20060012 Ver 1_Complete File_20051229

-1 r ,.
o stem
PROGRAM
RECEIPT
August 11, 2006
VOC, LLC
P O Box 147
Harbinger, NC 27941
Project:
County:
DWQ #:
USACE Action ID:
EEP No.
Amount Paid:
Check Number:
Waterside Villages
Currituck
06-0012
200610369
ILF-2006-4410
$ 3,280.75
2102
FA t'Sq
The North Carolina Ecosystem Enhancement Program (NCEEP) has received checks as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit issued for the above
referenced project. This receipt serves as notification that the compensatory mitigation requirements for this project have
been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin Wetland Credits Stream Credits Buffer I Buffer II
CU (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold ool Warm
Pasquotank f
1
03010205 0 0.15 0 0 0 -0 0 0
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or
need additional information, please contact David Robinson at [phone].
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Tom Steffens, USACE-Washington
Kyle Barnes, DWQ-Washington
Doug Huggett, DCM-Morehead City
Michael Robinson, Landmark-Harbinger
File
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AUG ? 6 2006
WETIOA1 A,40 9fi"'MWk,Y"a 0"'H
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North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 1 www.nceep.net

El o stem ::
PROGRAM
INVOICE
July 31, 2006
DWQ#: 06-0012
COE#: 200610369
Mr. Michael W. Robinson, PE
Landmark Building & Development
P O Box 147
Harbinger, NC 27941
Project: Waterside Villages
County: Currituck
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above
reference project through payment of a fee to the North Carolina Ecosystem Enhancement Program. In accordance with 15A
NCAC 2H.0500, your fee has been calculated as follows (Please note: payment of wetlands is calculated in increments of
0.25 acres). If you have any questions concerning this payment, please call David Robinson at 919-715-5835.
Riparian Wetlands 0 acres x $ 26,246.00
Non-Riparian Wetlands 0.25acres x $ 13,123.00
Saltwater Wetland 0 acres x $131,230.00
Stream 0 linear feet x $ 219.00
Buffer - Zone 1 0 square feet x $ .96
Buffer - Zone 2 0 square feet x $ .96
Total amount of payment
Please mail a check made payable to
North Carolina Ecosystem Enhancement Program
for the total amount to the address below.
NCDENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652

$ 3,280.75
$ 3,280.75
Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM THE NC ECOSYSTEM
ENHANCEMENT PROGRAM PRIOR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE
DEPARTMENT OF ARMY PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION.
cc: Cyndi Karoly, Wetlands/401 Unit
Doug Huggett, Division of Coastal Management
Tom Steffens, USACE-Washjngton
Kyle Barnes, DWQ-Wilmington -"?
File
2006 ??
R 'sttor' ... E ... Prot", Our Stag - _, Y Wk R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 /vvww.nceep.net
A0 0F W A Tfi QG - ------- - ------. -
William G. . Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E., Director
> _? Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 6, 2006
DWQ Project # 06-0012
Currituck County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
VOC, LLC
P.O. Box 147
Harbinger, NC 27941
Subject Property: Waterside Villages
Dowdy's Bay [030154, 30-1-15, SC]
WAIVER of 401 Water Quality Certification
Dear Sir or Madam:
Your application for a.401 Water Quality Certification was received in the Central Office on December 29,
2005. According to our rules [ 15A NCAC 2H .0507 (A)], if final action is not taken within ; 60 days, the
Certification is waived unless DWQ has objected in writing to your application. Therefore, DWQ has waived
the requirement for a 401 Water Quality Certification for your plans to permanently impact or fill 0.26 acres of
Public Trust Area - estuarine waters, 0.016 acres of vegetated wetland - coastal wetland, 0.071 acres of 404
vegetated wetland, and shade 0.0027 acres of acres of Public Trust Area = estuarine waters, 0.035 arces of
estuarine shoreline - 404 wetland, and 0.093 acres of 404 vegetated wetland, for construction of a waterfront
residential community, bulkhead and riprap, as described in your application dated November 18, 2005.
However if additional impacts occur or your development plans change, this waiver is no longer valid and a 401
Water Quality Certification will be required.
Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786 if you have any questions regarding this
waiver.
Sincerely,
Cyndi Karoly, Supervisor
401 oversight/Express Review Permitting Unit
CBKlijm
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwctlands
VOC, LLC
Page 2 of 2
March 6, 2006
cc: Environmental Professionals, Inc., P.O. Box 3368, Kill Devil Hills, NC 27948
Kyle Barnes, DWQ Washington Raleigh Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Mike Street, P.O. Box 769
Morehead City, NC 27557
Paul Rawls, DWQ, Archdale Building
Filename: 060012WatersideV Uages(Currituck)Waiver_401_CAMA

AJILIA.
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
December 20, 2005
20060012
MEMORANDUM:
Cyndi Karoly
L9 n
Environmental Biological Supervisor Lj
Division of Water Quality U {? 2005
e?rrh • w??tr?
F OM: b Doug Huggett truAt.IrY
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: VOC, LLC; Waterside Villages
Project Location: East on US Highway 158, 3/4 mile south of Walnut Blvd., (SR 1186)
Currituck County
Proposed Project: Construction of a waterfront residential community, bulkhead, and riprap
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 01/10/06, to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Frank Jennings 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
incomorated. See attached.
objects to the project for reasons described in the attached
SIGNED I? DATE 316 O t (//'?J I 1367 U.S.17 South, Elizabeth City, North Carolina 2 909
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
0 t)
DIVISION OF COASTAL MANAGEMENT C? 0
FIELD INVESTIGATION REPORT d 2
1. APPLICANT'S NAME: VOC, LLC; Waterside Villages
2. LOCATION OF PROJECT SITE: East on US Highway 158, 3/ mile south of Walnut Blvd., (SR
1186), Currituck County and on the Currituck Sound
Photo Index - 2000: 189-2304 (C-G 12; A-I 13) 1995:189-1993 (F-G 10; A-H 11; A 11-12)
1989: 138-25 (D-E 13; A-F 14; A-F 15) 1984:127-701
(K-Q 17; L-P 18; L-N 19) . GPS: E070113A Jarvisburg, NC
State Plane Coordinates - X: 2924800 Y: 918600 UL
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 03/01/05; 07/01/05; 09/20/05
Was Applicant Present - Agent, Yes; No; No
5. PROCESSING PROCEDURE: Application Received Complete - 11/22/05
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Private, Residential
(E) Wastewater Treatment: Existing - On site treatment system
Planned - Same
(F) Type of Structures: Existing - Pier, riprap, old campground, basin, docks, boating
Planned - Condos, bulkhead, trails and walkways, single-family
dwelling subdivision
(G) Estimated Annual Rate of Erosion: 2 ft.
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
PTT.T .PT) T)TSTTJRBED SHADED
(A) Public Trust Area, Estuarine Waters 10,236 sf. 120 sf.
1,100 sf.
(B) Vegetated Wetlands 600 sf.
Coastal Wetlands 100 sf.
(C) Estuarine Shoreline, Uplands 10,267 sf. 3,120 sf. Redevelopment
1,709 sf. 3,608 sf. 2,133 sf.
Impervious surf. Shaded
4,201 sf. 90 sf.
21,680 sf.
4.016 sf.
(D) Estuarine Shoreline, 404 Vegetated 1,456 sf.
Wetlands 90 sf.
(E) 404 Vegetated Wetlands 3,130 sf. Wood Chip 3,756 sf.
3,336 sf. 300 sf.
Field Investigation Report: VOC, LLC; Waterside Villages
Page 2
(F) Total Area Disturbed: 75,048 (1.72 acres)
(G) Primary Nursery Area: No
(H) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a waterfront residential community, make
improvements to an existing road system, add parking and nature trails, construct a bulkhead and add to
existing riprap.
PROJECT SETTING
N '
The site of the proposed development is a 71.23-acre tract located adjacent to the east side of US Highway
158, 3/a mile south of Walnut Island Boulevard (SR 1186) intersection in Grandy, Currituck County and on
the west side of the Currituck Sound. The property is flat and has 61.32 acres of uplands and 9.91 acres of
wetlands. The wetlands adjacent to the Currituck Sound are Coastal Wetlands salt marsh vegetated with
Juncus roemerianus, Spartina cynosuroides, Cladium jamaicense, as well as Iva fmtescens and Myrica
cerifera. Landward of the Coastal Wetlands are Section 404 Wetlands vegetated with gum, live oak, red
pie; pine, wax-myr-t*, fed-bayed-eemmon-r-eed-T-he-upland-ar-e-a-of-the-pr-0pe&r"ve-getated- with---
indigenous grasses, pine, red maple, gum and has sandy soils.
The property was previously used as a campground and existing man-made features on site include a paved
road system, a clubhouse with a pool, a central sewage treatment system, a 12-foot wide and 130-foot long
pier with a 16-foot by 40-foot platform on the Currituck Sound, a 350-foot long and 40-foot wide canal from
the Currituck Sound to a 90-foot by 150-foot boat basin with a boat ramp, bulkhead, board walk and three
finger piers. The water depths in the canal and basin range from -2 feet to -7 feet below normal water level
(NWL).
Along the Currituck Sound shoreline, there is an existing concrete bulkhead that has collapsed and is
functioning as a rubble/riprap type breakwater. Juncus roemerianus is established in small clumps along the
shoreline and mixed in with the concrete rubble. A portion of the concrete bulkhead located south of the pier
is still intact; however, because of collapse of the section to the mouth of the pier, it no longer prevents sound
water from eroding the shoreline.
Located south of the concrete bulkhead is a shoreline beach area, approximately 130 feet long. There are
four jetties located approximately 30 feet waterward of NWL and relic bulkhead material located
approximately 40 feet waterward of NWL in this area. Available aerial photographs indicate that the
bulkhead in this area was viable and functioning as late as December 1, 1989, and by October 29, 1995 the
area was washed out and the jetties in place.
Located south of the beach area, the shoreline has existing riprap for stabilization. Pockets of erosion exist
along the shoreline and Juncus roemerianus is established in small clumps in these areas. A 26-foot wide and
62-foot long open-air pavilion building is located at the southeastern tip of the shoreline in this area and a 25-
foot wide and 1000-foot long canal exists along the south side of the property and connects to the Currituck
Sound. The water depths in the canal range from -1 foot to -4-1/2 feet below NWL.
Field Investigation Report: VOC, LLC; Waterside Villages
Page 3
The area south of the canal and adjacent to the Currituck Sound is a salt marsh predominantly vegetated with
Juncus roenterianus.
Other man-made features on the property include a moat that surrounds a Section 404 Wetland area; there are
three existing 6-foot wide footbridges that cross the moat to provide pedestrian access to the wetland area;
and a small dock is located on the moat.
Adjacent riparian property consists of a salt marsh area on the south side and a single-family subdivision on
the north side.
The waters of the Currituck Sound are classified as SC and are closed to shellfish taking. While submerged
aquatic vegetation was not observed at the site, Eurasian Water Milfoil is known to be present in the
Currituck Sound in this general area.
Construction is underway for a residential community (Phases 1, 2, 4, 5, 6 and 9) for this project in areas not
located in designated Areas of Environmental Concern (AECs). A new paved road system, a stormwater
drainage system, and 148 residential lots are being developed as well as a model home.
DEVELOPMENT PROPOSAL
The applicant proposes to further develop the property (Phases 3, 7 and 8) as a residential community with
shoreline stabilization, 10 condominium units with parking, roadways, stormwater collection capabilities,
walking trails, footbridges, elevated walkways and an observation deck.
The shoreline stabilization will include the repair in place of 312 feet of existing wooden bulkhead located
within the existing boat basin as well as 20 feet of boat ramp sidewalls. The existing finger piers located
within the basin will be repaired in place as needed. Access to the existing boat ramp will be improved by
adding 1,196 square feet of gravel within 75 feet of NWL.
A new 1,058-foot long bulkhead is proposed to start at the boat ramp, run along the south shoreline of the
canal and out to the Currituck Sound, turn south and follow the sound-side shoreline and waterward of the
existing concrete bulkhead/rubble structure. The new bulkhead will continue around the shoreline in the area
of the existing jetties and end where it meets existing riprap along the southeastern shoreline and near the
pavilion. The proposed maximum distance waterward of NWL for the bulkhead is 24 feet with a 10-foot
average. Approximately 10,836 square feet of Shallow Bottom Habitat mixed with Coastal Wetlands and
concrete bulkhead/rubble will be filled when the proposed bulkhead is backfilled and approximately 802 cubic
yards of backfill material will be placed below NWL. Approximately 10,267 square feet of upland area
located behind the proposed bulkhead will be filled and graded when the proposed bulkhead is backfilled.
The applicant proposes to make improvements to the existing 240-foot riprap structure by adding new rock
material an average distance of 5 feet waterward of NWL with a maximum distance of 10 feet waterward of
NWL. Approximately 53 cubic yards of riprap material will be placed below NWL and approximately 1,709
square feet of upland area behind the existing riprap will be disturbed during the placement of the stone. The
applicant proposes to fill, grade and vegetate this area after the riprap enhancement is complete.
Field Investigation Report: VOC, LLC; Waterside Villages
Page 4
The applicant proposes to construct 10 condominium buildings with eight buildings having a footprint of
approximately 60 feet by 120 feet and two buildings having a footprint of approximately 60 feet by 150 feet.
The applicant proposes to fill 3,130 square feet of 404 Wetlands to allow for the siting of building #225 and
associated paved areas. Building #169 has a footprint of approximately 4,201 square feet and is located
within 75 feet of NWL, and the parking area for building #185 and #193 has approximately 21,680 square
feet located within 75 feet of NWL.
The applicant proposes to remove approximately 3,607 square feet of existing asphalt roadway located within
75 feet of NWL. The applicant proposes to resurface or add concrete curb over approximately 2133.5
square feet of existing asphalt roadway located within 75 feet of NWL. The existing 9,387 square feet
asphalt road along the south canal will not be disturbed and will become part of a proposed walkway system.
A 160-foot by 170-foot stormwater detention pond is planned to be located east of building #149.
West of the proposed condominium area, the applicant has created 148 single-family building lots. An
existing sewage collection system is being improved and enlarged to accommodate the development. The
clubhouse, pool and tennis courts are located in this area.
The applicant proposes to construct nature trails for the residents of the development. One trail will be
located near the boat basin and will follow an existing path to the north property line. The trail will loop
back to the boat basin. The trail will cross two areas of 404 Wetlands. The applicant proposes to construct
a 6-foot wide elevated wooden boardwalk to cross these wetland areas. One boardwalk will be approximately
622 feet long and the other boardwalk will be approximately 91 feet long.
As part of the nature trail system, the applicant proposes to construct a series of 4-foot wide concrete
walkways. Approximately 4,016 square feet of the concrete walkway system will be located within 75 feet of
NWL. In the area of the moat, the applicant proposes to construct a 6-foot wide and 50-foot long footbridge
to cross the north side of the moat to access the 404 Wetland area inside the moat.
The proposed footbridge will connect a proposed concrete walkway on the north side to a proposed 4-foot
wide and 835-foot long trail made of wood chips. The trail will connect with the three existing footbridges.
In the area of building #169, the applicant proposes to construct a 6-foot wide and 50-foot long footbridge
across the existing canal located on the south side of the property. The footbridge will connect to a 193-foot
long and 6-foot wide elevated wooden boardwalk over the adjacent 404 Wetlands and terminate with a 328-
square foot observation gazebo near the south-side marsh area.
ANTICIPATED IMPACTS
The repair of 312 feet of existing bulkhead in place will result in land disturbance, filling and grading of
± 3,120 square feet of Estuarine Shoreline (ES) Area of Environmental Concern (AEC). The repair of the
existing finger piers represents no change in footprint.
The construction of 1,058 feet of new bulkhead will result in the filling of ± 10,236 square feet of Public
Trust Area (PTA) and Estuarine Waters (EW), t 600 square feet of Coastal Wetlands (CW) and 10,267
square feet of ES AECs.
Field Investigation Report: VOC, LLC; Waterside Villages
Page 5
The improvements to the existing riprap will result in ± 1,100 square feet of PTA, EW, and 100 square feet
of CW AECs being filled with riprap material and t 1,709 square feet of ES AEC being filled and graded.
The construction of the condominiums will result in 3,130 square feet of 404 Wetlands being filled and
t 4,201 square feet of impervious surface constructed within the ES AEC.
The construction of the proposed parking areas will result in t 21,680 square feet of impervious surface
constructed within the ES AEC.
The removal of existing asphalt will result in ± 3,608 square feet of land disturbance with associated filling
and grading within the ES AEC.
The resurfacing of existing roadway areas will result in the redevelopment of ± 2,133 square feet of
impervious surface located within the ES AEC.
The construction of the nature trails will result in t 4,016 square feet of impervious surface located within the
ES AEC; a total of t 1,456 square feet of elevated wooden boardwalk and the gazebo shading 404 Wetlands
located within the ES AEC; a total of ± 3,756 square feet of elevated wooden boardwalk shading 404
Wetlands; the covering of t 3,336 square feet of 404 Wetlands with wood chips; the shading of ± 300 square
feet of moat and 404 Wetlands with a footbridge; and the shading of ± 120 square feet of PTA, ES_AECs and
± 90 square feet of 404 Wetlands within the ES AEC and ± 90 square feet of upland within the ES AEC by
the construction of the footbridge across the south side canal. The proposed footbridge will limit upstream
navigation to canoes, kayaks and small skiffs. There was no evidence of public use of the canal.
The total impervious surface (existing and proposed) located within the ES AEC is t 43,259 square feet, or
17.13 % coverage.
Temporary water turbidity will occur during construction.
Submitted by: Frank A. Jennings, III
December 13, 2005
Revised December 20, 2005
CAMA MAJOR NARRATIVE
WATERSIDE VILLAGES
Grandy, NC
APPLICANT: VOC, L.L.C.

NOV 2 2 2005
COASTAL. M ANA GEMENT
el-IXA Bt. I i i CITY
PROPERTY: A 71.23 acre residential development, in Grandy, NC
148 residential lots and 10 condominium buildings with a total of 84 condominium units
PROJECT PURPOSE
The proposed activities in this CAMA Major Application will provide shoreline stabilization and proposed amenities
for the residential subdivision and condominium complex shown on the plat by Bissell Professional Group which is a
culmination of Currituck County zoning, Requirements by NCDWQ Stormwater Section and site design by the project
surveyor and engineer.
The development is proposed as a waterfront residential community and will encompass condominiums and single-
family home sites. No commercial properties, activities, marina, commercial docks or commercial facilities are
proposed or planned at this time.
PROPOSED ACTIVITIES (based on plats by Bissell Professional Group)
TOTAL AREA WITHIN 75 ft AEC: 252,433.59 SF
Total proposed impervious surfaces within 75 ft AEC: 43,259.01 SF (17.13% of AEC)
SHORELINE STABILIZATION
1. Construct a Total of 1,395 LF of wooden bulkhead
TOTAL INCLUDES: REPAIR of 25 ft along south side of boat ramp
REPAIR of existing 312 LF
NEW 1,058 LF
2. Backfill 10,836 SF waterward of NWL (behind 1058 LF bulkhead)
3. Backfill 10,267.3 SF landward of NWL on Uplands (behind 1058 LF bulkhead)
4. Redress 240 LF of Riprap along southeastern shoreline, waterward limit of new riprap shown on plat
(1709 SF of upland land disturbance associated with piacement)
404 WETLAND FILL (outside of AEC)
1. Proposed 3129.48 SF of 404 wetland fill to accommodate building construction and parking.
ROADS, PARKING AND CURBS
1. Completely Remove 1168.8 SF asphalt within the 30 ft buffer area
2. Completely remove 2438.7 SF of asphalt between 30 ft Buffer and 75 ft AEC line
3. Resurface or place concrete curb on top of 129.7 SF of Existing Asphalt within 30 ft buffer
5. Resurface 2003.8 SF of Existing Asphalt lying between 30 ft buffer line and 75 ft AEC line
6. 9,387 SF asphalt road along south canal to remain within AEC (and incorporated into walkway)
6. Construct 21,680.4 SF of NEW roads/parking/ and concrete curbing within 75 ft AEC
7. Resulting in a TOTAL of 33,201 SF of asphalt roads, parking and curbs within 75 ft AEC
BUILDINGS (within 75 ft AEC)
1. Construct 4,201.11 SF of a condominium building (building that contains units 169-176) within 75 ft AEC
2. Existing 1,676.9 SF picnic pavilion to remain within AEC
***All other proposed buildings are landward of 75 ft AEC
FOOTBRIDGES & WALKWAYS
1. Construct 6 ft X 50 ft footbridge over pond
2. Construct 6 ft X 50 ft footbridge over canal
3. Construct 328 SF elevated wooden uncovered observation deck over 404 wetlands
4. Construct a total of 857.5 X 6 ft wide elevated wood walks over 404 wetlands
5. Place 8 LF X 3 ft wide wood chips walkway within 30 ft buffer.
6.. Place 834.17 LF X 4 ft wide wood chip walking trail on the wetlands in the island for a foot path
7.. Construct a total of 4,016 SF of concrete walks on highground within 75 ft AEC
(concrete landward of 30 ft buffer, wood chips waterward of 30 ft buffer see #5)
List of Concrete Walkways within 75 ft AEC
4 'X 18.5' 4'X 156'
4' X 26.5' 4' X 253.5'
4'X 24' 4'X 76'
4'X39' 4'X53.5'
4'X 27'
4'X 310'
4'X 20'
BOAT RAMP AREA
1. Existing 164 SF concrete boat ramp to remain within AEC.
2. Place 1,196 SF of Geoweb on highground to serve as boat ramp access drive
DOCKS/PIERS
1. Repair three existing finger piers within basin (with exact footprint as currently exists)

Nov 2 .2 200;
wOASiA.L. MANAGEMENT
EUz,P% r-i,; CITY
Environmental Professionals, Inc.
Kendall Turnage
11/16/05

Form DCM-MP-1
1. APPLICANT
a. Landowner:
Name VOC L.L.C.
Address PO Box 147
City Harbinger State NC
Zip 27941 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Environmental Professionals, Inc.
Address PO Box 3368
City Kill Devil Hills State NC
Zip 27948 Day Phone [phone]
Fax [phone]
c. Project name (if any) Waterside Villages
NOTE: Permit will be issued in name of landowner(s), andlor
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Currituck
b. City, town, community or landmark
Grandy --
c. Street address or secondary road number
Site is east of Hwy 158 at the former Jellystone
Campground site approximately 3/4 mile south of Walnut
Island Blvd and Hardee's Restaurant
NOV 2 2 2005
COOS SAL. N6ANAGEMENT
d. Is proposed work within cit tl in7 lots (pT"anning
jurisdiction? X Yes No
** Currituck County zoning
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Dowdy Bay
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construct a total of 1395 LF (new and repaitr)
Bulkhead backfill bulkhead redress 240 LF of ri'OM
along southeastern shoreline, construct
condominiums, stormwater retention basin, asphalt
roads and parking area wooden foot bridges, elevated
wooden walks observation deck in 404 wetlands,
wood chip walking paths in 404 wetlands on the
islands in the pond 3129.48 SF Fill in 404 wetland
fill outside of the AEC Repair finger piers and repair
b. Is the proposed activity maintenance of an existing
project, new work, or both? new work
c. Will the project be for public, private or commercial
use? Private/Community
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. See Narrative
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 71.23 Acres
b. Size of individual lot(s) 5179.44 SF to 6760.4 SF
c. Approximate elevation of tract above MHW or NWL
0-8 feet
d. Soil type(s) and texture(s) of tract
n-- l n1 Inc
Form DCM-MP-1
r 'V??F E''E39 ,J ?•? ? y
NOV 2 2 2005
fine to medium sand in uplands , muck in coastal
wetlands
e. Vegetation on tract Quercus virginiana, Myrica
cerifera, Pinus teada, iva frutescens, juncus
roemerianus, Martina cynosuroides, nyssa biflora,
liquidambar stryraciflua, acer rubrum
f. Man-made features now on tract: asphalt roadway
portions of which lie within the 30 ft buffer, pier
boat ramR bulkhead, docks, wood shelter, ditches, pond
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan)
J Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Residential
i.
J.
k
Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? N/A
Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) Other X
If yes, has a delineation been conducted? Yes
(Attach documentation, if available) Wetland line approved by William
Wescott (USACEfteld representative) 3-29-2004 shown on plat
m. Describe existing wastewater treatment facilities.
Central sewage collection system which already
exists on site will be improved and enlarged to
accommodate proposed activities and structures .
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.)
COASTAL AZANAGEMENT
surface runoff ELIL, Bt. , , IZ)z
o. Describe existing drinking water supply source.
Individual wells are utilized in this area
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 property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and only
high quality copies will be accepted. Blue-line prints
or other larger plats are acceptable only if an adequate
number of quality copies are provided by applicant.
(Contact the U.S. Army Corps of Engineers regarding
that agency's use of larger drawings.) A site or
location map is a part of plat requirements and it must
be sufficiently detailed to 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 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name E. Ashby Baum, Trustee
Revised 03/95
Form DCM-MP-1
7
N 0 V 2 r 2001
Address 613 Farnham Court. Richmond, VA 23236
Phone
Name Soundside Estates Open Area GO Nonna Barco
Address PO BOX 456 Grandv NC 27939
Phone
COASTAL fv,,iANAGEMIENT
EL1Zjiilo d6d'In this
I further certify that the information p
application is truthful to the best of my knowledge.
This is the 17 day of A y , 994- 20 o.5-
• A list of previous state or federal permits
issued for work on the project tract. Include permit
numbers, permittee, and issuing dates.
USACE Jurisdictional determination (Attached)
Other permits may be listed under "Jellvstone
Campground" (previous owner)
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A -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.
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.
Print Name Kendall Turnage
Signature ``.
Authorized Agent
Please indicate attachments 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
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please-sign and date each attachment in the
space provided at the bottom of each form.
D.-i-A nzioc
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
Width nanth nanth
Access
channel
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)
Length N/A
N/A ----- -------- -------
N/A - ------ __?_
N/A
N/A
N/A
N/A
h
COAST&,!„ l,, AN,?GE?,gEN"
F-U4AEJL 1, i ?.Il"Y
1. EXCAVATION
a. Amount of material to be excavated from below
M1-1W or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
Wetlands? Yes No N/A
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL N/A
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area? N/A.
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where? N/A
Revised 03/95

FormDCM-MP-2 J(OV 2 2. 2005
1 ..fi„1AGpimensions of fill area 3129.48 SF
e. Does the disposal area include any coastati_ir Approx. 30' X 104' (see plat)
wetlands(marsh), SAVs or other wetlands? (3) Purpose of fill 404 wetland fill for
Yes No N/A
Condominium building and parking lot construction
f. Does the disposal include any area in the water?
Yes No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead X Riprap
(240 LF Redressing)
b. Length
(Bulkhead)
NEW-105 8 LF
REPAIR -337 LF
c. Average distance waterward of MHW or NWL
bulkhead 10 OR riprap 4 ft
d. Maximum distance waterward of MHW or NWL
Bulkhead 24 ft riprap 9.2 ft
e. Shoreline erosion during preceding 12 months
2 ft along unprotected portions of the Currituck Sound
(Source of Applicant
information)
f. Type of bulkhead or riprap material
Treated wood
g. Amount of fill in cubic yards to be placed below
water level .
(1) Riprap Aprox. 53 CY
(2) Bulkhead fill Approx. 802 CY
h. Type of fill material:
Sand/silt, granite or clean concrete riprap
I. Source of fill material
NCDLQ Approved mine or quarry site
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
Water None
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes* No
*404 wetlands only (outside of AEC)
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled?
No excavated material
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
Dump truck, small bulldozer
c. Will wetlands be crossed in transporting
Equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. N/A....no wetlands
Crossed by motorized equipment

Applicant or Project Name L/-r
' s
Signature
1( / O-?
Date /-
Revised 03/95
?• r t ;v
EMI
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.
a. Type and number of buildings, facilities, units or structures
proposed.
148 lots plus, 10 condominium buildings containing 84
units total, drives, parking
b. Number of lots or parcels 148 and 84 condominium units
Plus open spaces
c. Density (give the number of residential units and the units
Per acre) 232 units on 71.23 acres
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. Approx. 58 acres
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. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? X Yes No
If Yes, date submitted Submission by Bissell
Professional Group , date
unknown, site work has
commenced
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Asphalt roads, concrete curbs
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 built-
upon surfaces, such as pavement, buildings, rooftops, or to
be used for vehicular driveways or parking. 17.13%
h. Projects that require a CAMA Major Development Permit
may also require a Stormwater Certification. Has a site
development plan been submitted to the Division of
Environmental Management for review?

X Yes No
If yes, date submitted Submission by Bissell Prof.
Group, date unknown
i. Describe proposed method of sewage disposal.
Central Onsite sewage treatment system
j. Have the facilities described in Item i. above received
state or local approval? - yes
(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).
surface runoff, bulkhead backfill, riprap redressing
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Currituck County Water system
m. Will water be impounded? Yes X No
If yes, how many acres? N/A
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded?
N/A
Waterside Villaees
A=icant ject ame
Signature? /-
l? 03-
Date
Form DCM-MP4
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 which relate to this proposed project.
a. Dock(s) and/or Pier(s) (Repair see Section g.)
(1) Commercial Private _ CommunityX
(2) Number (Repair see Section g.)
(3) Length
(4) Width
(5) Finger Piers X Yes No
(i) Number 3 (Repair)
(ii) Length 20'
(iii) Width 8'
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed N/A
(8) Proximity of structure to adjacent riparian property
lines 390 ft minimum distance
(9) Width of water body N/A
(10) Water depth at waterward end of pier at MLW or
NWL N/A
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length
d.
(3) Maximum distance beyond MHW, NWL or
Wetlands
Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL, or
Wetlands
e. Mooring buoys N/A
(1) Commercial _ Private - Community
(2) Number N/A.
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
(4)
(5)
Width of water body NIA
Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.) N/A
(1) Commercial Community Prig
(2) Number
(3) Length -
(4) Width
g. Other (Give complete description)
Repair the three existing finger piers as shown on plat
Observation deck over 404 wetlands
Wood walks over 404 wetlands
Waterside Villages
Applicant of Project Name
Signature
% 1360 5
Da
Revised 03/95
t? 4e4
-CEIVED
Form DCM-MP-5
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.
' Pr 202 5 DEC q 2004
UASIi.iMANAGEMENT
1,7
e`tlands' CITY
i. Height of proposed bridge above w
3ft above substrate
Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain N/A
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material)
Wood
c. Water body to be crossed by bridge
Man Made Canal, and pond
d. Water depth at the proposed crossing at MLW or
NWL #1 3.0 ft #2 5.0 ft
e. Will proposed bridge replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
k. Navigation clearance urkderneath proposed brid e
3.0 feet above/minimum 4Z W L r '
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? X Yes No
If yes, explain 10 ft wide minimum opening
proposed for both bridges
Pond-Traditional navigation by kayak or canoe-
Canal-Traditional navigation by small skiffs
m. Will the proposed bridge cross wetlands containing
navigable waters? X Yes No
If yes, explain.
n. Have you contacted the U.S. Coast Guard concerning
their approval?
Yes X No
If yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
N/A
b. Number of culverts proposed N/A
Type of culvert (construction material, style)
N/A
d. Will proposed culvert replace an existing bridge?
Yes No N/A
If yes,
g. Length of proposed bridge #1 50 ft (2)
#2 50 ft (3)
h. Width of proposed bridge 6 ft (4)
Length of existing bridge N/A
Width of existing bridge N/A
Navigation clearance underneath existing
bridge N/A
Will all, or a part of, the existing bridge be
removed? (Explain) N/A
n.,.,:..,.a nl=
CEIVED
Form DCM-MP-5
e. Will proposed culvert replace an existing culvert?
Yes No N/A
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
f. Length of proposed culvert N/A
L-3 DEC 9 211'.
"-'C?ASTAL t4ANAGEMEN7
EI_17l.P:F"i H CITY
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
Yes X No
If yes.
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
N/A
(2) Dimensions of spoil disposal area
N/A
(3) Do you claim title to the disposal area?
Yes No N/A
g. Width of proposed culvert N/A
h. Height of the top of the proposed culvert above the
MHW or NWL N/A
i. Will the proposed culvert affect existing water flow?
Yes No N/A
If yes, explain N/A
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain N/A
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes X No
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Depth of area to be excavated N/A
(4) Amount of material to be excavated in cubic
yards
b. Will the placement of the proposed bridge or culvert
require any excavation within: N/A
_ Coastal Wetlands _ SAVs ,_ Other Wetlands
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards
If no, attach a letter granting permission from
the owner.
(4)Will the disposal area be available for future
maintenance? Yes No N/A
(5)Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes No N/A
If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
the MHW or NWL? Yes _ No N/A
If yes, give dimension if different from No. 2 above. N/A
e.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 MHW
or NWL? Yes X No
If yes,
(1) Length of area to be filled N/A
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
f. 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: N/A
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled N/A
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
- - ECEIVIED
Form DCM-MP-5
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be filled N/A
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
D EC 9 Ifl!?L
r iu,i7kL t,r,t;`:?.q?EEV1? IP
h. Will the placement-o' "the propo`sed'bndgel or-,eu ert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
4V (A+e r 1' W e- !i l"// 41 C5
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X No
if yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail N/A
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail N/A
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? N/A
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
N/A
g. 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.
Applicant or Project Name
A-L
Signature
Date
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+,C3pj. i, i..MANAGEMENT
EI_14; $4I , ; ?I7Y
CAMA SECTION G
SCALE:HORZ 1"=20' (LOCATION AS DENOTED ON PLAN)
VERT. 1"-10'
DATE DRAWN:DATE
DATE REVISED: 11118105
THIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTY HAWK, NORTH

DRAWN
BYDMR Y:DMR CAROLINA. THE REPRODUCTION, IN WHOLE OR PART, OR THE MODIFICATION OF
ANY DETAIL OR DESIGN IS NOT TO BE MADE WITHOUT THE EXPRESS WRITTEN
.:
DWG-NO: CONSENT OF MARK S. BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005.
SCALE: SCALE:
REVIEWED BY: REVIEW
-
APPROVED BY: APPROVED-BY
BISSELL PROFESSIONAL GROUP
ESSELL
DESIGN BY: DESIGN-BY: 4417 NORTH CROATAN HIGHWAY

PROJECT NO.: P.O. BOX 1068 KITTY HAWK. N.C. 27949
• • • [phone] FAX [phone]
sue.?•
Ems.r SHEET: NO.OF TOTAL
-,.*
an4 Enremr?rmal Spatiakcb

FOOTBRIDGE #1 DETAIL
WOOD FOOT BRIDGE OVER THE POND
Waterside Villages
CAMA Major Application
SCALE ;1 in = 5 ft
Drawn KT Date 12108104
Environmental Professionals, Inc.
i

TOP VIEW
WOOD HANDRAIL
2"x 6"x 6'
Wood Decking

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FOOTBRIDGE #2 DETAIL
Waterside Villages
CAMA Major Application
SCALE :1 in = 5 ft
Drawn KT Date 12/08104
Environmental Professionals, Inc.
*"CONSTRUCTION MUST MEET CURRITUCK COUNTY
BUILDING CODE
WOOD FOOTBRIDGE OVER THE CANAL

3 ft clean
S 10.00' -?I WE LANDS
CANAL
50.00'
TOP VIEW
WOOD HANDRAIL
2"x 6"x 6'
Wood Decking
"FOR PERMITTING
PURPOSES ONLY
TO WOOD
WALK HER
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ELEVATED SLATTED 6 FT WIDE WOOD WALK DETAIL
1nlnnn WALK IIRGII
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TOP VIEW
WOOD HANDRAIL
21"X6"X6
deck boards
WATERSIDE VILLAGES
CAMA Major Application
SCALE: I in = 5 ft
Drawn KT Date 12/08104
Environmental Professionals, Inc.
***CONSTRUCTION MUST MEET CURRITUCK
COUNTY BUILDING CODE
0
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UNCOVERED ELEVATED
SLATTED OBSERVATION DECK
Waterside Villages
CAMA Major Application
SCALE :1 in = 5 ft
Drawn KT Date 12/08/04
Environmental Professionals, Inc.
"CONSTRUCTION MUST MEET CURRITUCK COUNTY
BUILDING CODE
2"x 6"x 6'
wood decking
6 ft wide elevated slatted wood
walk (See separate detail)
TOP VIEW
HANDRAIL
5h,e,4- y
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SIDE VIEW
SEE SEPARATE DETAIL SHEET FOR
WOOD WALK
-----------------
NWL 0,0
REFERENCE ELEVATION

MIN. 3 FT CLEARANC ABOVE WET ND
V- y- - ) SUB TRAT
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MAJOR PERMIT FEE MATRIX
Applicant: VOC, LLC (Waterside Villages)
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
Ej development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:

D II(A). For Private non
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(B). For public or
El commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(C). If General. Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (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:
III(D). If General Water
® Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) cannot
be applied:
IV. For development that
0 involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
I

Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
III Print your name and address on the reverse
so that we can return the card to you.
0 Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
VOC LLC
P.O. Box 147
Harbinger,NC 27941
DWQ# 06-0012-Currituck
A. Signature '
X ' 91 Agent
? Addresed4
B.,R.cqii4d by (Printed Name) C. Date of Deliverl
D. Is delivery address different from item 13 ? Ye:
If YES, enter delivery address below: ? No
3. Service Type
fled Mail ? Express Mail
Registered -jVReturn Receipt for Merchandise
? Insured Mail C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
!. Article Number 7005 1160 0000 9954 5798
(transfer from service la6e
)C =-- I2A1 1 tz-k -, onnA n......,?.... ors..... o....-o... .nn?.,? ,.n ...?.
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
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M L MILY UNITS 159-168 111-184 - ~ o ~5
~ ~ 2 9 'tQ05 =
O / ~ 201.208 209-216 AND 217-224 u ~ o F f f C~'4' ~ t1 c
~ ~ ~ ~ ° 42 TOTAL UNITS 5 BUILDINGS ~,N~.wArER~m' ~
<J / ~ G• ~+o~t~w~t~aew~c W 4•
siTE ~ - ~ ~ ; PHASE 6 PHASE 9 PHASE lA q~ . W°
~ LOTS 1 TO 24 LOTS 149 T0162 LOTS 163 T0166 PHASE 1
~ / 24 TOTAL LOTS 14 TOTAL LOTS 4 TOTAL LOTS LOTS 115 T01 43 TOTAL LOT / >•S 115 T0148
TOTAL LOTS
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LOTS 81 T0114 > 81 T0114 o ~ ' ~ a Z c
34 TOTAL LOTS s ~TAL LOTS ~ ~ c ~ a
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PHASE 5 a - - _ _ NpT PQR RECORDA IOW
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LEGEND LOTS 25 TO 50 a
sv~nso~ oescRianoN 26 TOTAL LOTS PHASE 4 MULTIFAMILY UNITS 149-158 , DATE: SCALE:
3/16/04 1 "=120' 10 UNITS 1 BUILDING v
- - - - BOUNDARY LINE LOTS 51 TO 80 ' MULTIFAMILY UNITS 169-176 ~ DESIGNED: CNECNED:
225.232 185-192 AND 193-200 BPG MSB 1 DRAWN, APPRDYED:
PHASE LINE 30 TOTAL LOTS
o ~ . DMK MSB
IN-v-vv :S"L I U IAL UIVI 15, 4 CUILUINIib SHEET:
PROPERTY LINE
- - - - AEC LINE
1NARY 1 OF
- - - - - CAMA LINE PRELIM 1 CAD FILE:
SURFACE WATERS NOT FOR CONSTRUCTION PRO0c8NOPHASING
4018

/ m
~ a o °r`' L ~ N
NOW OR FORMERLY O ~ 3 O r =
SOUNDSIDE ESTATES NOTES a ~ .o
PHASE TWO P.C. D SL. 181-183 / 1. Total area of site: 71.23 ACRES ~ = o 0 ~ 61.32 ACRES ~ o ° 2. Total Uplands.
COMMON AREA N « ~ 0 ~ Total Wetlands: 9.91 ACRES 3 ~-~~zN~
SOUNDSIDE ESTATES ASSOCIATION 4. Total SQ.FT. of ond: 64,768.00 SQ.FT. ° P ~~°Y ~
f ots and Units: 148 Lots + 10 Condominium _ ~ x oN~ 5. Number o L ~ Zm=^N
/ ~ Buildings (84 Condo. Units) = 232 Units Total
/ / -z / / ~ 6. Size range of individual lots: 5,179.44 - 6,760.40 SQ.FT. m~aY„~.
EXISTING UPLAND ACCESSWAY \ I Lu.. 404 WETLAND 7. Avera e Lot size: 5,200 SQ.FT, g 8. Total land area within NEW 75 ft. AEC:252,433.59 5Q.FT. r~ l
_ ~ . 5 FlLL AREA _ - _ I II _ _ _ _ - I ~ 0 3,126.48 SOFT. / P~ / / to N 9. FINAL Imp Area within AEC 43,259.01 SF (17.13%) ~ „
_ 10, SHORELINE STABILIZATION °e. ` ~ .o
a ~ p MULl1 FAk'ILY _ _ _ ~ ~ h / ~ PROPOSED - ?s2 i ~ LJ ~ . 0 , MILY ~1 ~ 125 k / 11• Fh ~ PJ?~ , . 9 I. U MU I I ~ _1 [ ~ 4'X 53.5 LF CONC. 312 L.F. ~ •s Repair of Ex, wood bulkhead N a
i 12U ~ D y17-224 - ,x, _ / 5 , I UNIfS I _I I- ~Q ;,,WALKWAY VgTHIN AEC I f_I 43 LF ELEVATED ~\0~ P 404 ~TLANDS DELINEATION ~ ~ north side of boat ram ~ ~ . N (along basin and P) y _
V C , Q ~ WOODEN WALKW Y 0 F, APPROVED BY " _ ' I ~ ~ G~/ ~ a ~ don south die of boat Repair of Ex. wood bulkhea
iii , _ - ' I : ~ I _ _ : - - N WILLIAM WESCOT, REGULATORY SPECIALIST ~ ~ 1/ i N , _ _ I 7 1-.:7. , kQ ON FEBRUARY 10, 2004 ~ ramp: 25 LF ~ s
/ / ¦ Pro osed NEW wood bulkhead: 1058 L.F. ~ ~~FI o_ a
,ts I 75' AEC BOUNDARY s'x 621.5 LF Final total wood Bulkhead length: 1370 LF ~i~~ ~ w ' w rward of NWL: 10 836 SF . t- Bulkhead backflll ate ,
II I ~ ELEVATED , J WOODEN 4 SF Pa lin ' I ~ 195 g backfill landward of NWL on u lands 10,267.3 SF ~ Bulkhead P ~ ~ o W
and curb w in AEC - ' BOARDWALK S I - \ M _ I v` PROPOSED PROPOSED 4' X 253.5'
! { 4' X 76 LF CONC ~ CONC. WALKWAY . E shoreline RIPRAP: Redress 240 LF of RI rap along S ~ LATE COASTAL WETLAND ALIGNMENT P
~ I WALKWAY WITHIN AEC EXISTING BULKHEADS Q•~ APPROXIMATE COASTAL WETLA r- _ _ _ _ O DRAWN FROM AERIAL PH( m i ~ WN FROM AERIAL PHOTOGRAPHY Waterward Ilmlt of redressing shown on plat
O t t ti w I} 4' WOODEN ~ 1•• . FlNGER PIERS and 1709 SF disturbed and revs stated urea 9 associated with redressin of ri ra shown on plat
n ~ I (TO BE REPAIRED) WALKWAY , I 70I ro i ~ O•~•• ' 9 P P 11. TOTAL Area of PROPOSED CONCRETE WALKWAY
_ { < within 75 ft AEC= 4,016 SF
~ EXISTING BULKHEAD •O•p 1 e," ~ '''I ~ REPAIR EXISTING / / ~ ~ ~J -5.00 ~ 1 Op•~• '00 1 TOTAL PROPOSED ELEVATED WOODEN WALKWAY 2
Z ~ ~ ~ 312 LF BULKHEAD n ~ \ ~ 1 ~ ~ ~ , m ? 1 I ~ ¦ ; ~ ~ \ ~ I l .6.00 ^ \ \ , ~ 3Q' over 404 Wetlands= 857.5 LF X 6 ft wide
, _ _ - _ _ I
~ _ IIIIIA¦ - wuxwaY ~ ~ ~ - - - - - ~ ~ i ~ 1 ~ ~ 1 1 FF~R • _ I _ _ '
~ IXISTING I ~ - - ~ $ ' •
' I"~ _ ~ REPAIR EXISi1NG BOAT RAMP ~ - - - , _ I I ~t.p0 \ - _ - ~ 25 LF BULKHEAD ~ BEGIN.1058 LF, - _ _ _ ~ _
I -C .PROP SED'BULKNEAD u ~ _ _ PROPOSED ~ - - -5.00 - A ~ ~ - . _ , - 1196 SF GEOWE ~ ~ - - -3.00. ~ _ _
- - - \ I - 116 I z ~ BOAT RAMP _4.Op _ _ _ m.. ` ~ ~ ACCESS - - - -4.OD ~ ~ ~
' ~ ~ NEW CAMA BUFFER TIES _ I _ _ _ - _ I
i , o n BJTO ORIGINAL CAMA BUFFER REMO~ , - - ~ \ i OO ~ - - -
i ?i `4 ~ \
• ~ "l~,G~%~!i,, ~ ~
1 i 5 ~ !/s ~ 3 '
j _ _ _ - • 1 i ~ i.• . _ , i _
- ~ , I ~ / ~ 75,--- EXISTING PAVED PAVED
1^'~ PROPOSED 4' z 156 LF AEC ~ ~ ROADWAY TO BE _ _ -i CONC. WALKWAY REMOVED Y TO BE
~ ~ MAN-MADE EXISTING POND yy,~ PROPOSE[ 4'X 20 LF CONC. \
i /~Y~ qp'• ~ IN AEC WALKWAY` TH 7M i ' , 149 I _ ; / `t00TBRIDGE1tl ~ Q
\ , ~ ~ .J Z J

_ ~ ~ i >,lU~~ 1.1',6 / / ' UH1j' , , ~ EXISTING WATER DEPTHS ~ ~ ` , ~N. U H
i ~ ;1 1 G 'L _ ~ / I 1 ~ l~, ~ A -S.DD' I ~"'1
1~ r ~ 1 s ~r. \ LEGEND I- F-I COASTAL WETLAND FRINGE p
l I o s~,r~1 ~ r^ 1 ° ~;y, F~ ' AND NWL' INTERSPERSED IN RIP RAP Z
0 ~ o C ~ %%i'%~/%%%%i%; EXISTING ROADWAY TO REMAIN
ON ~ ~~~1 n GR O ~ 'ti W ~y~,~ EXISTING ROADWAY TO BE REMOVED ~ , -
~ ~ IXISTING 6' X 60' ~ Fq 8' x 12'
~ _ ' I ~ r 1 i ^ FOOTBRIDGE /1 \ Ex ca~RETE Pa PROPOSED ASPHALT ROADWAY O
I H , PROPOSED 4' PAVED WALKWAY
• PROPOSED ELEVATED BOARDWALK ~
~ it -c ( •a r, G E%iSTING CONC. - - a"IAPceC9~~uuT - •rrr~-T~?rv'T~'r ~ , ~ ..U~iA~~nU Cn.~', ,W~ n,. .f;, lii~ Tn ~R t ~ Y ...r1~1 /~////.I r 1
p t 1 ~ . ~ v
i 1 '1 ~ `4~ I NWL FlLL AREA eENmD ~nxHErm . , BULKHEAD BACKFILL LANDWARD OF NWL ON UPLANDS ? H TO ELEVATION OF TOP OF BULKHEAD 10,267.3 SF (10836 SF;WATERWARD OF I-
10? ~ EXIST, DITCH gPPROVED STORMWATER I, I 1 I 404 WETLANDS PROPOSED 1 _ _ _ . _ _ - I I ~ DETENTION POND ~ 70.831 SOFT. ' rOOD~ ~ ExISTINC N.w.L.) ~ ~ ~ ~ -PROPOSED 30' CAMA BUFFER ~ 1 ~ ~
~ Z I - 4R \ 63A,17 R LONG ~ ; ~ - - - PROPOSED 75 AEC BOUNDARY ~ QI v
_ i , , . _ - - - - - - - 404 WETLAND LIMIT H
103 0 I f PROP PARKING ~DNC ; . ; COASTAL 404 WETLAND INTERFACE vl ~ E-I
i C I ~ ~ I EXISTING 6'X40, \ A \ . ~ ~ i X05 ~ ~ / FOOTBRIDGE ~3 0 EXISTING RIP RAP ~"1
- i i ~ 1 .i 1 _ ,4- - I ~.1 \ ' ' ~ v START OF COASTAL
WETLAND FRINGE CURRITUCK SOUND c•
_ _ i ~ . ~ ~ \ 1(ll I ` I cz EXISTING WOAD GROINS. ^
yG ~ r'a i '
1 t~ •r' . ~ n t i ' I , y ~.a ~ f ~ }
~ ~ i d _ _ . it li ` } m~-c ~Z `2 -2. ' ~ o PoRMER BULKHEAD ALIGNMENT Z
- , c, 0 ~(ISTiN56' X 50' a ~ 1 1 ~ • FOOTBRIDGEyty , ~ , '1 ~ • a E NE REMAINS M~'" Q ul NO Gg ~ ~
LL ~ ~ 1' ,
` ' pµkLY -i' ~ ` 1~ `j ~ tdU~1t-69,176 75 C ~a1{EC . ~ U1d1~5 ~ 4' X 24 LF . 1 ,Q U
CRETE WALK PROPOSED 4' X 39 LF PROPOSED 4' X 27 LF ~ QO ~ CONC WALKWAY CONC. WALKWAY ti0 ' 1 ~ ' ; I TINC wooD GRaNs ~ Ex 5
• PROPOSED 4' X 6.5 LF EXISTING 9,367 SF ~ ~ ~ U PAVED ROADWAY ~U ° ,o ; END 1058 L.F. H D ~ , a
HALYARD LANE ~ ~ CONCRETE WALK , , > ,/r-~;; y ;;j%>,'%fj~;.,;;,~., ro REMAIN \ 'o / . ~ M ~,~,r,~ PROPOSED BULK EA
APPROVED PROPOSED ~ l/.,~~,~/~I/~ •~/f' ~;?s<., C EARTHEN PLUG 4 CONC WALKWAY i;~.,~i I 8 LF W000 CHIP ~//o~ ~ `~~~J'~~L TIE NEW BULKHEAD TO EXISTING RIP RAP m
I. EXIS1010 PAVED ROADWAY l i i,,;,, . kl . ~ r~ TO REMAIN ~ ~ WALKWAY ~ \ , ,4~
~ 5 a ~ . ~i/ ll _x~ -asa:• -2.70' Nom, - ';.T;,~ / COASTAL WETLAND FRINGE
~ ` ~ .3.10-+ -a1o'-. ' ~ 117 o G ~ ` ~ INTERSPERSED IN RIP RAP ,o
I - 110 111 F w , , ~ . SS WAIERWARD LIMIT- ~ ~ ; OF REDRES9NG N Z
I 108 1U9 ~ 44 ~....,~y PROPOSED 6' X 50' ~ '3.80\ I Ji I ~ ~ m ~ EXISTNG FOOTBRIDGE M2 ~ PROPOSm CONC. CDNC. WALKWAY ~ OAS I OF RIPRAP Z O PROPOSED
~I I WAY ~ ~t.9~-. ~ ~ ' `4. , ~ 4's 317 VAIHIN A WALK _ - - - ' O . / 'CANAL. / ~ ~ ` ~ • ~ 171NG 3 . • a'K alo' vnTew AEC ~e t' ~ ~ 3 , oasnec NWL EXISTING RIPRAP - ~
_ - - - - - - - - - - - - - 1 ~.---J 30' CAMA BUFFER ~ \ ECANAL .4~, 0 Cq ~ , , ~ Cq ` ~PF TO BE REDRESSED ~ U
I MA e~~ . ~ > W FAR ~ e.~ W o . , ` P~ NVI S C
/ ~P~ F ~
. • - • ~ \ 1 `d[~p. ~ U~4y ` 1 ~
~ • . ~ ~ • 5 CAMA JURISDICTIONAL CANAL E~N S 328 SOFT. ELEVATED • ~ ` W
AT THIS POINT AS D~ • ~pB ERVATION DECK ~ EXiS11NG DITCH \ y WOOD $ BY DCM IN y19F2K, 2005 w ~ ~ , ~ ~ , _ D S -
Y ~ ~ • 1 O
, ec. PROPOSED 6' IWDE ~ ~$c _ Af 3p ELEVATED WOODEN ~ C CqM ' \ . ~ END OF COASTAL WETLAND . Z
BOARDWALK 193 L.F. i q SU ~ CA \ FRINGE INTERSPERSED IN RIPRAP Mq sue,` 'Ze• - U °ti _
, ~fR ~R ~ EXISTING CANAL
' ~ ~ ~ NWL ENTERS RIPRAP HERE .z
, • - 1 ~ ; DO' EXISTING NWL
NOW OR FORMERLY - APPROXIMATE COASTAL WETLAND ALIGNMEtlT • DRAWN FROM AERIAL PHOTOGRAPHY ,m. ,
E. ASHBY BAUM, TRUSTEE
D.B. 369 PG. 223 ~ ~~P~ P~ ~ , e~ ~ -
1M 108 PAR 62R . ~v ~ ~ r:. - • . - k DATE: SCALE:
>k. r~ , ~ ~0 ~ ~P \ 04-04-04 1" = W' ~
r, 0~ ~ OP ~ DESIGNED: CHECKED: ~ ` BPG MSB
G ~ • ~ Fp,, DRAWN: APPROVED:
~ ~ MW BPG Q `
h ~ , • • a. r5 ~ d~'x • I~ SHEET:
i:. w, , F. + i.-- a , r ....i r • `
GRAPHIC SCALE , 1 1 OF f/17Y

60 0 30 60 120 tw ¦ CAD FILE:
¦ • 4018CAMA
NOW OR FORMERLY PROJECT NO:
E. ASHBY BAUM TRUSTEE ( IN FEET) 4018
D.B. 369 PG. 223 1 inch = 60 ft. TM 108 PAR 62R
G~~