprap stabilization. Maximum
distance waterward of NWL is 6.6 ft.
• Vegetation clearing and grading of area underneath riprap and also landward of proposed riprap to
soften erosion escarpment on highground bluff and create a non erosive slope (6V :1H) behind rip
rap, and re-vegetate slope.
• Improve existing sand boat ramp area by sinking a 12 ft wide Geoweb material into the sand and
mixing gravel into the sandy surface within the holes into the honeycomb structure of the Geoweb
to provide a small vessel boat ramp with minimal impact to the beach and substrate and to provide
a boat ramp with minimal Long term maintenance. Minor ripia~ ein~ l~'~ e ~ along the sides of
the ramp will occur to stabilize the ;de of the Geoweb an'deven of the Tamp.
drYS.,. kx.'~ _. .. ate. ~~ W' •,- -
• Construct 50 ft X 5 ft vesset access pier along west side ~if~Geowe p
• Construct three 20 ft X 28 ft wood de~l.~ each contaiiin~ a 12' X 12' roo e gazebo with seatin`T
+ Pour concrete walkways (all landward of the 30 ft Buffer) per attached plats to access decks,
gazebos and community water access pier and beach.
The project has an existing Sedimentation and Erosion Control approval.
NC DLQ P~oj~ ct number ~t.ashi~2007-002
~~~..
The project, has an exrstmg stormwater'managementperrnit.
NCDWQ project number SW 70700234
Environmental Professionals Inc.
Kendall Turnage
07/ 12/07

DCM MP-1
A LC 0 for --
ado ~~; eue opment Permit o 7 - ~ 3 2 2
~..
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAG NT
7. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Waterside @ The Point Llc WATERSIDE @ THE POINT
Applicant 1: First Name MI Last Name
FARRIS Robert
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
201 Lane Drive Elizabeth City NC
ZIP Country Phone No. FAX No.
27909 USA 252 - 264 - 3222 ext. 252 - 264 - 3022
Street Address (if different from above) City State ZIP
N/A -
Email
1 [e-mail]
2. AgenbContractor Information
Business Name
Environmental Professionals, Inc.
Agent/ Contractor 1: First Name MI Last Name
KENDALL E TURNAGE
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
PO BOX 3368 3368 Kill Devil Hills NC
ZIP ~ Phone No. 1 Phone No. 2
27948 ' 252-441-0239 - - ext. _ _ ext.
FAX No. Contractor #
252 441 0721
Street Address (if different from above) City State ZIP
1404 South Virginia Dare Trail Kill Devil Hills NC 27948 -
Email
[e-mail]
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
WASHINGTON NC HY 32
Subdivision Name City State Zip
WATERSIDE @ THE POINT PEA RIDGE NC 27970 -
Phone No. Lot No.(s) (if many, attach additional page with list)
1-75 (single family homesites lots) ,common area that
- - ext. includes all other development , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
as ~ ~, J-~- ~„ t ~ ALBEMARLE SOUND
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ^Manmade ^Unknown ALBEMARLE SOUND
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
^Yes ®No work falls within.
No zoning in Washington County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1011.3 feet 46.37 acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
0.25 to 0.90 acres, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 0-15 ft ^NHW or ®NWL
e. Vegetation on tract
Pinus taeda, Myrica cerifera, Liquidambar styraciflua, Vitis sp., Rhus copallina, Taxodium distichum, Quercus falcata,
Magnolia virginiana, Arundinaria gigantea ,sassafras albidum
f. Man-made features and uses now on tract
One residential home
g. Identify and describe the existing land uses adjacent to the proposed project site.
Resideritial properties I
h. How does local government zone the tract? ' i. Is the proposed protect consistent with the applicable zoning?
it No zoning (Attach zoning compi"ance certificate, if applicable)
^Yes ^No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ^Yes ®No
(ii) Are there coastal wetlands on the site? ^Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ^Yes ^No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
NONE EXISTING
o. Describe existing drinking water supply source.
WASHINGTON COUNTY WATER DEPARTMENT
p. Describe existing storm water management or treatment systems.
NONE EXISTING
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ^Public/Government
®PrivatelCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Shoreline stabilization and community water access for residential development
Riprap shoreline stabilization, highground slope grading, 10 slip community access pier, geoweb boat ramp, vessel access
pier, concrete walkways, wood decks with gazebos
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.
Pier construction to begin first, followed by grading within the slope in preparation for riprap emplacement, riprap
emplacement, construction of decks and gazebos, concrete walkways, geoweb boat ramp and vessel acces pier to be
constructed lastly.
d. List all development activities you propose.
Riprap shoreline stabilization, highground slope grading landward of riprap, 10 slip community access pier with mooring
pilings, handrails, T head and stairs to access beach, improve existing dirt boat ramp with a geoweb boat ramp (with gravel
infill in geoweb), vessel access pier, concrete walkways, wood decks with gazebos
e. Are the proposed activities maintenance of an existing project, new work, or both? NEW
f. What is the approximate total disturbed land area resulting from the proposed project? 46 +/- ^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?
i h. Describe location and type of existing and proposed discharges to waters of the state.
surface runoff
i. Will wastewater or stormwater be discharged into a wetland? ^Yes ®No ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ^Yes ^No ®NA
j. Is there any mitigation proposed? ^Yes ®No ®NA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (fl are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Mr. Edsel Grayson, Jr. Phone No.
Address 1789 NC Hwy 32N Roper, NC 27970
Name Ms. Beulah Simpson Phone No.
Address 442 Pea Ridge Road, Roper, NC
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NCDLQ #Washi2007-002
NCDWQ #SW7070234
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.
7. Ce "nand - e 's io to- e o and
I un i i. 5 ti n will allow onl the development described in the application.
The i t e U to tti i i ~~"~
s n tes ~ae~~iri tfie ermt.
I ce~! that I ama' ~ ed to,grant, and do m fac~grant permission to rep~eseq at~ves of state and federal review agencies to
entef"~n'the afore nt oned lands in connection with evaluating information re ated 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 Print Name .. , ,
Signature -.~.r~,._~~
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ^DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
u- .. ~-5~3-=~'~` T a. ~w~~~as~t~~r~~rts~~.z~&

Form DCM MP-2
EXCAVATION and F I L L
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
45'
Length 25' below (2) 25'
NWL
Width 12' (2) 3'
Avg. Existing 2
'5 NA NA
Depth .
2.5
Final Project
Depth (Geoweb NA NA
application)
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. N/A
NONE
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (VNL)? 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
d. High-ground excavation in cubic yards.
N/A only grading behind riparap
I, 2. D t ,~, _ _ ' L ®This section not applicable
N/A
area.
b. Dimensions of disposal area.
N/A
,. (i) Do you claim title to disposal area?
^Yes ^No ®NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of disposal in these areas:
N/A
d. (i) Will a disposal area be available for future maintenance?
^Yes ^No ®NA
(ii) If yes, where?
(i) Does the disposal include any area in the water?
^Yes ^No ®NA
(ii) If yes, how much water area is affected?
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3. SHORELINE STABILIZATION ^This section not applicable
(If development is a wood groin, use MP-4 -Structures)
a. Type of shoreline stabilization:
^Bulkhead ®Riprap ^Breakwater/Sill ^Other:
5(1 LFx )
c. Average distance waterward of NHW or NWL: 4 ft
e. Type of stabilization material:
Riprap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill N/A Riprap 204 SF
Breakwater/Sill N/A Other N/A
i. Source of fill material.
NCDLO approved quarry -dependent upon contractor
b. Length: 51 ft
Width: 4 ft avp waterward of NWL
d. Maximum distance waterward of NHW or NWL: 6.6 ft
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ^No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
1 f¢t (applicant observation)
h. Type of fill material.
riprap - highground only
4. OTHER FILL ACTIVITIES ^This section not applicable
(ExGuding 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, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water GRAVEL: 25' other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
x 12' x .5' gravel = 5.5 CY (will be confined by geoweb) ^CW ^SAV ^SB
Rai rap= (25' x 3' x 1') X 2 sides = 5.5 CY
(...)
ui Dimensions of fill area 25' x 12' boat ramp area ^WL ®None
(iv) Purpose of fill (ii) Describe the purpose of the fill in these areas:
Improve existing boat ramp by utilizing GEOWEB base Gravel will be used to infill the geoweb boat ramp for
stabilization of the deep weblike material. The geoweb will be
sunk into sandy shoreline with minor gravel infill for Boat sunk into the sandy shorline as far as possible prior to infill with
Ramp. Minor Riprap stabilization (listed under groins) gravel. Th appliacnt inteneds for the ramp to mimic the existing
along sides of geoweb to prevent undermining of Geoweb shoreline slope which is already used as a boat ramp. Riprap
will be used along sides of ramp to stabilze sides of geoweb
boat ramp.
a. Hoxcavated or fill material be kept on site and erosion
co
fabric under riprap, silt fencing and revegetation in
ed areas
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.
N/A
b. Why pe of Fort ct~o 4~ipment will be used (e.g., dragline,
backr7oeQor h ~ raufic`dre e~?
-afro -w» :5 ~ mss, ,._,.
Bulldozer, large excavator for riprap, dumptruck
d. (i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
N/A
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Date
' ~~
I,~ ~f Cv s ; ~1 P / ~f t C: ~Ci ; ~,-~-
Project Name
-,
i /~~~
Applicant Name
Applicant Signature
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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
7. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
^Commercial ^Public/Government ®Private/Community
^This section not applicable
b. (i) Will the facility be open to the general public?
^Yes ®No
c. (i) Dock(s) and/or pier(s) d
(ii) Number 2
(iii) Length 185' 40' (portions waterward of NWL only)
(iv) Width 6' 5'
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ®Yes ^No
If yes:
(ii) Number 1
(iii) Length 26'
(iv) Width 6'
(v) Floating ^Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
10
(ii) Number of slips existing
0
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: 20 ft
m. (i) Will the facility have tie pilings?
®Yes ^No
(ii) If yes number of tie pilings?
12
(i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ^No
4
10
2' avg
^Yes ®No
f. (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 ('lnret slips") only, number of slips: 10
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
Describe the typical boats to be served (e.g., open runabout,
charter boats; sail boats, mixed types).
,~;~
13-25 ft open runabouts
I. (i) Will the facility be open to the general public?
^Yes ®No
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2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
^ Office Toilets
^ Toilets for patrons; Number: Location:
^ Showers
^ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
N/A
c. Describe the disposal of solid waste, fish offal and trash.
small Community trash cans all landward of 30 ft buufer at gazebo
d. How will overboard discharge of sewage from boats be controlled?
N/A
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
N/A
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
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.
N/A None proposed
What will be the marina policy on overnight and live-aboard dockage?
No overnight or live aboard dockage allowed
k. Describe design measures that promote boat basin flushing?
open water siting
I. If this project is an expansion of an existing marina, what types of services are currently provided?
No existingfacility except dirt boat ramp, no services proposed at site
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
^Yes ®No
.~~
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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 vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
^CW ^SAV ^SB
^WL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ^Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^Public/Government ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section notapplicab/e
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
,3 , ,
a. Is the structure(s):
^Commercial ^Public/Government ^Private/Community
Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
~! Description of buoy (color, inscription, size, anchor, etc.)
. ..

a. Proximity of structure(s) to adjacent riparian property lines
661 FT southwest, 344.7 FT Northeast
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
3.77 miles
e. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER
a. Give complete description:
Date
~" I' C~ L l }
Protect Name
,,--~
r~ , ,.,., ~-,-,.
App~ll~icant Name ~l///
L''1 C 1 Y
Applicant Signature ,;; _~

b. Proxirity of structure(s) to adjacent docking facilities.
450 ft minimum
d. Water depth at waterward end of structure at NLW or NWL
3.5 ft avg
®This section notapplicable

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
7 Condo buildings each with 12 units/bldg, 21 townhomes,
75 single-family homesites. Roads, parking, stormwater
management basins., Concrete walkways, three gazebos
and decks,973.5 LF X 20' riprap on highground for
escarpment stabilization, (2) 9.2' X 3' riprap on highground
for boat ramp side stabilization
c. Density (give the number of residential units and the units per
acre).
3.9 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?
b. Number of lots or parcels.
75 single family homesites, remainder is in common area
along with condominiums and townhouses
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
45 +/-acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
concrete walkways, asphalt parking
®Yes ^No ^NA
(ii) If yes, list the date submitted: February 24,2007
E&SC Permit # Washi-2007-002
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.
7.51 per cent
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
Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces,'such 8s,pavement, building, rooftops,
or to be used for vehicular driveways or parking.
(ii) If yes, list the date submitted: _Feb 24,2007
stormwater Permit No SW7070234
,t
j. Describe proposed method of sewage disposal.
A pump station and force main system will convey sewage
from multi-family units to the south end of the
development, away from the sound, for disposal through
an LPP system. Single-family homes will be on septic
systems but they are not even close the the sound.
k. Have the facilities described in Item (i) received state or local
approval?
^Yes ®No ^NA
If yes, attach appropriate documentation.
~' ;~ ,: «S«~tC~T <• ~xvw.~€~~° ,-.-.,M a r~vt~~;c~: ~;'210€~

I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ^Yes ®No ^NA
Surface Runoff If yes, attach appropriate documentation.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Washington County water system
o. When was the lot(s) platted and recorded?
Peliminary plat approval attained, no lots platted as of this
date
Date
L~-~ U f ~ ~-s ~ d ~ ~(~~ TG~ e ~o `, ,•~-F
Project Name
Applicant Name
i
~~~-~~ ju~~~~ ~!¢q~'~~~t~
Applicant Signature '
n. (i) Will water be impounded? ^Yes ®No ^NA
(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
,,~ .. .~e~~ ~, ~= B~ v ~...~. 6 ..

~%~-%~
AUTHORIZATION TO ACT AS REPRESENTATIVE FORM
Landowner of record authorizes Environmental Professionals, Inc. to:
1 • enter the property to lather environmental and site information, including delineation of
environmental regulatory jurisdictions;
2• enter the site with the regulatory agencies (i.e. U.S. Army Corps of Engineers,
North Carolina Division of Coastal Management, North Carolina Division of Water
Quality, etc.) as needed to review regulatory alignment(s) and to identify additional
regulatory jurisdictions; and
3• submit plats and other information to acquire regulatory agency confirmations and/or
approvals (U.S. Army Corps of Engineers, North Carolina Division of Coastal
Management, North Carolina Division of Water Quality, etc.); and
4• provide authorization for Environmental Professionals, Inc. to act as your agent for the
purposes of obtaining environmental permits and/or authorizations.
J'
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~Qy : _~~ Date
Client
Date

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