20061245 Ver 1_CAMA Application_20060912

91 at LOMTAI4t
a ^ z
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
11 September 2006
EXPRESS PERMIT REVIEW PROGRAM
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location
Cyndi Karoly
Division of Water Quality
David W. Moye
Express Permits Coordinator
t,.? ? ? ? I ? ?Z006
CAMA/DREDGE & FILL Permit Application Review
Riversound
C/O Larry Bragg
The project site is located on SR 1100 (Drummonds Point Road) on the Yeopim
River and Middleton Creek, near Edenton in Chowan County, North Carolina.
Proposed Project: The applicant proposes to subdivide the property into 224 lots and construct
asphalt access roads, fill 404 wetlands for road crossings, construct a bridge,
construct a boat ramp with 2 piers and associated river house on a common lot,
and construct three access piers with gazebos on three additional common lots
including two parking areas, and install a package wastewater treatment plant.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 2 October 2006. If you have any questions regarding the proposed project, please
contact David W. Moye at 252-948-3852. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.neY
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Riversound
The Waterfront Group NC, LLC
C/O Larry Bragg
Chowan County
Express Permit Review Program
Project setting
Atlantic Environmental Consultants, LLC, on behalf of The Waterfront Group NC,
LLC (C/O Larry Bragg), has requested the attached application be processed under the
Express Permit Review Program, for a planned development under the name of
Riversound. The project site is located on SR 1100 (Drummonds Point Road) on the
Yeopim River and Middleton Creek, near Edenton in Chowan County, North Carolina.
The applicant's owns a total of ±934 acres of land and is proposing to develop
±257.7 acres as Phase I in this permit application. The project site is situated at the
intersection of Middleton Creek and the Yeopim River. Approximately 9,000' of the site
fronts the Yeopim River with an additional ±6,000' adjacent Middleton Creek terminating at
the SR 1100 bridge crossing of the creek.
The majority of the site is wooded and the upland portions are in active siviculture as
a managed pine plantation. Pines and hardwoods in various growth stages along with
undergrowth of vines and woody vegetation dominate this area. A large portion of the site
has been delineated as 404 wetlands by Tracey Wheeler of the US Army Corps of
Engineers. This 404 wetland is comprised of a large expanse of bottomland hardwood
swamp adjacent the creek and the river as well as fingers of wetlands that project into the
property in various locations. The bottomland hardwood area is dominated by Cypress
along both waterbodies. While no submerged aquatic vegetation (SAV) was noted in the
project area, sporadic areas of emergent aquatic vegetation in the form of water lilies was
present on both water bodies.
The property is bordered on the east (downstream side on Yeopim River) by
similarly vegetated undeveloped property and to the west (opposite side of Middleton
Creek) by undeveloped wooded wetlands as well as active agricultural land. The property
is accessible from SR 1100 via two dirt logging roads that converge ±1,000' from the
Yeopim River and terminate at the river with a makeshift boat ramp. The logging roads
cross 6 areas of 404 wetlands and have existing culverts at these crossings.
The site is ±10, above the normal water level (NWL). The Yeopim River in this area
is classified SB by the Environmental Management Commission and is closed to
shellfishing.
Project description
The applicant proposes to develop a large portion of the tract by creating 224 single-
family lots ranging in size from 2.2 acres to 2.5 acres. The existing logging road on the
west side of the site will be upgraded, widened and paved with asphalt (20' top width), and
new asphalt access roads will be created throughout the project site. The existing logging
road on the east side of the site will be upgraded and widened to 20' (top width) but will
remain dirt.
Riversound
The Waterfront Group NC, LLC
C/O Larry Bragg
Chowan County
Express Permit Review Program
Page Two
A community boating access area is proposed between lots 42 and 50. This
common area has ±1401 of shoreline adjacent the Yeopim River. A concrete boat ramp is
proposed (near the downstream lot line of lot 42) that will be ±20' wide and will project into
the river ±401. The ±201 wide concrete boat ramp will extend ±30' onto the property and
connect into an asphalt drive. A 6' wide by ±55' long pier is proposed adjacent the new
boat ramp on the downstream side and a 6' wide by ±52' long pier with a ±12' by ±24' L-
head adjacent the boat ramp on the upstream side. The existing water depth at the end of
the proposed boat ramp is ±3.5' and is ±5.4' at the end of the proposed piers. The river is
±535' wide at this location. The applicant proposes to protect the boat ramp by installing
±25' of bulkhead on both sides of the ramp. The bulkhead will be placed an average of 2'
below the NWL with a maximum of 21. Backfill for the new bulkhead is estimated at ±100
ft2 (4 cubic yards). As proposed, the bulkhead on the downstream (east) side will be
constructed on lot 42. A ±28' by ±40' river house is proposed with a 4' wide concrete
sidewalk connecting the river house to the pier on the upstream side of the boat ramp. An
asphalt paved parking area is proposed adjacent the river house as well as an additional
parking area for trailers that will be constructed with porous pavement and will be located
adjacent lots 43 and 49.
A second common lot is proposed between lots 119 and 135. This common area
has ±75' of shoreline adjacent the Yeopim River. The applicant proposes to construct a 6'
wide by ±50' long pier and a ±18.5' by ±18.5' octagon platform that will include a gazebo
and a 4' wide walk around deck. The platform will have a railing around the perimeter to
prevent boat docking. The existing water depth at the end of the proposed structure is
±5.5' and the river is ±652' wide at this location. A 6' wide by ±156' access walkway is
proposed over the 404 wetland area to connect to uplands. The walkway over the 404
wetland area will be elevated a minimum of 3' measured from the wetland substrate to the
bottom of the decking. A 6' wide mulch pathway will connect the walkway to the road.
A third common lot is proposed between lots 157 and 158. This common area has
±75' of shoreline adjacent Middleton Creek. The applicant proposes to construct a 6' wide
by ±40' long pier and a ±18.5' by ±18.5' octagon platform that will include a gazebo with a
4' wide walk around deck. The platform will have a railing around the perimeter to prevent
boat docking. The existing water depth at the end of the proposed structure is ±4.9' and
the creek is ±232' wide at this location. A 6' wide by ±436' access walkway is proposed
over the 404 wetland area to connect to uplands. The walkway over the 404 wetland area
will be elevated a minimum of 3' measured from the wetland substrate to the bottom of the
decking. A 6' wide mulch pathway will connect the walkway to the road and a proposed
asphalt parking area on a common lot located adjacent lots 160 and 161.
A fourth common lot is proposed between lots 196 and 197. This common area has
±75' of shoreline adjacent Middleton Creek. The applicant proposes to construct a 6' wide
by ±50' long pier and a ±18.5' by ±18.5' octagon platform that will include a gazebo with a
4' wide walk around deck. The platform will have a railing around the perimeter to prevent

Riversound
The Waterfront Group NC, LLC
C/O Larry Bragg
Chowan County
Express Permit Review Program
Page Three
boat docking. The existing water depth at the end of the proposed structure is ±61 and the
creek is ±2751 wide at this location. A 6' wide by ±1571 access walkway is proposed over
the 404 wetland area to connect to uplands. The walkway over the 404 wetland area will
be elevated a minimum of 3' measured from the wetland substrate to the bottom of the
decking. A 61 wide mulch pathway will connect the walkway to the road and a proposed
asphalt parking area on a common lot located adjacent lots 214 and 217.
The proposed road construction will result in filling 404 wetlands at 8 separate
locations on the project site. Six of the fill areas are existing culvert crossings, one is an
expansion into a 404 area, and one is a new road that will cross a 404 area. A bridge over
a 404 wetland area is also proposed. The breakdown of the impacts is listed below:
Section "A" - replace an existing 18" diameter by 31' long culvert with three - 24"
diameter by 51' long culverts and expanding the existing road to a 40' base width and a 20'
paved surface. This will result in the filling of ±418 ft2 of 404 wetlands.
Section "B" - Expand the existing road to a 40' base width and a 20' paved surface.
This will result in the filling of ±1,178 ft2 of 404 wetlands.
Section "C" - replace an existing 18" diameter by 38' long culvert with five - 36"
diameter by 541 long culverts and expanding the existing road to a 40' base width and a 20'
paved surface. This will result in the filling of ±5,144 ft2 of 404 wetlands.
Section "D" - replace an existing 18" diameter by 38' long culvert with three - 36"
diameter by 54' long culverts and expanding the existing road to a 40' base width and a 20'
paved surface. This will result in the filling of ±2,664 ft2 of 404 wetlands.
Section "E" - replace an existing 18" diameter by 55' long culvert with three - 24"
diameter by 50' long culverts and expanding the existing road to a 40' base width and a 20'
paved surface. This will result in the filling of ±1,504 ft2 of 404 wetlands.
Section "F" - Install three - 15" diameter by 45' long culverts and expanding the
existing road to a 40' base width and a 20' paved surface. This will result in the filling of
±1,200 ft' of 404 wetlands.
Section "G" - Install three -18" diameter by 52' long culverts and create a new road
with a 40' base width and a 20' paved surface. This will result in the filling of ±2,302 ft2 of
404 wetlands.
Section "H" - replace an existing 15" diameter by 37' long culvert with three - 18"
diameter by 52' long culverts and expanding the existing road to a 401 base width and a 20'
paved surface. This will result in the filling of ±1,308 ft2 of 404 wetlands.
Section "I" - Construct a ±18' wide by ±50' long wooden bridge over a 404 wetland
Riversound
The Waterfront Group NC, LLC
C/O Larry Bragg
Chowan County
Express Permit Review Program
Page Four
area associated with the construction of the new road for the sewer treatment facility. The
bridge over the 404 wetland area will be elevated a minimum of 3' measured from the
wetland substrate to the bottom of the decking.
Approximately 53 acres (2,294,575 ft2) will be graded and/or filled as a result of the
proposed development. Impervious surface within the 30, Public Trust Shoreline AEC is
limited to the boat ramp access (±900 ft2). An onsite package wastewater treatment plant
is proposed for sewage treatment and the plan is under review by the Division of Water
Quality and the Local Government. County water will supply the drinking water to the site.
Anticipated impacts
The project as proposed will result in the filling of ±900 ft2 of river bottom associated
with the construction of the boat ramp and bulkhead. Approximately 2,670 ft2 of river and
creek bottom will be shaded by the construction of the five piers. Approximately 4,494 ft2
of 404 wetlands will be shaded as a result of the construction of the access walkways. The
road construction and culvert installation will result in the filling of ±15,718 ft2 of 404
wetlands. A total of ±2,294,575 ft2 (±53 acres) of uplands will be disturbed as a result of
the development activities.
David W. Moye - 11 September 2006
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 Express Permit Review Program
1. APPLICANT'S NAME: Riversound, for The Waterfront Group NC, LLC, C/O Larry Bragg
2. LOCATION OF PROJECT SITE: Adjacent the Yeopim River and Middleton Creek off SR 1100
(Drummond's Point Road) near Edenton in Chowan County, North Carolina
Photo Index - 2000: 155-1804; L-14 1984: 114-797; U-7
State Plane Coordinates - X: 2,743,700 Y: 861,200 GPS Rover File: B021515A
Yeopim Quad. (upper left corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 07/12/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 11 September 2006 7 August 2006 (INC.)
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Chowan County
Land Classification From LUP - Rural (land), Conservation (water, wetlands)
(B) AEC(s) Involved: PTA, CS
(C) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - Package wastewater treatment plant
(F) Type of Structures: Existing - Dirt roads
Planned - Asphalt roads and parking, culverts, boat ramp, 5 piers, and a
river house
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands ±4,494 ft2
404 wetlands shaded
±900 ft2 ±2,670 ft2
(B) Non-Vegetated Wetlands ramp/bulkhead shaded
River/Creek bottom
(C) Other ±2,294,575 ft2
Highground
(D) Total Area Disturbed: ±52.68 acres (±2,294,575 sq. ft.)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to subdivide the property into 224 lots and construct
asphalt access roads, fill 404 wetlands for road crossings, construct a bridge, construct a boat ramp
with 2 piers and associated river house on a common lot, and construct three access piers with
gazebos on three additional common lots including two parking areas, and install a package
wastewater treatment plant.
ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
September 7, 2006
Mr. David Moye
NCDENR
943 Washington Square Mall
Washington, NC 27889
RE: Waterfront group - Riversound Project- Revised CAMA Major Express Permit
Dear Ms. Hardison,
Enclosed is a revised CAMA Major Permit Application requested by the Waterfront
Group for improvements to the Riversound project a single-family residential subdivision
located on the Yeopim River, in Chowan County, North Carolina. The following
information address the comments made in your letter dated August 7, 2006.
The following information has been submitted as part of the permit application:
1. Copies of the Revised site plan and details for the Riversound Project.
2. Revised application forms DCM-MP1, MP2, MP3, MP4, MP5 A-1
3. A revised narrative description of the project.
4. Adjacent property owner notification letters and certified mail green cards.
5. A deed for the subject property.
6. An authorization letter for Atlantic Environmental Consultants to act as agent.
7. A letter from Chowan County agreeing to provide water to the Riversound
Development project.
8. An archeological assessment letter from Environmental Services, Inc.
9. A re-submittal application fee of $500.00 made payable to NCDENR.
10. A 11x17 copy of the 404 wetland plat signed by the USACOE 5/31/06.
We request that you continue the review process and if have questions or need
additional information please contact me at 252-261-7707.
Sincerely,
Dougi A. Dorman
Atlantic Environmental Consultants, LLC
Cc: Lyn Hardison, One Stop/Express Permit Coordinator, WARO
PROJECT NARRATIVE
CAMA MAJOR PERMIT - Waterfront Group NC, LLC - Riversound - Chowan
County
July 26, 2006
LOCATION OF PROJECT:
The 924 acre project site is located off Drummonds Point Road, Fourth Township in
Chowan County, adjacent to the Yeopim River (36c05'1 8.00"N 7628'48.00"W).
PURPOSE and PROPOSED CONSTRUCTION:
The Waterfront Group NC, LLC are proposing to improve their property for a 224 Lot
residential subdivision (Riversound Phase 1). The proposed project includes: a boating
facility to access the Yeopim River for traditional recreational boating purposes;
shoreline stabilization to include wooden bulkhead within the proposed boat ramp
area; a pavilion and parking for the boat ramp, three community piers with gazebos, a
subdivision road and central wastewater system. The project site consists of 924
acres of previously forested land used for silviculture purposes since the early 40's and is
currently comprised primarily of pine forest with existing logging roads, and various
wetland areas. The west side of the site is bordered by Middleton Creek, the eastern
and southern sides of the site are bordered by privately owned parcels (residential and
farmland), and the north side by the Yeopim River.
The Waterfront Group NC, LLC proposes six foot wide elevated docks and walkways on
both sides of the proposed 20' x 72' concrete boat ramp (20' x 40' within public trust
waters). Elevated walkways will connect to the proposed piers on both sides of the
proposed boat ramp and also connect to the three proposed community piers. Boat slips
are not proposed for this project. Waterfront Group NC, LLC also propose asphalt
subdivision roads, including the driveway and parking for the boating facility, consistent
with County and State requirements. The proposed central wastewater system located
within the subject property will utilize a membrane clarification process that will provide
reuse quality water to be directed to onsite infiltration ponds. The proposed stormwater
plan provides roadside swales and twenty-two (22) culverts that will direct stormwater to
several retention ponds and or to the adjacent 404 wetlands. Previous Clearing and
Grubbing Permit issued to Waterfront Group NC, LLC on March 315`, 2006 for 4.5 acres
of disturbance.
FIELD MEASURMENTS:
AEC met with the N.C. Division of Coastal Management on site on February 2, 2006.
The platted Section 404 wetlands were delineated and approved by US Army Corp of
Engineers, Tracey Wheeler on May 31, 2006.
AEC staff took water depths within the areas of the proposed piers on May 9th, 2006.
Water depth at the end of dock (1A) is -5.2', (1 B) is -5.4' ,(2) is -5.0' (3) is -4.9' and (4)
is -6.0' . During the time of sampling, AEC staff did not identify SAV's within or outside
the project area.
(Project narrative - Waterfront Group, LLC - pg. 2)
PROPOSED OPEN WATER IMPACTS:
Open water impacts include fill for the proposed boat ramp (concrete slab), fill
associated with shoreline stabilization (backfill from bulkhead). Temporary impacts
include the construction of the boat docks.
CONSTRUCTION: Construction of the boating facility (elevated walkways and docks)
will take place using hydraulic pumps and hand tools. Prefab concrete slabs will be
constructed on site and put in place using a front-end loader.
DETAILS FOR OPEN WATER DISTURBANCE AND IMPACTS:
Proposed structures within the Public Trust Waters:
Boat ramp dock (1A) (6'x 55') .............................................................. 330 s.f.
Boat ramp dock (1 B) (6' x 52') ............................................................ 312 s.f.
Dock (2) (61x 501) ...................................................................................... 300 s.f.
Dock (3) (6'x 40) ...................................................................................... 240 s.f.
Dock (4) (6'x 50) ...................................................................................... 300 s.f.
(3) Gazebos (3 x 300 s.f.) ....................................................................... 900 s.f.
Total s.f. of structures proposed within Public Trust Waters..... 2,432 s.f.
Fill within Public Trust Waters:
Boat ramp (concrete) (20'x 40' within open water) ................ (15 c.yds.)
Bulkhead Backfill (50'x 2'x 1' = 27) ......................................(4 c. yds.)
Total fill,within Public Trust Waters ...................................... 19 c.yds.
Shading within Public Trust Waters:
Boat docks (5) and gazebos (3) ............................................ 2,432 s.f.
Proposed construction/disturbance within the 30' Buffer:
Elevated walkways ................................................................................. 1,146 s.f.
Boat Ramp (30 x 30') .............................................................................................900 s.f.
Total proposed construction/disturbance within the 30' Buffer ... 2,046s_f.
WETLAND IMPACTS:
No Impacts proposed within coastal wetlands (no coastal wetlands within or adjacent to
project site)
Shading Impacts include elevated walkways (elevated min. 3 feet) ................4,494 s.f.
Fill Impacts proposed in Section 404 wetlands (till for road crossings) ...............0.36 acres
Temporary Impacts include construction of elevated docks and walkways
MITIGATION PROPOSED. The purchase of wetland credits from NCEEP &
Conservation easement - responsible party NCEEP Conservation easement on
remaining wetlands excluding 20' vegetation trimming buffer within lots
containing wetlands and 10 foot easement to access the shoreline.
(Project narrative - Waterfront Group, LLC - pg. 3)
PROPOSED LAND DISTURBANCE:
Proposed construction/disturbance on highground:
Land disturbance associated with development as determined by
Shield Engineering in the Sedimentation Erosion Control Plans Roadway &
culverts - 52 acres....... 2,265,120 sf
Boat ramp (highground portion) - 640 s.f.
Walkway - 252 s.f.
River House -1,120 s.f.
Parking Area for boating facility - 16,760 s.f.
Parking areas for common access's - 9,683 sf
Disturbance Behind Bulkhead -1,000 s.f.
Total land disturbance ...................................................... 2,294,575s_f.
CONSTRUCTION: Construction of the road and spoil containment area will take place
using a dump truck, bull dozier, frontend loader with a box blade. Construction of the
road will meet county and state requirements. Silt fence will be placed along areas of
land disturbance, and special precautions will be made in areas adjacent to wetlands and
within the 30 foot buffer.
Form DCM-MP-1
0
A-PFLICA'to N",','
Q D
(To be completed by all applicants)
- -----1.- APPLICANT
a. Landowner:
Name The Waterfront Group, N.C., LLC
C/O Larry Braga
Address 17505 West Catawba Avenue, Suite 350
City Cornelius State NC
Zip 28031 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Atlantic Environmental Consultants, LLC
Address P.O. Box 3266
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Riversound
NOTE. Permit will be issued in name of landowner(s), and/or
project name.
r s ? 1005
b. City, town, community or landmark
Yeopim Community
c. Street address or secondary road number
Drummond's Point Road, SRI 100
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Yeopim River
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.
224 lot single family development, access roads,
central sewer system and Boating facility to include:
elevated walkways decking/dock with a boat ramp,
River House parking and three additional community
piers with gazebos.
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 use
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 attached project narrative
2. LOCATION OF PROPOSED
PROJECT
a. County Chowan Countv
Revised 03/95
Form DCM-MP-1
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 934 acres (Phase 1-257.7 acres)
b. Size of individual lot(s) 224 single-family residential
lots - lot sizes vary 2.2 acres to 2.5 acres
c. Approximate elevation of tract above MHW or NWL
10 feet
d. Soil type(s) and texture(s) of tract
Roanoke silt loam, Chowan silt loam, Wahee fine
sandy loam
e. Vegetation on tract Loblolly pine, bald cypress,
Tulip poplar, Red Maple, giant cane
f. Man-made features now on tract logging roads and
associated culverts
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
Agricultural
AFLw1CA"70H
P1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) Other 404 wetlands
If yes, has a delineation been conducted? yes
(Attach documentation, if available)
404 wetland delineation completed and approval by USACOE ,
Tracy Wheeler 5131106
m. Describe existing wastewater treatment facilities.
None
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.) Surface runoff
o. Describe existing drinking water supply source.
None at this time
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.
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
There is no zoning for this property.
j•
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
O 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
Revised 03/95
Form DCM-MP-1
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
unfamiliarwith the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
OA Stormwater Certification, if one is necessary.
OA 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 NC DOT c/o Gretchen Byrum
Address 1929 North Road Street
Phone Elizabeth Cites NC 27909
Name Mr. Lesley L Kersey
Address P.Q. Box 623
Phone Edenton NC 27932
Name
Address
Phone
0 A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Clearing and Grubbing Permit issued to Waterfront
Group NC LLC on March 31, 2006.
0 A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
0 A signed AEC hazard notice for projects in
oceanfront and inlet areas.
0 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.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 27th day of July , 2006
Print Name Douglas A Dorman
Signature
Landoti ier or Autl'zed 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
• 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.
Revised 03195
Form DCM -MP-2
I-ON
EXCAVAT'y
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
Leneth Width Depth Depth
Access
channel
(MLW)
(N WI .)
Canal
Boat
Basin
(20'x 72')
Boat
ramp
Rock
groin
N/A ------
N/A
N/A
(portion In
pen water)
40' (portion in
open water)
20'

-----

-------
N/A ------ ------ ------
N/A -------
N/A __---
01
Rock Breakwater
Other
(Excluding
shoreline
stabilization)
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. L)oes the area to oe excavatea lncluae coastal
wetlands? Yes X No
d. Highground excavation in cubic yards: N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
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 N/A
maintenance? Yes No
If yes, where? N/A
Revised 03/95
Form DCM-NIP-2
e. Does the disposal area include any
wetlands(marsh), SAVs or other wetlands?
Yes No N/A
coastal 4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
f. Does the disposal include any area in the water?
Yes No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
50 linear feet
c. Average distance waterward of MHW or NWL
Ave. 2 feet
d. Maximum distance water-ward of MHW or NWL
Max. 2 feet
e. Shoreline erosion during preceding 12 months
Less than 1'
(Source
information)
of Field observation
f. Type of bulkhead or riprap material
Wooden bulkhead
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead fill 4 cubic yards
h. Type of fill material
Clean upland source of sand
1. Source of fill material_ On site upland soil source
from construction of the proposed stormwater retention
basins
a. Will fill material be brought to site? N/A
Yes No
If yes,
(1) Amount of material to be placed in the
water. N/A
(2) Dimensions of fill area. N/A
(3) Purpose of fill
N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(I)Dimensions of fill area 0.36 acres
(2)Purpose of fill fill for road crossings
5.GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? Silt fence will be placed
in areas where construction/disturbance is
proposed adjacent to the Yeopim River.
b. What type of construction equipment will be
used (for example, dragline, backhoe,
hydraulic dredge)?
Bulldozers, backhoe, pans, hydraulic pump and
hand tools.
C.
Will wetlands be crossed in transporting
equipment? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. For section G and I.
Wood mats will be used to cross the wetlands
during road construction in order to reduce
impacts to the wetlands while culverts and bridge
are installed.
Riversound
Applicant or Project Name
S-ti- gna`ure ??
q1-21,7,)4-
Date
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit,
Form DCM-MP-1. Be sure to complete all other sections of
the Joint Application that relate to this proposed project.
a. Type and number of buildings, facilities, units or structures
proposed:
Boating acility -boat ramp, pavilion with sidewalk and
associated parking, and three common area piers.
b. Number of lots or parcels One tract (224 residential lots)
and four common access lots.
c. Density (give the number of residential units and the units
per acre) 1.15 DU Acre
(257.7 acres)/(224 residential lots - Phase 1) =1.15
d.
Size of area to be graded, filled or disturbed including
roads, ditches, etc.
All Roadways & culverts - 52 acres.
Boat ramp (highground portion) - 640 s.f.
Walkway - 252 s.f.
River House - 1,120 s.f.
Parking Area for boating facility - 16,760 s.f.
Parking areas for common access's - 9,683 sf
Disturbance Behind Bulkhead - 1,000 s.f.
Total disturbance = 2,294,575 s.f.
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 Fast Tract 7/28/06
e.
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Asphalt road, concrete boat ramp, and turfstone pavers
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
0.14% In the 30' Public Trust Shoreline.
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 FAST TRACT Submitted
7/28/06
i. Describe proposed method of sewage disposal.
On site central wastewater system
j•
Have the facilities described in Item i. above received
state or local approval? No
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash down"
and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public water supply (see attached sheet)
in. Will water be impounded? X Yes
If yes, how many acres? 16.84 acres
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded?
N/A
No
Riversound
Applicant or Project Name
Signa l
g&& 6
Date
Form DCM-MP-4
S ?RLTCiTS
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, e.
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)
(1) Commercial Private X Community
(2) Number 5
(3) Length (IA) - 55' (2) - 50' (3) - 40'
(1B)-52' (4)-50'
(4) Width (1A) - 6' (2) - 6' (3) - 6'
(1B)-6' (4)-6'
(5) Finger Yes , No X
Piers
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) X Yes _ No (3 gazebos)
(i) Number 4 + (luncov.platfm)
(ii) Length (1) 24' (3) 18.5'
(2) 18.5' (4) 18.5'
(iii) Width (1) 12' (3) 18.5'
(2) 18.5' (4) 18.5'
(7) Number of slips proposed N/A
(8) Proximity of structure to adjacent riparian property
lines
(9) Width of water body Min. 232' Max. 652'
(10) Water depth at waterward end of pier at MLW or
NWL (lA)-5.2' (113) -5.4' (2)-5.0' (3)-4.9'&(4)6.0'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length N/A
d.
Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length N/A
(2) Average distance from MHW, NWL, or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
Mooring buoys N/A
(1) Commercial _ Private- Community
(2) Number N/A
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.) N/A
(1) Commercial Community Private
(2) Number N/A
(3) Length N/A
(4) Width N/A
g. Other (Give complete description)
Riversound
Applicant of Project Name
Signatu e
gl?r/oG
Date
Form DCM-MP-5
BRID(`31ES 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 (4) Will all, or a part of, the existing culvert be
pro posed project. removed? (Explain) N/A
Section A
1. BRIDGES g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
a. Public Private X
i. Height of proposed bridge above wetlands
b. Type of bridge (construction material) N/A N/A
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
c. Water body to be crossed by bridge N/A If yes, explain N/A
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
k. Navigation clearance underneath proposed bridge
e. Will proposed bridge replace an existing bridge? N/A
Yes No
if yes, 1. Will the proposed bridge affect navigation by
(1) Length of existing bridge N/A reducing or increasing the existing navigable
(2) Width of existing bridge N/A opening? Yes X No N/A
(3) Navigation clearance underneath existing If yes, explain
bridge N/A
(4) Will all, or a part of, the existing bridge m. Will the proposed bridge cross wetlands containing
be removed? (Explain) bridge N/A no navigable waters? Yes X No N/A
If yes, explain N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No N/A
If yes, n. Have you contacted the U.S. Coast Guard concerning
(1) Length of existing culvert N/A their approval?
(2) Width of existing culvert N/A Yes X No
(3) Height of the top of the existing culvert above If yes, please provide record of their action.
the MHW or NWL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
Revised 03/95
Form DCM-MP-5
Section A
b. Number of culverts proposed 3 culverts
c. Type of culvert (construction material, style)
Corregated aluminum Pipe (CAP)
d. Will proposed culvert 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
e. Will proposed culvert replace an existing culvert?
X Yes _ No
if yes,
(1) Length of existing culverts 31'
(2) Width of existing culvert 18"
(3) Height of the top of the existing culvert above
the MHW or NWL 0.5'
(4) Will all, or a part of, the existing culvert be
removed? (Explain) All existing culverts will
be removed and upgraded to improved culverts
f. Length of proposed culvert 51' each
g. Width of proposed culvert 24" each
h. Height of the top of the proposed culvert above the
MHW or NWL 0.9'
i. Will the proposed culvert affect existing water flow?
X Yes No
If yes, explain Replacing existing culverts will restore
Natural flow of existing wetlands. Existing culverts
Do not function properly
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain existing wetlands not navigable
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes No
If yes,
(1) Length of area to be excavated 55'
(2) Width of area to be excavated 10'
(3) Depth of area to be excavated 2'
(4) Amount of material to be excavated in cubic
yards 41 cubic yards
b. Will the placement of the proposed bridge or culvert
require any excavation within: Yes
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes,
(1) Length of area to be excavated 11'
(2) Width of area to be excavated 30'
(3) Amount of material to be excavated in cubic
yards 12 cubic yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 14'
(2) Width of area to be excavated 28'
(3) Amount of material to be excavated in cubic
yards 51 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
On existing uplands adjacent to crossing.
(2) Dimensions of spoil disposal area
30' x 100'
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
(4)Will the disposal area be available for future
maintenance? X Yes No
(5)Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2 above.
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? X Yes No
If yes,
(1) Length of area to be filled 35'
Revised 03/95
Form DCM-MP-S
Section A
(2) Width of area to be filled 2'
(3) Purpose of fill To place material in location of
existing culvert to be replaced.
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:
Coastal Wetlands _ SAVs X Other Wetlands
If yes, 418 sf
(1) Length of area to be filled 12' avg.
(2) Width of area to be filled 17' avg.
(3) Purpose of fill For a road to cross from
uplands to uplands.
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 40'
(2) Width of area to be filled 48'
(3) Purpose of fill To elevate road base above the
proposed culverts.
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
if yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project require
any existing utility lines? Yes
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
the relocation of
X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
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.
li. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
u/31.SnLJv
Applicant or Project Name
Signa?_
I-A Z
Date
Revised 03/95
Form DCM-MP-5
]0'3I81[DG]ES 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 (4) Will all, or a part of, the existing culvert be
proposed project. removed? (Explain) N/A
Section C
1. BRIDGES g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
a. Public Private X
i. Height of proposed bridge above wetlands
b. Type of bridge (construction material) N/A N/A
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
c. Water body to be crossed by bridge N/A If yes, explain N/A
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
k. Navigation clearance underneath proposed bridge
e. Will proposed bridge replace an existing bridge? N/A
Yes No
if yes, 1. Will the proposed bridge affect navigation by
(1) Length of existing bridge N/A reducing or increasing the existing navigable
(2) Width of existing bridge N/A opening? Yes X No N/A
(3) Navigation clearance underneath existing If yes, explain
bridge N/A
(4) Will all, or a part of, the existing bridge m. Will the proposed bridge cross wetlands containing
be removed? (Explain) bridge N/A no navigable waters? Yes X No N/A
If yes, explain N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No N/A
If yes, n. Have you contacted the U.S. Coast Guard concerning
(1) Length of existing culvert N/A their approval?
(2) Width of existing culvert N/A Yes X No
(3) Height of the top of the existing culvert above If yes, please provide record of their action.
the MHW or NWL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
Revised 03/95
Form DCM-MP-5
Section C If yes,
(1) Length of area to be excavated 58'
b. Number of culverts proposed 5 culverts (2) Width of area to be excavated 22'
(3) Depth of area to be excavated 2'
c. Type of culvert (construction material, style) (4) Amount of material to be excavated in cubic
Corregated aluminum Pipe (CAP) yards 95 cubic yards
d. Will proposed culvert replace an existing bridge? b. Will the placement of the proposed bridge or culvert
Yes X No require any excavation within: Yes
if yes, - Coastal Wetlands - SAVs X Other Wetlands
(1) Length of existing bridge N/A If yes,
(2) Width of existing bridge N/A (1) Length of area to be excavated 20'
(3) Navigation clearance underneath existing (2) Width of area to be excavated 32'
bridge N/A (3) Amount of material to be excavated in cubic
(4) Will all, or a part of, the existing bridge be yards 35cubic yards
removed? (Explain) N/A
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
e. Will proposed culvert replace an existing culvert? X Yes No
X Yes
No If yes,
_
if yes, (1) Length of area to be excavated 22'
(1) Length of existing culverts 38' (2) Width of area to be excavated 30'
(2) Width of existing culvert 18" (3) Amount of material to be excavated in cubic
(3) Height of the top of the existing culvert above yards. 25 cubic yards
the MHW or NWL 3
5'
_
(4) Will all, or a part of, the existing culvert be d. If the placement of the bridge or culvert involves any
removed? (Explain) All existing culverts will excavation, please complete the following:
improved culverts
be removed and upgraded
to (1) Location of the spoil disposal area
_
_ On existing uplands adjacent to crossing.
(2) Dimensions of spoil disposal area
f. Length of proposed culvert 54' each 30' x 150'
(3) Do you claim title to the disposal area?
g. Width of proposed culvert 36" each X Yes No
If no, attach a letter granting permission from
h. Height of the top of the proposed culvert above the the owner.
MHW or NWL 1.5' (4)Will the disposal area be available for future
i. Will the proposed culvert affect existing water flow? maintenance? X Yes No
X Yes No (5)Does the disposal area include any coastal
If yes, explain Replacing existing culverts will restore wetlands (marsh), SAVs, or other wetlands?
Natural flow of existing wetlands. Existing culverts Yes X No
Do not function properly If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
j. Will the proposed culvert affect existing navigation the MHW or NWL? Yes X No
potential? Yes X No If yes, give dimension if different from No. 2 above.
If yes, explain existing wetlands not navigable
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
3. EXCAVATION AND FILL described in Item d. above) to be placed below MHW
or NWL? Yes X No
If yes,
a. Will the placement of the proposed bridge or culvert (1) Length of area to be filled N/A
require any excavation below the MHW or NWL?
X Yes No
Revised 03195
Form DCM-MP-S
Section C
(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:
- Coastal Wetlands - SAVs X Other Wetlands
If yes, 5,144 sf
(1) Length of area to be filled 166' max.
(2) Width of area to be filled 32' max
(3) Purpose of fill For the proposed road to cross
404 wetlands and meet NCDOT road design
standards
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 110'
(2) Width of area to be filled 30'
(3) Purpose of fill To elevate road base above the
proposed culverts.
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail The purchase of wetland
Credits from NCFEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines?
If yes, explain in detail _
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
require the relocation of
Yes X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
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.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail

Applicant or Project Name
Signature
3/2s'/nom'
Date
Revised 03/95
Form DCM-MP-5
ID
?I?D GES AN
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.
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
Section D
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material) N/A
N/A
c. Water body to be crossed by bridge N/A
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
e. Will proposed bridge replace an existing bridge?
Yes 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) bridge N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X 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 N WL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
i. Height of proposed bridge above wetlands
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
If yes, explain N/A
k. Navigation clearance underneath proposed bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No N/A
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No N/A
If yes, explain N/A
n. Have you contacted the U.S. Coast Guard concerning
their approval?
Yes X No
If yes, please provide record of their action.
Revised 03/95
Form DCM-MRS
Section D (2) Width of area to be excavated N/A
(3) Depth of area to be excavated N/A
b. Number of culverts proposed 3 culverts (4) Amount of material to be excavated in cubic
yards N/A
c. Type of culvert (construction material, style)
Corregated aluminum Pipe (CAP) b. Will the placement of the proposed bridge or culvert
require any excavation within:
d. Will proposed culvert replace an existing bridge? - Coastal. Wetlands - SAVs X Other Wetlands
Yes X No If yes,
if yes, (1) Length of area to be excavated 12'
'
(1) Length of existing bridge N/A (2) Width of area to be excavated 36
(2) Width of existing bridge N/A (3) Amount of material to be excavated in cubic
(3) Navigation clearance underneath existing yards 24 cubic yards
bridge N/A
(4) Will all, or a part of, the existing bridge be c. Will the placement of the proposed bridge or culvert
removed? (Explain) N/A require any highground excavation?
X Yes No
If yes,
e. Will proposed culvert replace an existing culvert? (1) Length of area to be excavated 12'
X Yes
No (2) Width of area to be excavated 18'
_
If yes, (3) Amount of material to be excavated in cubic
(1) Length of existing culverts 38' yards. 37 cubic yards
(2) Width of existing culvert 18"
(3) Height of the top of the existing culvert above d. If the placement of the bridge or culvert involves any
the MHW or NWL N/A excavation, please complete the following:
(4) Will. all, or a part of, the existing culvert be (1) Location of the spoil disposal area
removed? (Explain) All existing culverts will On existing uplands adjacent to crossing,
be removed and upgraded to improved culverts (2) Dimensions of spoil disposal area
30' x 40'
(3) Do you claim title to the disposal area?
f. Length of proposed culvert 54' each X Yes No
If no, attach a letter granting permission from
g. Width of proposed culvert 36" each the owner.
h. Height of the top of the proposed culvert above the (4)Will the disposal area be available for future
MHW or NWL N/A maintenance? X Yes No
i. Will the proposed culvert affect existing water flow? (5)Does the disposal area include any coastal
Yes X No wetlands (marsh), SAVs, or other wetlands?
If yes, explain Yes X No
If yes, give dimensions if different from (2) above.
j. Will the proposed culvert affect existing navigation (6)Does the disposal area include any area below
potential? Yes X No the MHW orNWL? Yes X No
If yes, explain existing wetlands not navigable If yes, give dimension if different from No. 2 above.
e. Will the placement of the proposed bridge or culvert
3. EXCAVATION AND FILL result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? Yes X No
a. Will the placement of the proposed bridge or culvert If yes,
require any excavation below the MHW or NWL? (1) Length of area to be filled N/A
_ Yes X No
If yes,
(1) Length of area to be excavated N/A
Revised 03/95
Form DCM-MP-S
Section D
(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:
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes, 2,664 sf
(1) Length of area to be filled 74' max.
(2) Width of area to be filled 26' max
(3) Purpose of fill For the proposed road to cross
404 wetlands and meet NCDOT road design
standards
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 50'
(2) Width of area to be filled 18'
(3) Purpose of fill To elevate road base above the
proposed culverts.
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
if yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines? .
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
require the relocation of
_ Yes X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
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.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
2iUE/LSa?c?N??
Applicant or Project Name
Signatur
Date
Revised 03/95
Form DCM-MP-S
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit; Form DCM-MP-I. Be sure to complete all other
sections of the Joint Application that relate to this (4) Will all, or a part of, the existing culvert be
proposed project. removed? (Explain) N/A
Section E
1. BRIDGES g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
a. Public Private X
-
i.
Height of proposed bridge above wetlands
b. Type of bridge (construction material) N/A N/A
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
c. Water body to be crossed by bridge N/A If yes, explain N/A
N/A
d. Water depth at the proposed crossing at MLW or
N WL N/A
k. Navigation clearance underneath proposed bridge
e. Will proposed bridge replace an existing bridge? N/A
Yes No
if yes, 1. Will the proposed bridge affect navigation by
(1) Length of existing bridge N/A reducing or increasing the existing navigable
(2) Width of existing bridge N/A opening? Yes X No N/A
(3) Navigation clearance underneath existing If yes, explain
bridge N/A
(4) Will all, or a part of, the existing bridge m. Will the proposed bridge cross wetlands containing
be removed? (Explain) bridge N/A no navigable waters? Yes X No N/A
If yes, explain N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No N/A
If yes, n. Have you contacted the U.S. Coast Guard concerning
(1) Length of existing culvert N/A their approval?
(2) Width of existing culvert N/A Yes X No
(3) Height of the top of the existing culvert above If yes, please provide record of their action.
the MHW or NWL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
Revised 03/95
Form DCM-MP-5
Section E If yes,
(1) Length of area to be excavated 60'
b. Number of culverts proposed 3 culverts (2) Width of area to be excavated 12'
(3) Depth of area to be excavated 2.2'
c. Type of culvert (construction material, style) (4) Amount of material to be excavated in cubic
Corregated aluminum Pipe (CAP) yards 59 Cubic Yards
d. Will proposed culvert replace an existing bridge? b. Will the placement of the proposed bridge or culvert
Yes X No require any excavation within: yes
If yes, _ Coastal Wetlands _ SAVs X Other Wetlands
(1) Length of existing bridge N/A If yes,
(2) Width of existing bridge N/A (1) Length of area to be excavated 12'
(3) Navigation clearance underneath existing (2) Width of area to be excavated 10'
bridge N/A (3) Amount of material to be excavated in cubic
(4) Will all, or a part of, the existing bridge be yards 9 cubic yards
removed? (Explain) N/A
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
e. Will proposed culvert replace an existing culvert? X Yes No
X Yes
No If yes,
_
if yes, (1) Length of area to be excavated 12'
(1) Length of existing culverts 55' (2) Width of area to be excavated 46'
(2) Width of existing culvert 18" (3) Amount of material to be excavated in cubic
(3) Height of the top of the existing culvert above yards. 65 cubic yards
the MHW or NWL Below NWL -0.5
(4) Will all, or a part of, the existing culvert be d. If the placement of the bridge or culvert involves any
removed? (Explain) All existing culverts will excavation, please complete the following:
be removed and upgraded to improved culverts (1) Location of the spoil disposal area
On existing uplands adiacent to crossing.
(2) Dimensions of spoil disposal area
f. Length of proposed culvert 50' each 30' x 120'
(3) Do you claim title to the disposal area?
g. Width of proposed culvert 24"each X Yes No
If no, attach a letter granting permission from
h. Height of the top of the proposed culvert above the the owner.

i. MHW or NWL 0.9'
Will the proposed culvert affect existing water flow?
(4)Will the disposal area be available for future
X Yes No maintenance? X Yes No
if yes, explain Rep] acin existing xisting culverts will restore (5)Does the disposal area include any coastal
Natural flow of existing wetlands. Existing culverts wetlands (marsh), SAVs, or other wetlands?
Do not function properly Yes X No
If yes, give dimensions if different from (2) above.
j. Will the proposed culvert affect existing navigation (6)Does the disposal area include any area below
potential? Yes X No the MHW or NWL? Yes X No
If yes, explain existing wetlands not navigable If yes, give dimension if different from No. 2 above.
e. Will the placement of the proposed bridge or culvert
3. EXCAVATION AND FILL result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? X Yes No
a. Will the placement of the proposed bridge or culvert If yes,
require any excavation below the MHW or NAT? (1) Length of area to be filled 60'
X Yes No
Revised 03/95
Form DCM-MP-S
d. Will the proposed project require any work channels?
Section E Yes X No
If yes, complete Form DCM-MP-2
(2) Width of area to be filled 2'
How will excavated or fill material be kept on site
e
(3) Purpose of fill To replace material after .
and erosion controlled? Any excavated or fill material
removal of existing culvert. will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state,
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:
What type of construction equipment will be used
f
_ Coastal Wetlands _ SAVs X Other Wetlands .
dragline, backhoe or hydraulic dredge)?
(for example
If yes, 1,504 sf
(1) Length of area to be filled 82' max. ,
Excavator, backhoe and grader
(2) Width of area to be filled 22' max
(3) Purpose of fill For the proposed road to cross
404 wetlands and meet NCDOT road design
standards g. Will wetlands be crossed in transporting equipment to
project site? Yes X No
g. Will the placement of the proposed bridge or culvert If yes, explain steps that will be taken to lessen
result in any fill (other than excavated material environmental impacts.
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 52'
h. Will the placement of the proposed bridge or culvert
(2) Width. ofarea_tabe filled 42' require any shoreline stabilization?
(3) Purpose offill To elevate road base above the Yes X No
nronosed culverts. If yes, explain in detail
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines? .
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
require the relocation of
_ Yes X No
rU ?-wND
Applicant or Project Name
Signature
Rl4L<
Date
Revised 03/95
Form DCM-MP-5
lB1tIDGES AlvD
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
Section F
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material) N/A
N/A
c. Water body to be crossed by bridge N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
e. Will proposed bridge replace an existing bridge?
Yes 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) bridge N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X 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
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
i. Height of proposed bridge above wetlands
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
If yes, explain N/A
k. Navigation clearance underneath proposed bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No N/A
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No N/A
If yes, explain N/A
n. Have you contacted the U.S. Coast Guard concerning
their approval?
Yes X No
If yes, please provide record of their action.
Revised 03/95
Form DCM-M -5
Section F
b. Number of culverts proposed 3 culverts
c. Type of culvert (construction material, style)
Corregated aluminum Pipe (CAP)
d. Will proposed culvert 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
e. Will proposed culvert replace an existing culvert?
Yes X No
If Yes,
(1) Length of existing culverts 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)
f. Length of proposed culvert 45' each
g. Width of proposed culvert 15" each
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
Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain existing wetlands not navigable
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 N/A
b. Will the placement of the proposed bridge or culvert
require any excavation within: Yes
_ Coastal Wetlands - SAVs X Other Wetlands
If yes,
(1) Length of area to be excavated 28'
(2) Width of area to be excavated 8'
(3) Amount of material to be excavated in cubic
yards 17 cubic yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 12'
(2) Width of area to be excavated 21'
(3) Amount of material to be excavated in cubic
yards. 10 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
On existing uplands adiacent to crossing.
(2) Dimensions of spoil disposal area
30' x 20'
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
(4)Will the disposal area be available for future
maintenance? X Yes No
(5)Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2 above.
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
Revised 03/95
Form DCM-MP-5
Section F e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
(2) Width of area to be filled N/A will be stabilized as stated in the Sedimentation and
(3) Purpose of fill N/A Erosion control plan submitted to the state.
f. Will the placement of the proposed bridge or culvert
result in any fill. (other than excavated material f. What type of construction equipment will be used
described in Item d. above) to be placed within: (for example, dragline, backhoe or hydraulic dredge)?
_ Coastal Wetlands _ SAVs X Other Wetlands Excavator, backhoe and grader
If yes, 1,200 sf
(1) Length of area to be filled 45' max.
(2) Width of area to be filled 21' max
(3) Purpose of fill For the proposed road to cross g• Will wetlands be crossed in transporting equipment to
404 wetlands and meet NCDOT road design project site? Yes X No
standards If yes, explain steps that will be taken to lessen
environmental impacts.
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No h. Will the placement of the proposed bridge or culvert
If yes, require any shoreline stabilization?
(1) Length of area to be filled 40' Yes X No
(2) Width of area to be filled 20' If yes, explain in detail
(3) Purpose of fill To elevate road base above the
proposed culverts
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
if yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines?
If yes, explain in detail _
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
require the relocation of
Yes X No
A?=(- Out-'o -
Applicant or Project Name
Signature r
Spa s/a-?
Date
Revised 03/95
Form DCM-M -5
I?R ff 13 G E`? A N D
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 (4) Will all, or a part of, the existing culvert be
proposed project. removed? (Explain) N/A
Section G
1. BRIDGES g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
a. Public Private X
i. Height of proposed bridge above wetlands
b. Type of bridge (construction material) N/A N/A
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
c. Water body to be crossed by bridge N/A If yes, explain N/A
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
k. Navigation clearance underneath proposed bridge
e. Will proposed bridge replace an existing bridge? N/A
Yes No
if yes, 1. Will the proposed bridge affect navigation by
(1) Length of existing bridge N/A reducing or increasing the existing navigable
(2) Width of existing bridge N/A opening? Yes X No N/A
(3) Navigation clearance underneath existing If yes, explain
bridge N/A
(4) Will all, or a part of, the existing bridge m. Will the proposed bridge cross wetlands containing
be removed? (Explain) bridge N/A no navigable waters? Yes X No N/A
If yes, explain N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No N/A
If yes, n. Have you contacted the U.S. Coast Guard concerning
(1) Length of existing culvert N/A their approval?
(2) Width of existing culvert N/A Yes X No
(3) Height of the top of the existing culvert above if yes, please provide record of their action.
the MHW or NVVL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
Revised 03195
Form DCM-MP-5
Section G
b. Number of culverts proposed 3 culverts
c. Type of culvert (construction material, style)
Corregated aluminum Pipe (CAP)
d. Will proposed culvert 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
e. Will proposed culvert replace an existing culvert?
Yes X No
If Yes,
(1) Length of existing culverts 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)
f. Length of proposed culvert 52' each
g. Width of proposed culvert 18"each
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 X No
if yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain existing wetlands not navigable
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 N/A
b. Will the placement of the proposed bridge or culvert
require any excavation within: Yes
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes,
(1) Length of area to be excavated 52'
(2) Width of area to be excavated 8'
(3) Amount of material to be excavated in cubic
yards 15 cubicyards
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 N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards. N/A
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? N/A
Yes No
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 X No
If yes, give dimension if different from No. 2 above.
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 No N/A
If yes,
(1) Length of area to be filled N/A
Revised 03/95
Form DCM-MP-S
Section G
(2) Width of area to be filled N/A
(3) Purpose of fill
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:
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes, 2,302
(1) Length of area to be filled 32' max.
(2) Width of area to be filled 60'max
(3) Purpose of fill For the proposed road to cross
404 wetlands and meet NCDOT road design
standards
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 40'
(2) Width of area to be filled 45'
(3) Purpose of fill To elevate road base above the
proposed culverts.
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b
Will the proposed project
any existing utility lines? .
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
require the relocation of
Yes X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
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.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
AL&'Z, 5?r-D
Applicant or Project Name
Signature/--,'
Date
Revised 03/95
Form DCM-MP-5
]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.
Section H
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material) N/A
c. Water body to be crossed by bridge N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
e. Will proposed bridge replace an existing bridge?
Yes 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) bridge N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X 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 NOW or NWL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
i. Height of proposed bridge above wetlands
N/A
i.
Will the proposed bridge affect existing water flow?
Yes X No N/A
If yes, explain N/A
k. Navigation clearance underneath proposed bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No N/A
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No N/A
If yes, explain N/A
n. Have you contacted the U.S. Coast Guard concerning
their approval?
Yes X No
If yes, please provide record of their action.
Revised 03/95
Form DCM-MP-5
Section H
b. Number of culverts proposed 3 culverts
c. Type of culvert (construction material, style)
Corregated aluminum Pipe (CAP)
d. Will proposed culvert 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
(3) Depth of area to be excavated N/A
(4) Amount of material to be excavated in cubic
yards N/A
b.
C.
e. Will proposed culvert replace an existing culvert?
Yes X No
If Yes,
(1) Length of existing culverts 37'
(2) Width of existing culvert 15"
(3) Height of the top of the existing culvert above d.
the MW or NWL No NWL, N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
All exfstfng culverts will be removed and
upgraded to improved culverts
£ Length of proposed culvert 54' each
g. Width of proposed culvert 27" each
h. Height of the top of the proposed culvert above the
MHW or N WL N/A
i. Will the proposed culvert affect existing water flow?
_ Yes X No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain existing wetlands not navigable
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
Will the placement of the proposed bridge or culvert
require any excavation within: Yes
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes,
(1) Length of area to be excavated 54'
(2) Width of area to be excavated 8'
(3) Amount of material to be excavated in cubic
yards 16 cubic yards
Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes -No
If yes,
(1) Length of area to be excavated 10'
(2) Width of area to be excavated 50'
(3) Amount of material to be excavated in cubic
yards. 75 cubic yards
If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
On existing uplands adjacent to crossing
(2) Dimensions of spoil disposal area
40' x 65'
(3) Do you claim title to the disposal area?
X Yes No
if no, attach a letter granting permission from
the owner.
(4)Will the disposal area be available for future
maintenance? X Yes No
(5)Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
the NMW or NWL? X Yes _ No
If yes, give dimension if different from No. 2 above.
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
Revised 03195
Form DCM-MP-S
Section H
(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:
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes, 1,308 sf
(1) Length of area to be filled 27'max.
(2) Width of area to be filled 62'max
(3) Purpose of fill For the proposed road to cross
404 wetlands and meet NCDOT road design
standards
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 40'
(2) Width of area to be filled 32'
(3) Purpose of fill To elevate road base above the
proposed culverts
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines?
If yes, explain in detail _
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
require the relocation of
_ Yes X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
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.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
yii&.50w"'o
Applicant or Project Name
Signatu e
Date
Revised 03/95
Form DCM-MP-5
?R I D", Gff -- vn' S A N D
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.
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
Section I
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material)
Wood
c. Water body to be crossed by bridge N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
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
g. Length of proposed bridge 50'
h. Width of proposed bridge 18'
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain N/A
k. Navigation clearance underneath proposed bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain
(4) Will all, or a part of, the existing bridge m. Will the proposed bridge cross wetlands containing
be removed? (Explain) bridge N/A no navigable waters? Yes X No
f. Will proposed bridge replace an existing culvert(s)? If yes, explain
Yes X No
If yes, n. Have you contacted the U.S. Coast Guard concerning
(1) Length of existing culvert N/A their approval? N/A
(2) Width of existing culvert N/A Yes X No
(3) Height of the top of the existing culvert above If yes, please provide record of their action.
the MHW or NWL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributary of Middleton Creek and Yeopim River
Revised 03/95
Form DCM-MP-5
Section I
b. Number of culverts proposed N/A
c. Type of culvert (construction material, style)
N/A
d. Will proposed culvert 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
e. Will proposed culvert replace an existing culvert?
Yes _ No N/A
If yes,
(1) Length of existing culverts N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL No NWL, N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
£ Length of proposed culvert 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 X No
If yes, explain
Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain
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 N/A
b. Will the placement of the proposed bridge or culvert
require any excavation within: No
_ 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 N/A
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 N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards. N/A
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? N/A
_ Yes No
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.
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
Revised 03/95
Form DCM-MP-S
Section I
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:
_ Coastal Wetlands _ SAVs - Other Wetlands
If yes, N/A
(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
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 20'
(2) Width of area to be filled 20'
(3) Purpose of fill To elevate road base for the
approach to the bridge.
GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines?
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
if yes, explain in detail
d. Will the proposed project require any work channels?
Ye- X No
If yes, complete Form DCM-MP-2
require the relocation of
_ Yes X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any land disturbance or fill
material will be stabilized as stated in the
Sedimentation and Erosion control plan submitted to
the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
g. Will wetlands be crossed in transporting equipment to
project site? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Wooden mats will placed
over wetland crossing if needed during construction.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
'(Z'-'XZv
Applicant or Project Name
signa
Date
Rc? ise,l 13195

N
N W
y?
3
0
O
0
Ul
0
w
-0
O
0
0
0
w
ti
w
m
-C I
0
w
I- .
O
Nb?
N
NA?
O
N
3
-i
O
O
Ul
0
w
.n
0
0
O
C3
w
ru
w
O
ni
?n m
(1 a
O
u
fi
A fJ
[]?
Ps
013 13
0m
M w
_. J
H
ry?
N
O
© o d
D
' co
(p m '
° Er g
30.0
co rVol
a
-0. w
0- CL
2.?
m
co
ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
July 17, 2006
Lesley L. Kersey
P.O. Box 623
Edenton, NC 27932
Dear Mr. Kersey,
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
This letter is with reference to the enclosed CAMA Major Permit Application and plats
for the Waterfront Group NC, LLC who own property adjacent to your property on the
Yeopim River in Chowan County, North Carolina. The Waterfront Group NC, LLC is
proposing to improve their property for a 224 Lot residential subdivision (Riversound
Phase 1). The proposed project includes: a boating facility to access the Yeopim River;
shoreline stabilization within the proposed boat ramp area; a pavilion and parking for
the boat ramp, three community piers with gazebos, a subdivision road and central
wastewater system. This letter serves as notification to you of the proposed activity for
this project adjacent to your waterfront property.
If you have no objection to our client's proposal, please sign and date the bottom of this
letter and return it to our office. I have also enclosed a copy of this letter for your
records. If we have not heard from you within 30 days it will be considered that you
have no comments to this project.
If you have any questions please do not hesitate to call me at 252-261-7707 or contact
the NC Division of Coastal Management.
Sincerely,
Douglas A. Dorman
/I ,Lv
SIG ATURE

DATE

ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
July 17, 2006
Lesley L. Kersey
P.O. Box 623
Edenton, NC 27932
Dear Mr. Kersey,
This letter is with reference to the enclosed CAMA Major Permit Application and plats
for the Waterfront Group NC, LLC who own property adjacent to your property on the
Yeopim River in Chowan County, North Carolina. The Waterfront Group NC, LLC is
proposing to improve their property for a 224 Lot residential subdivision (Riversound
Phase 1). The proposed project includes: a boating facility to access the Yeopim River;
shoreline stabilization within the proposed boat ramp area; a pavilion and parking for
the boat ramp, three community piers with gazebos, a subdivision road and central
wastewater system. This letter serves as notification to you of the proposed activity for
this project adjacent to your waterfront property.
If you have no objection to our client's proposal, please sign and date the bottom of this
letter and return it to our office. I have also enclosed a copy of this letter for your
records. If we have not heard from you within 30 days it will be considered that you
have no comments to this project.
If you have any questions please do not hesitate to call me at 252-261-7707 or contact
the NC Division of Coastal Management.
Sincerely,

Douglas A. Dorman
SIGNATURE
DATE
ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
July 17, 2006
Gretchen Byrum
1929 North Road Street
Elizabeth City, NC 27909
Dear Ms. Byrum,
This letter is with reference to the enclosed CAMA Major Permit Application and plats
for the Waterfront Group NC, LLC who own property adjacent to your property on the
Yeopim River in Chowan County, North Carolina. The Waterfront Group NC, LLC is
proposing to improve their property for a 224 Lot residential subdivision (Riversound
Phase 1). The proposed project includes: a boating facility to access the Yeopim River;
shoreline stabilization within the proposed boat ramp area; a pavilion and parking for
the boat ramp, three community piers with gazebos, a subdivision road and central
wastewater system. This letter serves as notification to you of the proposed activity for
this project adjacent to your waterfront property.
If you have no objection to our client's proposal, please sign and date the bottom of this
letter and return it to our office. I have also enclosed a copy of this letter for your
records. If we have not heard from you within 30 days it will be considered that you
have no comments to this project.
If you have any questions please do not hesitate to call me at 252-261-7707 or contact
the NC Division of Coastal Management.
Sincerely,

Douglas A. Dorman
SIGNATURE DATE
CHOWAN COUNTY, NORTH CAROLINA
EDENTON, NORTH CAROLINA 27932
August 14, 2006
Larry Bragg
RiverSound Development
17505 W Catawba Avenue
Suite 350
Cornelius, NC 28031
Dear Larry:
Chowan County has agreed to provide water supply to the RiverSound Development with
the developer being responsible for the construction of the maii distribution lines to the
subdivision. RiverSound Engineers have discussed the design with the County Engiieer
and the design being proposed is in complete compliance with County and State
standards.
IfI can provide any further information, please do not hesitate to give me a call.
Sincerely,
CA/Copeland
Luther.County Manager.
ebb
FROM :RTLANT[C ENVIRONMENTAL CONSULT FAX NO. :2522612965
Jul. 28 2006 12:3691 P2
Elliot Harwell
Waterfront Croup NC, LLC
17505 West Catawba Ave. Suite 350
Cornelius, NC 20031
f, Elliot Hamel] authorize Atlantic Environmental Consultants, LLC (AEC) to
ripply for environmental permits on behalf of the Waterfimt Group NC, LLC for
the Riversound Project IS Chowan County, North Carolina.
?. ?l• ??p
AuthorQation Date
ENVIRONMENTAL SERVICES, INC-
524 New Hope Road
Raleigh, NC 27610
919-212-1760 / Facsimile 919-212-1707
www.esinc.ce
MEMORANDUM
TO: Josh Witherspoon
FROM: Scott Seibel
DATE: 11 April 2006
RE: Norcum-Hughes Cultural Resource Assessment
Research was conducted at the North Carolina Office of State Archaeology (OSA) and the North
Carolina State Historic Preservation Office (NCSHPO) Survey and Planning Branch to
determine if any previously recorded cultural resources occur within the boundaries or in the
vicinity of the Norcum-Hughes property in Chowan County, North Carolina. This research
occurred on 31 March 2006 and 11 April 2006, respectively. Research revealed that no
previously recorded archaeological sites are located within the boundaries of the property and
that no previously recorded historic buildings or structures are located within a 0.75-mile radius
of the property.
If federal permitting, such as from the United States Army Corps of Engineers (ALOE), is
necessary for the proposed project, regulatory coordination with the NCSHPO is required. Any
comment by the NCSHPO on the proposed project would apply only to the permit areas as
defined by the permitting agency. If no federal permitting is required for the proposed project,
no further cultural resource work is necessary.
.... _ ......... ....................

SITE
z SNH ET 4 SHOWS SOT RAMP. PARKING
AND RIVER HOUSE
ALUEMAr&E SOUND
?. •?? mo:-........?
VICINITY MAP o
i ? 16
NTS
?' i •\
'Q f1
+' LETS Or WIAM I
NOTE:
SHEET 5 SHOWS THE 1ST OF 3 COMMUNITY ACCESS EASEMENTS AND GAZEBO AD,TACANT
PROP
\ r;* { ,. ?• s ^? LESLIE L. s
1w
?. r.
.A
L"m
ULLAMM
NQ:
SHEET 6 SHOWS THE 2ND OF 3 COMMUNITY
ACCESS EASEMENTS AND GAZEBO'
NOTE: s a? a i a'i ±tl
SHEET 7 SHOWS THE 3RD OF 3 COMMUNITY` ; -
ACCESS EASEMENTS AND GAZEBO NOTE:
AREAS LABLED AS A-•1 INDICATE CROSSINGS
Y DETAI ON SWE LAN S jS SHOWN IN
- ;S a.Y
oars ar
WRAWS O(1lEASK)N ? ? iJ4?' { _ ?+[ coq
J - -
140.00,
ID
z
?l -
"ACANMOOF ROPER TY N T
II
d?
ffOOJ
SHEET 1 OF 17
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
,4TL,4NT/C EN11NONMENT4L CONSULTANTS, LLC
GRAPHIC SCALE 1 = 1 0 0 0 A0. 90.r 9266, K/TTY /1.4jYf(, AC. 27949
?252)261-7707, email roMomam®ao1. cam
DATE: 7/27/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D
r
•, • • / aaf LOT So
LOT LOp LAM 47 LOT 36: Y C?j
PROPOSED S
PONDS (0.74 ACRES) LOT 48 LOT•
' LOT IAT 4 LOT 33
.' = 0
40.
LOT 50
i' LOT 3 f
30
.? / :; •:: ?+ LOT 51 LOT J LOT 1?
/? /;. .;4?.• ;:•: ? ? LOT 29 LOT 14
:.? .
u' a, LOT 28 4;?''..; : ::;;::•:::.
Ltd •.. ;: u? 13
z 4 ?:t:•
? ••? ,? 0 LOT 69 WK 41 LoT 1
Q I ` O O °a P? ?? LOT 7o LOT 20 LOT 1 t '?'••?
J Q1 `?,
LOT 71 LOT 10
?, ; • •:',? °ir 6' ' ,, LOT Q LOT 9 ..• ;. .: wr
L, LOYT .•.;...? LOT 7 t . O
cn
Lx
.9° LOT 91 r
w
o LOT 90 Z
ro U F-
LOT 73 LOT5?
L >
LOT 09 LOT 4 0 m
LOT 74 to w
Z
.r' .y`: ? : :•: •:. ':5}' r LoT aQ ? C7
. T? :1 •: -'L :: ?j, oit - n• LOT 76 LoT 3
fn
.Z. 40 1-
~ \ N •? • M N • V'?'Y.-:s:U P,. a •? • :•: i i :.;?
?5 + J LOT 10 J r 4 . LOT 7Q WT Z
LOT 110 •` ?; `Oa WT 08
?,r • LOT 119 LOT 10:1 ,? ' •• '' r t • T 79 LDT 77
85 LOT
j LOT 135 LOT 134 LOT 120 LOT 123 ` LOT y LOT 81 70 LOT 1
r
LOT 82 _:?•
IDT 83
LOT
IAT 138 LOT 121 124 LOT 04
LOT 137 LOT 122 L, /ao W N
LOT 1 r +? t?T •+,i? .tom t.? f•:-
.rj? 1 ?•;:; LOT 139 ? ? ? ? - ;•,:• ?..;.;.;•;';:;:;a?' ::' :;:...;
C??T ?;? LOT 140 LOTik?3$S? N rr -•`i.;1?•
•?rf'°? ?,. `; tar 14s r: LIMITS OF CONFIRMED 404 WETLAND
SIGNED BY THE USACOE 5/31/06
X.
.
1 %• Iar 147 I OT 188 LOT 220
I .•? 1 LOT 148 LOT 1 L'!??'? i • ?'
I= 149__ LOT 103
• . r: T- •? i.' IAT 221 ?. I • :•.':
~ LOT 171
% LOT 160
LOT 182 PROPOSED STORMWATER
r +': ?. ..,::• : ' ,Iar 161 LOT 172 •::;: POND (1 ACRE)
T=: :•` LOT lb4`?'\:•;'• •?, LOT 222
N??.1 LOT 162 LOT 173 LOT 181 C :::::::.::::::::;
:;C'• ?'i LOT 165 ?.;.
LOT 153 LOT 174 y
:• LOT 150 LOT 180 LOT 223
;F t
?. PARKING LOT 175
LOT 167 AREA
E1 GEND:
LOT 178 i° LOT 179
F `.. ,? ?•LOT IbQ?°. -' 4• ;.:1l ': '•.•; : •': • a UMITS OF CONFIRMED 404 WETLAND
SIGNED OY THE USACOE 5/31/06
LOT 159 '•j "?
° y LOT 187 - • - • - • - EXISTING 404 WETLAND UNE
44
is _ :.:?:? ?, ,? ? ? .,.•:`,'..?
N ti '':. •« LOT 184
LOT 185 VACUUM STATION FOR
LOT 194' WASTEWATER TREATMEN
• LOT 195 1
L.IAT 108
.:•: .. PARKER LO? 180 g?ti?e tst
=? LOT 196 rr¢¢ LOT 217
-t C t i,t ! i 1Zi j'r
l t'ftitt?TtfitTtit•
• j+?L01. 197 I'OT 214 LOT z16 PROPOSED STORMWATER
POND (0.4 ACRES)
LOT 198 LoT 216
SHEET 2 OF 17
LOT 209
- w-
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA .
A7LAN7/C ENl10?0Nti1EN7AL CONSUL7ANTS, LLC
GRAPHIC SCALE 1 400' PO BOX 3266, KITTYHQIyff, NO.. 27949
[phone], email roxdormam®ad com
DATE: 7/27/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D
LOT 108
LOT 200 ?p
?j. LOT
?
}
.
LOT 201 LOT 205 POO ?' LOT 211
AT 20 f
IA
T 212
LIMITS OF CONFIRMED 404 WETLAND
SIGNED BY THE USACOE 5/31/06
his
AL A. A. A AL AL AL Ati
Iv--? ?AL _

LIMITS OF CONFIRMED 404 WETLAND
SIGNED BY THE USACOE 5 31 O6
A4
WASTE WATER
TREATMENT
A, AL
n
FACILITY
AX CL A AL AL
A6 AL
_\,`A, g AL
^INF1U?y= 11
Plo -? -
TEMPORARY SOIL
STOCKPILE AREA
2 ACRES
?t?
At A. AL A.
m
:7 zg
IN
A -c7
AL \
'P_ONt?
IL
rte
A.
i PROPOSED FLAT WOODEN BF
OVER 404 WETLANDS (18' x
- AL
\ m AL
1 AL
AIL
AIL
1
A, AL
A.
AL
NOTE:
THE 404 WETLANDS LINES OUTSIDE THE AREA
SIGNED ON 5/31/06 BY THE USACOE HAVE
BEEN CONFIRMED BY THE USACOE IN THE FIELD
BUT A SIGNED PLAT IS NOT AVAILABLE.
Ol?
? j1
oO
LEGEND:
WAITS OF CONFIRMED 404 VvETLAND
\
•,:.°,°.:,:.:, SIGNED BY THE USACOE 5/31/0 31/06
THE 404 WETLANDS LINES OUTSIDE THE AREA
SIGNED ON 5/31/06 BY THE USACOE HAVE \
BEEN CONFIRMED BY THE USACOE IN T11E FIELD \
BUT A SIGNED PLAT IS NOT AVAILABLE.
S'A IEET 3 OF 17
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
99 .4TL.4NT/C ENI?/RONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 400' P.O. BOX 3266, K/TTY NA{f?itr IV. 0. 2799
[phone], email mdorman®aol com
DATE: 7/27/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D
LIMITS OF CONFIRMED 404 WETLAND
SIGNED BY THE USACOE 5/31/06
v .,
MAGNET]C •-
CY) N W lu \•
- o
0) 1 PE
D C N :\
0
D
r
m •.•\
rn n '?.
0
m 6-W
o >U)
00 011
c?cn r- i'? b
N Z ^ Cm 05!
0c) I>Iar
rn 0 NZ Z- N0 O \ F ?y
T \ , :1 zN vm o? Z
C /
' nn o ??
4 v
V l1 \ tq r5 x aN Pzz> rP W °-
\ En °: rm NCO-% v= k
Z v & o A ox
I ? \ m m
r '\
Z -p
° Ju O \? \
N
=tiG7C \ \
0
nn „ b
.0 ch
'v O N o \ ` •• \ 20 N N? N
0 77 P_
O r C ?ru
F m
^1a
c?
Z T o 1 M
V N m X
-,x 4; p cn
st 44,
s C40
rri
l 1
0 v / / w rQ4.
,t m t.
o `? / n
;u-u 00
PI-I
N-R / Ro U)
/ om D'v
1
A O c
Ln >Z
v oo '\ D
%
T a m '*? cNn m r
D -? z \.
D J n ,< :,; papa Fp ?o
4 t_ .?o,A \ ••?
cu 114
75
o Gaya ?_ °
a y N ° o
C ,? x .
v Itxi
o'
f' \
\MAGNETIC
rn m -----------
w Z A ?'\
Al
rn .\
x x
U) U)
z z -\
O -?\
j:j
m rn
zZ?
9m
z-U
m?
m D
z
Z
G1 -p
?;u
D O
r i0
0m
0
m W
rnW
=
o 9),-
0
v
n

01
5
In
m
v
N
i n
D
Z
r -p

?

.
m / \
G7
D
-o
n
U)
0
D
r
m
0
r
m
o =
?oz
o?
o ? N3a
c
0

(A
\
v ^
0

1 I
!11 7-
O
z --<
o X m
? D

z 0
0
o -? ()
? o V)
3:
? c-
0
O
D
X -? o z
C ?
D
D
N
m .
ao /
.
0
y

\

oN
M
\
(Ap-\
••• Z Z
v 5 rn0
tQ \ Ui O x O

m
UO
O
O

p N 1\..
\

\ U
I \ '. N
I^

F'
v
II
?I
/I
?I t
I
J?

91
0 0
N a
1 N N v
r`n o
o u
M rq 00
N
r-q0
1 /W>,
01 yy y
U) c
O •`\?? FR
-4 0
CA
O
?\ \ o
I \?
rn
cn
N
6
U ,

A
n i0 H \ N. \
_ _ fa
y \
?
f9
?
I ?
Iu) •
\

Ii
?• MAGNETIC

'U
z
z
;i
ti

I
W

V
N czi czi
?

} o
i
v
i
G
D '
_O `
C7
(n
?
0_ r 9u)
r?
m'V
f
m
Q
Q;'
O A
K'l
Ohm
N {

s O
N

n

C O ?

Gs
m

p o

- =

0 ::E
Z
OD
N y

Z >
< m
o ;u X
?' C7
°

a
z 0

-

Z m

cry

a o u
V!
0 O
k > z

?? >y D

1 1
C

O ? 4

m
N '
N ? q

b: cn ?

0
N mWA
U
oa
3'? O
\a
N ?D
?
N
? A m C3
m °
CA En
00 1?-? x

\? 1= m
Z
?
.
o• M -4 ?
EY,

I -? I K

r
F
!
I=

?
I I

? I Y I

1= 1
F

_ toy

.
a0v

; o
D
m
0
I ? Icn
?
1
I m
..
N
I
1 m zg?
0
?Q+ m orv
ZZN
H
?;4
I

z

K
rn
W

W

K
l
`. J

I

G

m?
AZ
Z
Q -u
° A
- ?
50
°v
al to
cD
O =

v
m W
0
v
N
0)
0
rn 0
I
I a

_ z z
?

? o 0
O p
D l J
0
r
m
O ?3
o?
c ?' r

Fri
s o

N
f

= C

Z

00
1-
D
K
1

0 < m
?

0 X D
OO C
V 0

a
Z o m
cn
o (f)

1
0
U) N
l
m V

n? o p 0

y

3
1 ' 1

o .? o

n j nC

v
o n

c? ?IM
0

,4
1
?
1
I
1 I
I I
? I
I ? I
b

? I
• o
I

I I
1 1 ?
? N
I
I I

1 ? I o
N

I I ^A
m
too°v

a?
I
N m
w r
l n
m i l o
!
MAGNETIC

1 xo o? =
' = cnm
o
I o v vi
?I ?? - -4
1 `tea (
1__ O v 5

-
? i Z
I C
LI1-al

N z
v
U! sn
I
1 Ww

U i ?I
? I Q (
i
I I to
v
\
loo
I=
J I ID
'. m -?
co N to
a
m
p
rn
m
l ` 1z
I ..` i

I
l
?I ` f~

K
1A'S'
z
1
N
v
D
r?*
V
N
rn
;t7
D
C-)
U
D
r O
m
Ily
z
s U 0 C
m
N = ?z
03
D -I
' o ;
D
C7
zo o
? C: n
z0
m
O ~ O -?
= L.
0 0 D
o-'0z
o c
zD
o w O ? G7
3?? N
0 o . t?
o??Z
0
n
Z
m
0
Z
a
A
O
"U
O
N
m
v
a
0
N
8
10
5
0
4
z
W
IU
Z
a

i

- NOR
-CULVUU-
TO BE I
N iL WA
NY Bi5
I-TAL ED
'
o*
Q'
y
0 OR
_ _WA
r _ _
_1.OYB W NWL_ ? ?_ --I -W
O f7 O
U u 1*
PIt o MLIE ° It GAD C I OSS M AREA "'N'

A/
? I 1 I •'
1 1 1`_ 8
pOPHA
ASLT
R I
_ 2 .
N 1 1 co
1 1
1 1
1
CUL NOTES
404 ATM&W LMW ANY ADDITIONAL UTILITY LINES SUCH AS ELECTRIC.
CABLE, TELEPHONE. EEC. WILL BE WITHIN THE UM(TS
$ OF THE R/W AND THE PROPOSED FILL AND
THERE WILL BE NO ADDIITONAL WETLAND IMPACTS

CORRUGATED ALLUMINUM PIPE
(CAP) 3 O 51', 24' OIA.
'11? \
404 MUMD L= Ak
PROPOSED 404 WETLAND
FILL 210 SF
1 i PROPOSED 404 WETLAND
. i
i FILL 208 SF
1
. i
i ? L
_. _? 1 ?.t? alp
XIIISR 1 ' ilk
!! 3 E TT
' f
i t2' 1 El GE
NA•
1 I MKE PROPOSED FILL AREA (418 Sr)
1 ,
1 EXISTING 404 %%ETLAND LINE
MUS771VG 404 i LTUND LTNE 1 1 -$ --- EXISTING CONTOUR LINES
ONFHE O 5131106 BY 771E 1 ; -9 - PROPOSED CONTOUR LINES
-12' %W- PROPOSED 12' WATER MIAII
P L.AM MEW o G°30D AD Cf°30o SS MG AREA "M `- 6-' --
SHEET 9 OF 17
404 WETLAND CROSSING - AREA A
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
99 9 47L-4N71'0 EN11f0N?ENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 2 P.O. BOX 3266, ff/TTY NAMff, N.C. 279-9
(252)2,61-7707, a -mall roxdo1-inan®ao1.com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.
` U
F
W
Z
Q
404 W17S7Z=

t

i

JL
I PROPOSED 404 WERAND
FILL 1.178 SF
alliC
l{Q]?;
ANY ADDRIONAL U1ILTTY LINES SUCH AS ELECTRIC.
CABLF- TELEPHONE, ETC WILL BE WITHIN THE LIMITS
OF THE R/W AND THE PROPOSED FILL AND
THERE W1LLE3E NO ADDITIONAL WETLAND IMPACTS
ZUSMG 404 WMAND LINE
CONFRA(M 5191106 BY THE
USACOE

1 f
1 ;
1 ;
1 ;
f ?
1 ;
i
i
r
i
i
i A m;
RW
-+- 20•
i
1 ' 1
1 '
1
1 I
; I
1 '
1 '
1 r -10--
1 ? I
/ EXIST; G 1 ?Lc
1r ;
i'1 1
I •?
404 II -nAAV LWZ
'r``
I?.
ic.
J?k
.dL
4L

NOTES
ANY DITION& UTILITY LINES SUCH AS ELECTRIC.
OCFB E ND E, THE PROOPPOSED FILL ?AND E LIMBS
T1iERE WILL BE NO ADDMO14AL WETLAND IMPACTS
1EGEND:
PROPOSED FILL AREA (1.178 SF)
EXISTING 404 VWVLAND LINE
----$ -- EXISTING CONTOUR UNES
-12' WM- PROPOSED 12' WATER MIAN
SHEEN' 10 OF 17
404 WETLAND CROSSING - AREA B
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY -NORTH CAROLINA
.23 ATLANT/C ENl?/IRONS ZN- TAL CONSULTANTS, LLC
GRAPHIC SCALE 1 202 PO 90X 3266, K/TTYH.4{Yf, &C. 279,9
[phone], email Ioxdannan®aol com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.

- - -- - - - - --•O .74.: v

M p.

-PA
OP.
ADE-0-CL
-Pi G

O

Ex. GRAD O C PI
_
- - ----- TQ•_TjE_t S[All E9_ _ _ _
o? _?_
_ _- ?__

pG3OME ° ROAD CROSJM AREA uncn
/ v
f /
/• /•
I % y
! A?Ftq? m % /ry
/ 20'
I • ? /`•{!?-r` •• tit
t'k

ANY?ADDTTIONAL UTILITY LINES SUCH AS ELECTRIC.
CAUZ NE, ETC WILL DE WITHIN THE UUITS
OF THE R/W D THE PROPOSED FILL AND
THERE WILL QE NO ADDITIONAL WETLAND WPACfS
CORRUGATED ALLUUINULI PIPE
(CAP) 5 O 54'. 3C DIA
yk
4
tkt
tart
404 TT'SII. iND ZXM
PLAN V?
tLt
1 G SO"
PROPOSED 404 IVETUINDI
I FILL 1.306 SF
tJt' % f \ 404 WMAND LU
/ q
c)y r / 12'??J ? /
? N/
41 1 CRGSS?M(G Al
SHEET 11 OF 17
404 WETLAND CROSSING - AREA C
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY -NORTH CAROLINA
41UNT/C EN!/LRON1WSNTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 20' P.0. 90,r 3266, K/TTY 11M M, N.0.. 279 9
[phone], a -mail Ioxdorman®ool com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.
EXISTING 404 WL77 ND LINE
CONFmim 513ilo6 BY TIC
USACOE
LEGEND:
PROPOSED FILL AREA (5.144 ST)
EMSTINO 404 WETLAND LINE
---2- EXISTING CONTOUR LINES
-4- PROPOSED CONTOUR LINES
-8" WN - PROPOSED 8" WATER MAN
-SS- PROPOSED SANITARY SEWER LINE
?o

-
-
Da.
D
00 9=0 K01 f?
Q

4 o ??

'Y
Sni
'
IF ROHL E ° ROAD lei Il OSSM A uLA nnDaa
r
U
F
W
U

t 1
f
%

1
PRO
POSED
?

'
i
DIRT
t
t
\ ROAD
J
3
AIL
111
ZO,
\ ? ? ^
1 3:Jc ?

- 1 1 3't
1 i -
3L':t.

FlLLPt SF WETLAND , Y 1 1 ?C:c l': CORRUGATED ALLUMINUM PIPE
"
j (CAP) 3 O W. 36
OIA
:? 1 1 3'} 311
V.?
\ r
" AIL
/ 1 1 { 404 wMUNDS
1
, 404 WB7rAl
c ` rJ 'yam!y 1 E73=G10"
CUM=
F if
j '
PROPOSED 404 WETLAND
•
FILL 1.341 SF

1 j i , ` 31v?t
3? ? _ ? 31L
1 3? ANY ADDITIONAL UTILITY UNES SUCH AS ELECTRIC.
/
EXISTING 404 WPIS ZAND LINE

comm 3f o 5/31/08 BY THE j .: CABLE. TELEPHONE. ETC. WILL DE WITHIN THE LIMITS
1 Ak OF THE R/W AND THE PROPOSED FILL AND
\ THERE WILL BE NO ADDITIONAL WETLAND IMPACTS

USACOE 1
''I
3WL
1 iL a t' 1D
R

LEGEND:
j >Ir
•
?
? PROPOSED TILL AREA (2.664 SF)
j
EXISTING 404 WETUIND LINE

all -
EA III) ID
4- ?
M
MEE i6AD CRO
P
S (G
_
OPOSED CONTOUR LINES
G?1p?1
L5/i-dil
V V
c?
SHEET 12 OF 17 -12" %VM- PROPOSED tr WATER MIAN
404 WETLAND CROSSING - AREA D
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
4TLANT/C E?1/v//?ON#ENT,4L CONSULTANTS, LLC
GRAPHIC SCALE 99 !
1 = 20 P.O. 90X 3266, f(/TTYHA1yi,, N.0 279V
[phone], e moil rordolman®oolcom
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.
?o

0
A
- '-
-- -- ROP G

-- _ EX .GRAD

r i ' t 'C•

,; u
- - AP
. LOC
tLow
M

0

_ Ana ?-• _ _ro p _

L4
U + ROAD CROSSM AREA
A
F
404 MUM LM
?. / PROPOSED'
fir . 1 ASPHALT !
ROAD arJt
PROPOSED 404 WMMD
FlLL 371 SF /
ilk 6
• , 404 Ah77AND LlNF,
ALL r ) 1 CORRUGATED ALLUMINUM PIPE ?;
:{? f"x 1 (CAP) 3 O 50'. 24' DU1 ANY
CABLE. TELFPHONEUTILITY LINES EfCUWILL ?MIfTF?i1N T?HEC LIMITS
z ? ,??i f:3ry 1 I OF THE R W ND THE PROPOSED FILL AND
THERE WILL DE NO ADDITIONAL WERAND 11tPACfS
.ik
PROPOSED 404 WERNJD
1
FILL 1,133 SF , ? ^ h co
,111c col EXL=G 404 WMMAND LANE
~ USACNFIIWO 5131106 BY THE
` i
oZG 1 I El ENA. \
I 1t R
I ; 12' ! ® PROPOSED FILL AREA (1.504 SF)
I ; - EXISTING 404 WETLAND LINE
I J i 1 •--6---- EXISTING CONTOUR LINES
1 -9- PROPOSED CONTOUR LINES
! -8' WM - PROPOSED W WATER IRAN
AL IL -SS- PROPOSED SANITARY SEWER LINE
PLAN MEW o ROAD CROSSM AREA °°Fl°°°
. ? SHEET 13 OF 17
r
404 WETLAND CROSSING - AREA E
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
99 ,,47Z'-4N71'0 ENVh?ONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 = 20' P.O. BOX J2, 6, /(/TTY HA{yif, N.C. 279 9
[phone], e-mail I-oMormamlaol.com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.

fA ?? PIPf? _, - - -'

SRADFQ_ GI -P.IP.E_

10

W N N O

c? 'n I (L

O + +

P-ROME ROAD CROSSM AREA OF"

1

1 ?
1
t
z 1 1

U
F
ILA 1 ?
'
1 PROPOSED.
c?
g \

DIRT
ROAD 1
3 ;
20' CORRUGATED ALLUMINUM PIPE
(CAP) 3 O 45'. 15' DUl

PFR`OO OS 404 WE AND I!L
c{ ?
y
i 1ti

9Jc ` ;
!
140TES:
ANY ADDITIONAL UTILITY LINES SUCH AS ELECTRIC,
I, 1 1 ,r CABLE. TELEPHONE, ETC. WILL BE WITHIN THE LIMITS
' OF THE R/W AND THE PROPOSED FILL AND
1 THERE WILL BE NO ADDITIONAL WETIAND IMPACTS

PROPOSED 404 WETLAND
FILL 645 SF
,O ? OAADD -
N
?- ; 12'

LEGEND:
PLAN M V EW ROAD CROSS M ADt?(i?1 PROPOSED FILL AREA (1.200 SF)
EJOSTING 404 WETLAND LINE
' - -- 2-.-- EXISTING CONTOUR LINES
E7a5=G 404 WETLAND LINE r -4 - PROPOSED CONTOUR LINES
CONFRZAM 5/31/08 BY 77ZE -12' WM- PROPOSED 12' WATER MIAN
USACOE
SHEET 14 OF 17
404 WETLAND CROSSING - AREA F
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
.4TL4NT/C ENI?/RONYZNTAL CONS11ZR /TS, LLC
GRAPHIC SCALE 1 = 20" P.O. BOX 3266, KITTY 11,41 K A.C. 279 9
[phone], email i-omdorman0ao%com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY. DOUG D.

in
5
O

?kQE C P1P.C7?. - DCs G1?AD O CL P1P
_ - .

*2 -IRI GOP o_D
Y-
-te r

d' "O
U ¢ `ll +
PG° OMLIE ° ROAD CROSSING AREA IIIGO

v
F
l 1 I
t.j
?
a
I 1
j
j
?
1 1
i 1
? 1 1
3 rn
•
w
? I PROPOSED
"••__ 1 ROAD ,
6
' I
20
DRIONAL Uf1UTY UNES SUCH AS ELECTRIC.
~ CABLE. TELEPHONE. ETC. WILL 13E WMM THE UMITS
I
I
OF THE PAY AND THE PROPOSED FILL AND
_ L_
THERE WILL BE NO ADDTRONAL WERAND IMPACTS `
1
CORRUGATED AU.UMINUU PIPE
(CAP) 3 O 52'. 18• DIA.

AIL 3rlt a'o'L t H ?,.r?zA-rS}r r w(lr"w...? K S iii
PROPOSED 404 WETLAND
`
1 FILL 2.302 SF k'
I
404 UETL&W LM /

c, .
,trk
PROPOSED F111. AREA (2,302 5F
404 Tfb7Ti1ND IlNE i 1 DaSTING 404 MMAND UNE
?- _ . IX15T1 G - -- 6---- EMSTING CONTOUR UNES
KOAD N / --9- PROPOSED CONTOUR UNES
l iD 12'??? -6' WM- PROPOSED V WATER WAN
-SS- PROPOSED SANITARY SEWER UNE/

- ?- - ra

r ''r EXISTING 404 YETL4ND LINE I i
CONFm mo 5131106 BY THE
! IISACOE i /
11 1

PLAN VEEW ° ROAD CROSSM AR FA vaG>ra SHEET 15 OF 17
404 WETLAND CROSSING - AREA G
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATLANT/C Z 11111PON?f?1ENTAL CONSULTANTS, LLC
GRAPHIC „
SCALE 1 20' P.O. 90,r 3266, K/TTY IMH/f, N.C. 27.90
(25,2)261-7707, e mall Ioxdorman&?aol corn
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.
X100

777

` y

?JJ
0 y`n'
u" ROlRLCCU RGAD (CROSSING AREA UuHua
/

404 iEls7Z4ND LINE
VERr
posv l I 'f

la,
l f '''° CULV1sTtT

` 404 T/h97JT1YD Lfzva

CORRUGATED ALLUMINUM PIPE /
(CAP) 3 0 52'. 18' DIA.

/ PROPOSED 404 WETLAND
/ FlLL 1,308 SF ; 111STI G
DR

,
IEGEND:
tr \ \ PROPOSED FILL AREA (1.308 SF)
t ?1 \ EXISTING 404 WETLAND LINE
-6--- EXISTING CONTOUR LINES
NOTES ANY ADDITIONAL UTILITY LIVES SUCH AS ELECTRIC, •? .1 .? -9 PROPOSED CONTOUR LINES
CABLE, TELEPHON ETC. WILL BE WTIM THE LIMITS
TH
OF THE R/W AND
E PROPOSED FILL AND f \ -8' WM- PROPOSED W WATER MIAN
THERE WILL BE NO ADDITIONAL WETLAND IMPACTS

-SS- PROPOSED SANITARY SEYJER LINE
1
EXISTING 404 WL77AM LMT
CONFDWD 51,31108 BY THE

p paa
USACOE SACOE PLAN V ?W ? nEW ROAD CROSS M AREA aow
SHEET 16 OF 17
404 WETLAND CROSSING - AREA H
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA

9 ATL?INT/C ENy/I?O1j1#ENT?IL CONSULTANTS
LLC
GRAPHIC SCALE 1 20 ,
P.O. BO.r3266, ffITTYH,4fY1(, N.C. 279,0
252)261-7707, e snail noxdorman®aol com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.
5
'
0
FILL FOR APPROACH
TO BRIDGE FILL FOR APPROACH
TO BRIDGE

-
_-! T=11-11 l? ? I?_ -- i = _- _ -_?
I ? I
_
? ?=
---
.
.
1 I.1= 1 I_ r i-i I I --
- -! ?-f ;
I' ICI ?I 1
,
j
# NO WETLAND FILL ASSOCIATED WITH BRIDGE
BRIDGE SIDE VIEW
N TS
18'
DRZGE DECK CURB
12" WOOD
PILE
BRIDGE CROSS SECTION
N TS
i
i
AL i
•_ AL 404 METLAND LINE
404 WETLANDS
v
FILL FOR B RIDGE
APPROACH 50' FILL FOR BRIDGE
APPROACH

PROPOSED SOIL ROAD PROPOSED SOIL ROAD 18'

i
i AL
i
i i
PROPOSED BRIDGE
i 404 WE, TLA1VDS ? (18' x 50')
A
AL

BRIDGE PLAN VIEW
N TS
SHEET 17 OF 17
NATIONWIDE #14 FILL PERMIT - SECTION I
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
A UNNC ENY/1'ONXN- 7XZ CONSULRKS, LLC
GRAPHIC SCALE 1 NTS P.O. 90X 3266, f(/Tl 11,41K, N.C. 2790
[phone], email roxdorinan®aofcotn
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
11 Curve Radius Tangent Length Delta Chord Chord Bear.
600 0 600 1200 1800
SCALC 1' - 800'
Q MD8 2 6 PAGE 663 4111 ? L98
PIN / 7845-00-77-8942 l' L 61,91
L95
LESLEY L KERSEY. ET AL LIT 4 7i,
00 219 PACE 99 L92 \.
PC I SLIDE 1348 ??0
PIN / 7845-00-79-4027 130 7
L90
NOTE: FROM POINT 'Y TO POINT 7' THE L91
CENTERLINE OF THE CREEK IS THE PROPERTY LINE L89 Ak
BEARINGS & DISTANCES AS SHOWN HEREON ARE t84 c`j L6 w
FOR COMPUTATION OF AREA ONLY. L Lai - L87
A. 0
L7 Lob" L83
L7 T T AL, A
L77 K10 wo
iz L7L79 12 20 40 M s
WLW W550
K790
2 L13 'tIG-1 M1
v?OWJWO 0 W7100
L72 m 0W720 a?
71 60
7L6w
68 70\
?o L67 N°;o
AA
fF •?.
N12 L115 BaMT VnT, 9n - ?? LIM
?w a ,1116
/ 17 `
L119
L720
MO L121 ait

?
122 L126
T1 L127 Iv4.
HARk ,TO -
03D
129 VICRM MAP
12b
41050 L 125
z
' (NOT TO SCALE)
/L124LIJ
LJ T/ L7 I G
w
a9a
(
/
0 L1J4
r1 L135
,S\Ak LJ3 L140
L139 Ll 2 L144 L146

lam.
M200 n + ij ULt1NE?ATIOH-
.i.
210• 1? REf. 9 i2'E ••- -
z
e
L150
H
a u
o?
? P
ni -
L151
0519
7R71
t: N IO

s?
ar
W21
ALL DISTANCES SNOUN L49 90
HEREON ARE U4 L4 L4 70
HaVZONTAL asrANCES L4 60
L4
L46 Ak W150
42 Mi
L41 n;12
Q? J90 W1J W90
L36 8 re a
L35-%- 7
L34 Wt 10, 00 u6
LZ8 9 REF 7! 2 n;
tit ??" L31 (/
v ?
L25 AND v C E3 ?Y N J2J953'W
iP 384.12'
-°2 I
?? Z7 L15 INSET 'A'
SEE SHEET 2
0
v
N: 654592.26'
E. 2743184.34
7270 12' MARKED-
1ICKORY FOUND
1
257.69 ACRES PHASE I
INSET '8' +705.93 ACRES REMAINING TRACT
SEE SHEET 2 963.620 ACRES TOTAL
(ACREAGE TOTAL EXCWSNE OF
LAucia DLANCI=D IIEIRS LOT)
MALACHI "CHARD HEIRS
PIN / 7845-00-J4-1451
PIN p' 7845-00-J4-5126
D'
G F.
I !?? REF. TIE
N 241251071C
54..84'
EDWARD C. OVERTON
OB 120 PAGE 21
PIN $ 7845-00-32-6900
Course Bearing Distance
A N 2173 07 E 293 49
9
C S 34_24 S.S
S 133.5 07 W 276.54
H?_ 6
0 S .3 07 W 125.40
E
F S 59 5ti 07
S 0354 :i3'E 135.96
26-

- W
O
tO09
LO-6
GREENFIELD FARMS. LLC
PD TO PAGE 09
Oil 241 PACE 30
PIN 17845-00-64-0531
a
LEGEND S C, 1
O N
- LEN7ERUNE ORU yM V es L158 I'
a - CONCRETE' MONUMENT FOUNOSTq CNp ?? y 69 q2
O - SON PIN FOUND R S PCB B 7Y 7 30.0' N: 852129.57 5 S6 fi
o - LRON PLN SET 112" REDAR UTf 1jT R0 ?'tsg CSF:20.99997911 1257'9 DO 16 P GE 35 0.
CSF - COMBINED SCALE FACTOR OO qQ PB 1 PAGE 90
Course Bearing Distance
'
L1 N 67J953 W 232.98-
L2 N 0335 07 f 202.62.
L3 N 6774 53 W -i3'596
L4 S 24-05'07' W 203.94
L5 N 6871 T6 W 200.90
L6 N 695203 W 90.2
L7 N 2635 07 E 124.08
L 8 N 207453 W 12738'-
L9 N 13315-0'C 197.34
L 10 N 14-3,507 E 132.00
L II N 06 35 O7 E 188.76
L12 N 14'5453 IV 146.52
L13 N 445453 IV 120.12
04 =W54"-IF 2 9.88
L15 S 7720 67 W 110.22
L16 N 3774 53 W 124.74
L17 N 293953 W 149.02
08 N 6239 53 W 97.02
L 19 N 72 54 53 W 128.04
L20 N 2670 07 27 38
L2! OJY7307 737.78
22 N 3374'53'-W- 166.98

_L?
L24 ,T N 3 W
N
N 35*05 .
66.00
L15 N 535453 W 9.G
L28 N 1074 5T W 126.06
L27 N 4230 05 E 200.77
L23 N 615419 E 198.35
L29 N 5873 45 E 101.88
L30 N 653505 E 14283
1,31 s 823124 E 106.28
02 N 560548 E 131.20
L33 N 3479J2 F_ 126.02
L34 N 177141 E 108.99
L35 N 145044 E 9855
L36 N 2278'00' E 88.15
L37 N 474316 f 87.43
08 N 570858 E 102.77
LJ9 N 457602 E 104.59
L40 N 487136 E }13.48
L41 N 17J026 E 119.94
1.42 N 070535 E 702.69
L43 N 150943 E 61.40
L44 N 864157 66.69
L45 S 857223 E 98.55
L46 N 832408 E 19322
L47 N 070758 E 3_5,00
L48 N 07'0758 E 111.22
L49 N 090743 W 10R10
L50 N 07'0346 W 106.30
L51 N 035328 W 9461
L52 N 15'4058 E 93.52
L53 N 130050 E 183.89
L54 N 19'40 57 W 86.82
L55 N 023020 W 79.15
L56 N 057014 E 76.45
L57 N 25.0715 £ 76.84
L58 N 31'4341 E 96-16
L59 N J4-55'18' E 100.65
L60 N J34600 E 707.81
L61 N 265804 E 110.03'-
L62 N 23-54'J8" E 103.03
L63 N 280332 E' 17236
L64 N 7141 I6 E 138.02
L65 N 085204 W 139.41
1,66 N 27-3.955' W 123.67
L67 N 337220 W 11544
LG8 N 42 57 09 W 137.15
L69 N 63'48'07' W 127.80
L70 N 694146 W 106-01-
L71 /J 6248 j4 W 101.26
L72 I T'65-2920 W -OS.31
L73 N 654157 E 15814
L74 N 610047 E 148.90
L75 N 440606 E 156.49
L76 N 510134 E 9719
L77 N 513538 E 94.15
L78 N 575401 F_ 162.99-
L79 N 717312 E 86.28
L80 N 79 SO 06 E 100 80
L61 N 73'J652- E 119 99
L82 N 58'4304 E 130.57
L 83 N 42 53- 03 £ 109.74
L84 N 48-167W9 'E 89.90
L85 N 562538 E 136.94
L86 N 120243 F 16566
L07 N 35770 E 73.88
L83 N 41 41 J9 E 93,44
L89 N 433225 E 69.96
L90
_
- N 777506 E 184.21
F9
I N 100945 E 14892
L92 N 270818 E 80.44
L93 N 4239 51 E 92.30
L94 N 37'4932 E 103-50
L95 N 395626 E 6.04
L96 N 544856 E 8636
L97 N 595405 E 175.24
L98 N 570215 E 10248
L99 N 524739 E 160.28
J
4 - ITE7ZANOS PIN I 7844-00-J7-6492 (
SEE
EJff
FOR BOUNDARY
\
A - SURVEY POINT NEITHER SET NOR FOUND
IT Or WAY LINE TAUABLE)
RlC
\
-- WETLANDS PHASE UNE 19THIN PHASE / RIWR50UND r
SEE PB 1 PC 86 NOTE
,17 O- SEILANDS' DATA POINT FLAG" WITHIN PHASE I RIVFRSOUND (T)P) 1. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT
(SEE SHEET 4 FOR SPECIFIC LOCAPONS) AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THE TITLE.
I, FRED C. HOWELL. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY 2. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCYS FLOOD
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
- INSURANCE. RATE.MAP_ (COMMUNITY?PANEL.NO-370301.0155. 0). EFFECTIVE. DATE-_
DEED DESCRIPTION' RECORDED IN DO '320"FIG 149-THAT THE BOUNDARIES 404 CERTIFICATION: JULY 3, 1985, A PART OF THIS PROPERTY FALLS WITHIN "ZONE A4", AREAS OF
NOT SURVEYED ARE PLOTTED FROM INFORMATION HEREON, THAT THE RATIO 'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS 100-YEAR FLOOD.
OF PRECISION AS CALCULATED IS 1: 10,000 + & THAT THIS PLAT WAS THE BOUNDRY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN 3. THIS PLAT DOES NOT PURPORT TO ADDRESS THE EXISTENCE, DETECTION OR
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNE MY ORIGINA
ATURE REGISTRATION NUMBER AND SEAL THIS ` -DAY WATER ACT FOR PHASE I OF 'RIVERSOUND'. AS DETERMINED BY THE
OTHER AREAS OF JURISDICTION MAY DE
UNDERSIGNED ON THIS DATE DELINEATION OF ANY ENVIRONMENTALLY SENSITIVE AREAS OR ANY ENVIRONMENTAL
PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN.
W-
OF A.D.. 2004 .
U
L
SS THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER
4
'
q N
E
PRESENT ON THIS SITE BUT HAVE NOT BEEN DELINEATED. .
ND THERE ARE NO VISIBLE ENCROACHMENTS OR EASEMENTS
S PL
T
0
?
Q ,,.... ?•,,
!. ?N - THERE IS A CHANGE IN THE LAW OR OUR PUBUSHED REGULATIONS.

04 JURI
THIS
SECT
MINATI
N
E
S
I
D
R
O DATE OF THI
A
A
t
O? ?0* F OM THIS
OATE
YEARS
EXCEED fNE
R?OD
OT TO ALL ACREAGE FIGURES WERE COMPUTED BY COORDINATES.
5
VEYOR LICENSE NUMBER L-1483 Q
SUR
j UPON
FO
A PE .
UMBERS 7845-00-47-4097
G
I

SEAL THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF .
6. THIS IS A RESURVEY OF
P
N N
THIS PLAT IS OF A SURVEY OF AN = l
' -
L 1483 i ENGINEER WETLAND DE N
TIMAN UAL" 78 45-00-35-8443. & 7845-00-14-6463.
THIS PLAT DEPICTS THE WETLANDS IN PHASE I OF "RIVERSOUND". THE TOTAL
7
EXISTING PARC0. OR P 0.S OF LAND. e t
NA .
TRACT (INCLUDING PHASE 1) IS 963.62 ACRES.. AND PHASE I IS 257.69 ACRES.
ti U?'?`,v:
0 TITLE WETLANDS IN PHASE I OF "RNERSOUNO' CONT/JNS APPROXIMATLY 133.01 ACRES
SEE'SHEETS' 3 & 4.
D: FOR WETLANDS DELINEATION BEARINGS-AND DISTANCES
T VEYOR LICENSE NUMBER L-1483
C'
1,1
S DATE
,
? 1
COW BY DA 1£ REVISION:: WERLANDSOUNDARYSURVEYPLAT

FcF/ 11/17 2005 ADDED 7 MEAN SEA LEVEL DATA

' ON PHASE/OF RIVERSOUND'

TENNESSEE LAND SURVEYING CO.
0511912006 02 02 2006 MEAN SEA LEVEL DATA
Ripwow 7 OFTHEPROPERTYOF

BY
DR
WL*rr & ADD WETLANDS DEUN£A7701V FOR
'
'
'
INTERNATIONAL PAPERREALTYCORP.
. . R/VE
RSOUNO
.
F'NASE / 085
02 02
7006 ADD SHEET 2 & . FOR 140 HIGHLAND AVE PHONE: [phone]
?EH 1 OF 4 .
04 13 00s ADD I1E'TLANDS PHASE CALLS AND L L C
wA TERFRONT GROUP NC
SCALE.• ?OB NO. N07ERENSIO S
' ,
YFOP/?Lf TOVYNSH/P SMITHVILLE, TN 37166 FAX: [phone]
' OS 76/7006 LOCATIONS
ADD "DATA POINT FLAG

1
_600
050011
10511912006
ADDED 47H SHEET (INSETS 'A a)
CHOWAN COUNTY, NORTH CAROLINA E 115.88
N 4735
30
L100
INSET 'A' SCALE 1" = 200'

wl W1385
V11398
W1384
W1397 W1380
W1379
W1383
P5 v
W1378 2 / W1382
P6 W1381
n
I$
DEUNEATION
!

'u
Q

XIST(,NR,&
?STMC; ROAD P9 C E as
/ EDUS77NG ROAD
P28
1
r
1
. t
1
_al
n'1 ? la
1
W1372 1 1
W1371 I ( W1377
W1370 W1376
P11 .6 W1375
W1369 P26
W1374
W1368 ( W1373 1
1 1 W139G
I r
1 ? (
1 (
1 I- CI NSTI" LANE
( 1 OF DITCH
' 1 1
1 (
NI ? IN
a 1 Iq
1 I
r ,
1 r
r 1
r
I
1?1
1 I
r r
r 1
W1359

?W13GO
W1360
366 N
P13
W1367
W1357 I ry
P24
W1358
( 1 W1362
( 1 W1361
W13G3 A
1 , I W1364 N
1 I
1 of
I
C1 I h
al Iry
1
(a
1
E>dsR1NG r
CENTERLINE
1
1
1 1
-o
P15
?P21 N: 852129.57
??! 4s a E: 2742808.06 1
W1351 CSF: 0.99997911
\p1e P20
ORU
\Pts
M
Mp s
_
s
STATE RS ?°0/N???7y 8j?z?. 30.01
p
'
U / 000AD
?,A98

INSET 'B' SCALE 1 " = 50'

4(
EXISTING ROAD CENTERLINE
1
Io
Iw
W1394
I
W1395
W1393
v
' rJ W1391
W1392

(OW' W1389
W1390
W1388
P35
W1386
P34
W1387

/ EXISTING CENTERLINE OF DITCH

O• vk C41",,
?
??Q ° Ess/°
-
'
??
9
s
SEAL _
L- 48
LEGEND OUR
''
03.??
''•;cOC
- cEN7ERUN£ ,H
o - CaYG4£7P MaVUMENr FOUND S?gr6
O - /RaV PW SET 1/7- RL714R
G - SW WY PaVr NWH£R SET NOR FODND
CSF - COU&W SAME FACT04
---- K£RANDS MAX UN£ WMIN PH" I RIEFR=WD
46 - fs£RANDS
COMP ar oATE REVLSLONS.• - WETLAND BDUNDARYSURVEYPLAT

7 2005
71/1
ADDED 7' M£AIV S£A IEYEL DAM
ON PHASE/ OFWIVERSOL/ND'
FCH 0511912005 02 02 2006
11 REM W 7' MEAN SEA LEVa OATH OFTHEPROPE/?rYOF TENNESSEE LAND SURVEYING CO
&ADD AERANDS D£L/N£AAON FOR
APER REALTYCORP
DR. ay SHCEr. %'NA5E/' R/ V£RSOUND: .
/NTERNAT/ONALP
1/£H 2 OF 4 02 02 2006 ADD SHEET 2 3 FOR 140 HIGHLAND AVE PHONE: [phone]
0411312005 ADD A RANDS PHASE CALLS ANO LLC
WATERFRONT GRDUPNC
SCAM 1/019 NO. No W1 IoNS , TN 37166 FAX
615-597-4091
SMITHVILLE
'
' OS 16 2006 ADD -DATA PO/NT FLAG- LOCAAONS yEOP/M TOHNSHfP :
,
L
= 200 050011 05/19/2006 ADD£O 47H SH££r AvsvS :1 a- 20 CHOWAN COUNTY, NORTH CAROL/NA
WETLANDS DELINATION LINE
TABLE
Course Bearing
wl N 19'0042 E
Dlltonc.
51.98
Coons I B^ori^9
Dlalanca Couna
Oco7in 9
Dbloncs
CnunO
Baoring
Dlato...
N 041314 W
t�J
WI58
80157
N 74.4049 w
N 517209 W
_V61 -2
7281
281
Coura4
Bearin9
Dlatmcs
Coons
DeoAn 9
OlnlaOcs
W}
N 183509 E
27.75
WI SB
N 062132 W
25.05
37.59
N 715030 W
20:3
W4G7
N 5047 iu E
80621
Yg:z2
N 564956 E
776
S 515054 W
2'1
ws
WS
N 14'.;019 w
1 ,0-46
WI59
1'1087906
8031
73.90 WJI!
N E•_25229 W
N 7z9 J5 W
72.13
w4FB
N O1R7 4 E
21_59
YI623
5 41244) E
N 73'71'25 E
7316
2406
4.08
77
S 4871 5�W
'16.30
806
N 72'4926 W
N 1000 72
37.38
w160
N 072031 E
19.03 W)15
N 120231 E
15.91
19.(50
W46Y
N w
27_32
80624
N 012'58
44.25
28.71
d
N 78'1727780
74.33
WI
W
N 181380 W
79.75
3 .20
80161
WI62
N 31_31 0
N Z "4174
17.21
80316
N U)�0 W
IU_5p
WI 70
80471
5735
H 57'/H 16 W
N 893332 W
10.52
29.21
80625
W626
54'4411 E
26.28
Y[J79
W/BO
N 11'5 37780
N 2421 76 C
38.92
27.27
WA
w9
N 4 8134 W
077731
76.90
WI6}
N 111614 W
23.60 W}I7
15.52 W)IB
N 512807,rE
$ 79"4125
2�...�''6
80'472 N f.0U124 W
15,31
80627
N W"56EE SJ
N 04 021 1V
N
2108
0
N W
N
.55
w16
N 713055 W
2}.I8
80319
27 5
WT3
N 659 �b`�W
W6�0
06734'037
2506
24.4-
W7P2
144 718'16 E
721
62 `2 �,
± •665
6
6 25 W
1], 3
W32
*-S614101-51
Z
12.17
1
8017
8047
N 7 370 W
N ' 516
4440
S W
1
80783
52931 E
26.61
Wl2
NSI 29
.89
7
N 5 7(w
2945 �I10IA
E
1 .OS
Wil
42 W
171175 Js
74.65
�jt_56
801130
44 W
W7a4_
9781W78
07 a 44
/t �O
41.60
Wt
w s
f BYZ5 IIS W
S 81 555 W
74.63
WIGS
N 181611 W
3.51
21.76
80722
23
491648
$ 743112 E
26.79
17.7E
80377
W
N 096557 W
17.9
W'83f
W6J2
';1
S 65`16 Tt
N 611234 W
30.01
31.08
WIB7
N JIRD W
N 527679
YA
S 76'4915 W
49,16
19_3%
WI69
80170
N 23820 E
N 1651
7991
W}24
5 8634 51 E
7255
78
80179
4_S';H 33 E
N 7J1J 55 E_
31.91
W }J
N 185844 E
21.0 8
W
N 875115 w
26.9
26-47
WI6
N 057558 E
77.09
WI71
52
S 874303 E
1.15
19.76
WJ25
4470 ]3 F
18.50
W UD
S 425 23'�
19.15
30.05
w63{
w63
N 7-42 JB
N 45'57 55
37 J1
w7n9
N 5205 JiSW
Si7_7
8077
W19
N 871057 3 .%
422452 E
80172
N 79�J 07 E
24.55
80328
W327
$ 605014 E
S SV5 J7 E
23_76
17.60
W4f)I
S 75121♦ E
29.62
WtiJ6
N 38'4823 E
29.11
78.27
80790
80791
N 532440 W
N 232718
4095
8019
N 37'4)04
2
25.04
7
YV1JJ
N 720626
24.6h W32tl
S 451809 E
W/tl
7.50 80483
N HAIti SJ E
S 718647
22.09
80637
N 44'4104 E
31.3
Yl192
W
N 71.5 E-
77.58
74.10
1420
N 151 55 E
.85
20.8
M774
YA 75
N 8 3844 E
N 11tl 13 W
1 ltl
17.Gfi
80329
803.70
$ 7d' S}9
--+1T
14,34
w161
E
S btl2o 4)
22.X3
12.04
80639
80637
N 347926 E
N 45'4405
24.71
80)93
N 342749 W
32.51
8021
8022
N 20191 W
1..02
80178
JO 2 52 W
0.27
WJ31
$ 191414 E
26.71
WINS
S P26J 05 C
11.30
W640
E
N 353648 E
3277
9t
S 7711 J9 W
JJ.6♦
802}
5771633 W
S 57'1815 W
1 .�
77
N 04'1907 W
1.29
W,f32
5 262310 W
5 1155'56 E
15.31
7.44
IYIt16
8
N 53'16 J7 E
15'77
W5a1
N 301406 E
27.16
73.41
7$
80796
5 B7'4W
5
N 59'9538 W
27.48
W21
$ 5tl3537 W
35.47
35.1.3
WI 78
80179
N 345222
N 01'41 3U
1 .97
Y7S3}
S 051921 W
19_51
80
W4(i8
N X2411 E
N 73_2232 E
71.48
11.80
80642
N 387303 E
37.68
80 9
4536 W
N
20.03
43.80
8025
S 6711 l5 W
.20
WItlO
E
N 391948
24.3.
1
W3�4
WS.7.
S 30381 W
10.91
W4139
$ 55_7905 E
M41
N 55'3558 E
52'859
17.95
V g6
N 667,614 W
13.01
8026
8027
$ 754212 W
N 292732
38.29
WIHI
N 605350 E
56.99
Vf3.S6
$ 72•N 130 E
$ 051322 E
18.17
29_79
80190
S 52_38 1 E
18.tl19
80614
N 5350 S5 E
30.22
1242
99
80800
N 7J7fi x0 W
N 0747 23
41.50
W2tl
W
N 401425 E
1 .59
21.77
WIB2
WI83
N 495 4, 0
3,76
WJJ7
$ 1'4655 E
18.12
W491
W19I
S 407212 E
N S8V0'SS E
21.67
WT45
N 701843 E
21.46
N�101
W
N 223 56 E
20.06
47.51
8029
N 2'4426 E
37.57
N_181
N 682122 E
$ 349905
19.61
WJ78
N 73'7834
7241
W493
S .8'4935 E
30.22
35.77
80617
N 450005 E
29.59
YASO
S 01150 E
43.65
W31
wJl
N 437820 E
40.49
W185
9 25 917
19.40
19.97
W339
W340
N 53'4330 E
75.5.1
80194
S 4tl131T E
76.38
W6I8
M48
N 45'x052 E
S 6240'34
22.51
80'1103
S 05'4407 E
34,72
WJ2
N 455165 E
3 ,37
WIe6
$ 51'1 51
29.04
WSII
N 171805 E
221T
80190
S 44'Otl 17 E
28.91
Nti50
E
S 7955225 E
11.14
17.77
Wtj04
S 441/28-E:
50_93
WSJ
N 2821 D4 E
N 357836
=M -m-
WItl7
5 48'4G 12 E
77_18
80142
N 0127 W
78_05
37.14
80496
$ 31'27.57 E
19.71
1V65
N 5011377E
2200
�[)
wt3D1
162545E
N 101636
16.16
,34
E
N 39'2 E
29_99
3
W1HB
WI89
S HI57 <7 E
N 7624
21,80
w3x3
N 753814 W
29.67
80497
80490
$ /16)'Js E
S 700122 E
10,92
W6S2
N 54'4121 E
23.26
07
W
N 02'41 S8 E
3.JY
10.itl
NSS
N 1561 30
.91
33.72
w190
b5 E
N 30'0635 W
12.28
7P.SI
WJ41
N 542152 W
30.{SrT W499
N 0038'52 E
17,9
20.91
W65]
w4 S!
N ?615 Z6 E
N 1071
20.62
08
N 110250 E
X5.70
vne
8037
N 105037 E
N 787005
33.72
80191
N 141018 W
27.98
80345
W54G
N 17'4559 W
N 309138 W
24.75
4
80500
N 0335'211 E
22X4
1µ,5S
54 E
N 12'40?0 E
25.24
7232
_ D9
10
N 2722 I0
S 4309
111.04
80]8
N 411217 E
70,75
J7i
WI92
WI91
N 1008 36
$X71245 E
23.59 80147
N 65260 W
29.16
80:,01
W50
N 0454'14 E
N 46'4115_ F.
;0.31
18.X4
wG:,6
N1f57
N 155904 E
17.64
80011
J5 E
S 716455 E
4B.
4217
W39
N OOYI 10 E
7635
WI94
S 55912 E
25.80
W548
N 605.59 W
29.79
WGOJ
S BSU74 E
24.55
WL StS
5 722744 E
$ 335446
23.64
wall
�13
S 473433
37.17
8040
N UI J5
2369
Wf95
N 611818 E
33.51
3255
80319
80350
5 BIUJ 5G W
N 66'4110
25 76
VISb4
S 69'18 2H E
21.42
807159
E
S 80'40 02 E
10.08
18.55
S 193001 E
70.04
WII
W42
N 1952 20 E
N 4189 SJ E
17.03
19.74
80196
N 0039 03 E
27_05
WSSI
W
S B7S6 45 W
22.27
2GUtl
80`,05
WS06
S 38'4212 E
5 612118
19.64
W660
N 577111 E
37.X0
Wn14
15
S 15'45 27 E
S 58336 W
34.12
78,72
Wt3
N 511343
709
WI97
80198
N 071613 E
_
N 477909
2.41
W352
N 843903 W
27.19
NSIJ7
F.
N 51•/;5il
26.10
21.93
w661
Wt,62
N 1051 J2 E
77,0]
80818
005908 E
7274
44
N 19'4100 E
7.46
WI99
N 81155 E
26.03
23.54
8035}
801245 W
34'01
w508
fl 316141 W
19.92
W66J
N 255735 E
N 57203)
20.29
wu
S 8'4844 E
21.03
8045
WI6
N ,7819 07 E
N tl1U058 E
34_26
4.34
W2.00
80201
5 7 3 47 E
27.75
80754
WJ55
N 7714 33 W
N 262834
25.55
76.11
80509
80510
N g64P K W
N /7`�OIn
23.11
W1i64
N (5659 46
14.19
28.97
We1B
116324 E
N 1619'09 E
19,95
1255
W17
N 537229 E
W202
S 153502 E
S 712804 E
21.55
21.16
8055
N 69'I�JO E
51.27
WS11
w
S 11331 W
73.13
16.01
W6G5
MTiC•6
N 7529`06
$ 5211521
2274
.]YFtl9
WO O
N Ef8'4307
70.40
W
W4B
N 41%37 E
201
fol
80203
N 591232 E
25.93
W757
W1S8
N B1�307 E
N 6§4,141
57.99
Yi517.
N 7051N W
18.?tl
WT67
E
5 f1d503 E
2299
7244
W
25.34-
9 ��
W50
W5(I
N 416(175
N OBI I E
26.75
250
w20!
S 707346 E
15.06
WSS9
N 82'12 0 E
It,}1
58.15
WSIJ
1YS 4
N 197224 C
N
27.05
W56B
N 7J2tl'S5 E
21.5
Vj(1�2
w8 3
N 2{2147
H IH"11 Je E
79.35
8051
N 3715 W
75.67
W2U5
V2o6
35 E
S x0'1914
Jl.7J'- 80360
N 15'5756 E
47.91
80515
62.15''10 E
N 11125 ba W
15.76
17.73
W56B
rti 770
$ 7315 3
5165115
21_50
Wtl2!
N 45.4722
7270
8052
WS
S 2/'18 111 W
S
12.23
80207
S 40"4159 E
21_52 WJGI
26.46 W362
N 735430
N 68'1 52 E
40.48
75.59
80516
N 70 372 W
19.04
801171
E
N X8'4204 E
29.54
T3.HA
w825
8086
N 11'3115 E
N 171111 W
NO
8054
865932 W
$ 743718 W
223
21.1
W20B
S 48'12 i0 E
227
80363
S 871743 E
40.04
8051%
N 6677/9 W
5
34'02
11.40
WU 72
$ 716534 E
24.47_
WN27
N 1482 J9 E
27.119
Z4.
W;S
S 322425 W
1.
W2W
80210
S 332103 E
N
80364
N 751]921 E
45.99
M51H
W;i9
87.1914 W
H 891909 w
80671
6654759 E
20.5
Y/e A
S .`r.Sa Tl E
J2J
WSG
S 742141 W
1
21.7
80211
156048
N 083846 W
N-tli
tj�N
813833 E
28.67
WSZO
N 4668571 W
19.20
23.37
80674
80875
N bH'x9(73
S 4030'11
124{
M@_2?
5 7366 J7 E
25.70
8057
8058
$ 6779 2/ W
1 fl. B
80112
N 555 3b W
25_20
2±3 98
WM6
80367
S 75•5fi 4J
N 071)4 J3
79.33
80521
N 26'42 25 E
19.96
lhfi78
E
N ]316 4o E
30,18
24.9
y6m
Wd31
S 747917 E
S 6228 J3
3229
8054
$ 376035 W
S 3729915 W
17.39
19.73
WZt3
8021/
N 232tl13 W
N
25.71
W369
N 027219 W
11.51
30.25
- -
WS'1J
N G924'f2 C
N 533205 E
26.29
}5.9
v1
N 823945 E
16,2
80832
E
S 533224 E
4Y_u
25.13
wU0
S 5 1052 W
29.6
W2i5
227705 W
S 069 09 E
33.04
80369
N 752449 E
26.71 WS_24
N 563101 F
38.71
W67N
w577
N 802226 E
17.38
11'8},1
S 501902 E
2026
8061
S 63'x003 W
34.40
w216
$ 192151 E
46.1
12.48
W}7o
N 81'1954 E
17.18
8052
N 5725'55 E
21.69
w680
S 16'1933
S B76ti 0S E
w52
7-§-14 3019 W
31.9
80217
S 4016 21 E
1.116
WS71
WJ72
S 712551 E
N 037507
29.81
80576
N 0525'ltl E
70.17
WG81
N 4713 i7 E
16.55
15.51
801135
4/636
S HTg12♦ E
N
722-T-
W6S
4/61
S 347541 W
S 175208 W
20,
W21B
S 303117
J9.5B
80373
w
5 4053/0 W
176.81
29_62
4+52
W;ZB
N 75101 43 t
21.1
w60
S 37�S 077E
1178
W8J7
X117450 E
N 703133 E
26.71
18.30
WGS
S 2]R 30 W
4
20.64
31.52
80219
80120
S 7712 ZO E
S 6431 44
36.69
WJ74
$ 0173'09 E
23,4()
WSj9
S671B 1313 F.
N 090512 E
16.81
21.16
WUOJ
M64
5 482114 E
N
1238
W81B
S 798940
21.84
Wt�fi
S 406110 W
14.69
8022/
E
S 635104 E
15.75
27.3
W375
WJ76
S 671716 W
N 871604
38.76
w9:A
H 84481.4 u E
G
?4.08
Wti05
421005 E
N 111912 W
16.45
23.5
80839
MN10
5 fS02753 E
19.1
WO7
wO8
S 48'74 Sti W
S 15'1 46 W
10.9
14. )
80222
N 776610 E
40.84
80377
w
N 86'1613 W
3268
29_-
W931
8057
N 59011 E
5 73".7003
0_76
W[ n5
N 8034 24 E
16.52
1
$ 78 E
N 877812 E
37.46
40.92
Wog
S 247178 W
29.6
WT23
W224
$ 710856 E
S 121127
}493
W37H
S 766667)01 W
38.26
WS'_3
E
N B6'IG O/ F
16.27
7808
Wb67
Yr6 t1q
N 7tiU{29 E
19 .di
80842
N 7515515 �1 E
39.24
80)0
S 4251 Jam♦ W
31.9
80225
E
5 253716 E
36,20
21.02
W]79
$ 412701 W
25.06
W534
N 672}35
1974
Wb89
N 23Vtl S0 W
N 595470 W
15.54
Wtl43
N 825455 E
49.99
8071
W7I
S 3051332 W
$
4 .5q
4228
S 657401 E
2),20
W1W
80381
S 714012 W
S 79'4950 W
4 .J5
4 St1
W535
X75
S 7772`21 E
31.21
W59D
S 1X7210 E
27,)2
15.18
Vrt144
80845
N 763056 E
N 572955 E
49.77
IN.4
8073
471230 W
5 6950 22 w
3 .6
J7. J
80227
B
N 704701 E
N 6068
38_99
80382
5 72191 w
6.2
N51)
N 61757r, E
N Bo3J 07rE
27.55
16.88
Y.cyl
W69T
W69
N 765410 w
2'175
Wpxs
N 591515 E
20.54
8074
N 25'4216 W
40.35
80129
27 E
N 625929 E
20.09
20.81
80383
S 726131 W
31.65
WS}B
N 6716 59 E
21.94
N tl25�50 W
244 07 W
4'
W84T
WJ
N 2202 5 W
2
S 51'2257 E
IJ.S�
w194
W3s5
S 842907 W
S 21_)301
76.OG
80539
$ 86'4575 E
21_22
w'491
N 37`16'09 W
113 4.50
11.74
W848
WH19
S 2 2515 E
13'8 40
7270
8076
-
7
N 046962 W
S 7251 5
30.6]
80231
W231
S 4 2417
31.64
W3U6
W
$ 2969 M W
20_16
290(1
M,40
W5_N
N 6716'24 E
N Jl
2194
N'1,95
N 477659 W
22.72
80850
5 O7W 31 E
39.'0
YT -06
8078
W
$ IOIU 15 W
15.9
36.5
W?32
80133
S 57602] E
S
27.98
80387
S 5 1229 W
29.65
�
1741 E
S 7(1'18WE
7216
25.40
w696
80647
S 35'.0 0l W
?0.24
W8S1
S 2T 13N W
31.13
8079
S W2&it -
28.11
w2J!
65'4531 E
N 4815 J2 E
J7.tl4
29.19
W1B8
80369
S 82221) W
7653'18
.70
W54
N 33'4813 E
19.09
1\698
N 48822 W
N 217�027�w
76.64
1801
80(15
Wj153
S 61'3N3 E
S 2132'02 E
45.98
wtt0
Wet
S 0119 AO W
S 47179 W
40.84
W2J5
N 80022 E
18.72
W39D
w
N 73'167 W
13.57
5279
wS44
80515
N 18'1242 E
S de'2749 E
'10.5{
WL79
S 778007 W
S 171552 E
47.66
76.83
WN2
N 4531'21 W
76.0'
75.76
WZJe
80237
S 782175' E
S
27.6 --
80391
N 7432J -i -W
?tl.T4
WSa5
5 W1c 22
14.71
20.74
WI01
88tiL802 W
S
79.8150
80'7156
S 361512 E
59.43
N J9�f 01 W
32.55
W239
25583 E
S SHU 14
IJ.31
24.N5
80392
W3o3
N 83'4729 W
N 7131
46.91
W517
N 2417'78 E
21.15
W702
57791)�W
N 13'1423 W
17.4
15.94
W'ft
W(SS
S 20'4150 E
S H6V452 E
11.7tl
8081
1V05
N 1560 J2 W
N 39'14'39'W
16.80
80239
$ 737614 E
.3.95
11'391
y1 W
N 817909 W
27.19
35.40
80549
80549
N 65'..N'OS E
11.79
80703
S 691510 W
23.5
was
49.43
Yn16
N 275' 3 W
76.1
47.5'
14240
80241
S 16'4828 W
S 701 tl7999 W
19.80
30.80
80395
N'1e762z W
24.4+
w5'
$ 796530 E
S Sc:e o4 E
17.15
17.84
WJ01
w'7t75
N 7Y2_t'09 W
N 62717/75 W
15.74
1 74
WB!
N 150]26 W
30.08
N'87
N 00 752 W
3201
W2lZ
$ 17'330 w
80396
20.64 WJ97
N 69'0240 W
N 577
37.81
80551
S 72'45'01 W
16.53
-17,29
W7U6
5 X9500} W
1465
WJ76
N 08094_1 W
N 21132 W
53_03
51_00
W- 9
Wtl9
S 8539'02 W
5 05741
14.44
8021)
505'35 24 W
14.91
W396
8 w
S 079 59 W
461511
39.94
80;52 $ 71'43$7 14
-E-
w553 S
1Y?Q!
S 07'33 so W
8090
E
S 261829 E
31_2
55.1
Wla4
80215
S 092411 E
$ 596080
10.11
80399
S 862 01 W
33.11
80554
03,13F48
$471542 E
15.32
11.St�-
W70N
80709
S 1852 39 W
N N51 5B W
1869
V7116
N O�'S5 54 W
3,i.lu
w9i
S 1 6125 E
27_56
80146
E
S 77171} E
11.19
76.21
804(
W401
N 9816 W
75.59
8055
S BT3144 E
16.65
80710
N 40'411 U! W
151ti
24.
Wt}fi
WtlG
N 0529'111 W
N 72'4111 W
85.35
M92
W94
S 1153!) W
S 04412
36.40
W247
S 262508 E
16.69
w402
464914 w
N 68'7216 W
51,x0
2F.95
W5`r5
w•��i7
55380B
22.65
80711
S 7451'37 W
21.[70
M
N 377211 W
31,70
37.02
1434
E
$ 7X'3033 W
3110
2171
W24d
49
S 271428 E
5 O3
17_80
W1N
N 41'1855 W
77.10
Y' .'1
N 812111 E
tl GD`aI4NE
25.79
'L 1.12
80712
W71J
5 7072'13 W
S�9'tUi9
7266
W66T
N 54'N 7d W
3132
W95
W9B
S HOl75U W
Tt�OS
80250
)2o w
S 0}1103 E
73.6
7.7.1
wx04
80405
N 392602 w
N 44'3906 W
ZA.OB
:>J`.51
WSS9
wSFo
it 7tl`.N'U0 W
2256
80714
W
$ 19'4455 W
34.44
20.79
WrG
)
W<) 4
237 s6 E
011451 E
38.x9
24.32
w97
S 62'21 23 W
S 61'410 W
65.5
80251
$ 2590 OB
14.10
80406
N 881752 W
49.40
W'Al
S 7935 277 W
N W
20.27
15.44
80115
W116
S 6951 02 W
21,6
_
rt
22. E
49.74
YNB
S HB'31 JJ9 W
30.01
16.3tl
8025
5 } 1257 W
21.26
80107
N 817309 W
30_79
Wr62
4315'02
H 4676'25 W
19.71
8071
N 1117121 W
±633
tA.2S
8087
N 13'1001 E
42,91
N Otl_46 79 E
36.9
N25
WZ51
S 512079 W
$ 09'45 59 W
17.55
37.14
W408
80109
N 691838 W
58.54
W'S67
N 4130'80 E
17.90
14719
N 200 W
S 2473'09 W
T3_OS
20;36
1807
8007
N 413041 E
51.70
l0
W1W
N 055101/780
30,6-
80255
S 20'4437 W
29.87
80110
S 8402 32 W
.JG
w561
N 0572'25 W
11.50
W119
S 1124'53 W
10_4fi W874
N 523319 E
N 501812 E
50.65
54.03
80101
02
N 31'3113 W
35.21
N2S6
5 1234 W E
17
W411
S 40'3730 W
S 645435 W
J7.7tl
34.01
80565
W56fi
5 G2"49'22 E
N 1819'53
23.76
w1
N 84'46 U] E
2259
Yl67
N 75'4tl 40 E
4
52.56
WI03
S 3535 38 W
S TbR317 W
15.A3
35.60
80257
W25B
S 6682 5/ E
W
725
80112
S 69 29 5tl W
27.2(7
80567
E
S 68'3859
11.X3
10.20
80721
80722
S 3),1016 W=009111r-
$ 1514 02 W
25.08
W07tl
S 8111 E
44. 1.
W104
S 40.3006 W
41.60
80259
5 20'1127
$ 27'1054 W
24.28
80413
N 5-4109
2229 7151,8
S 38714'40
75.96
80773
N 77;223 W
229N
iN 42
Wtl77
Wd7H
S 515559 E
0.72
OS
S 4015'77 W
23.3{
80160
S 24'41 19 W
3207
30.23
80414
80115
N 406331 W
N 407 10 W
80.27
79.87
80.,59'
WWW
N 795513 E
4
20.6
80129
N 632319 W
17.14
Wtl79
S 372917 E
S 476801 E
57_50
IB.J7
WI06
WI01
N 57zle4 W
71_61
80261
$401601 E
21.04
W416
S 69'1939 E
27.22
80571
N 3375 W
N 14'3214
2819
80725
S 25'40 34 W
27.72
w8
5 4303 30 E
83.Jtl
WIOB
N 171811 W
N 49712{
2226
19.21
80262
$ 8{3509 E
26.16
80417
S 647551 E
76_09
80572
W
N 614313 W
75.72
19.09
W726
47727
S 730"1 ttl W
S S2v1
1353
WH0
N 614516 E
56.71
WI09
$ 1 1557 w
--15 4-'P--
WI63
80154
N X87149
S 702107
27.x3
W41A
N 131605 E
22.26
8057}
S 826916 W
19_.(19
807281.
24 W
S 7µ3S SN W
14.32
27.46
801162
801413
N SZ7 S9 W
71.24
will
40,61
80265
$ 723712 E
2..82
18.83-
80417
80470
N 491554 E
17.01
8051
N-3J5N33W
73.07
80729
17'11 W
29-2-7-808114
49'4408 W
N 60'45 U0 W
44.45
47.75
WI11
S 6377 is W
20,71
65
S 833506 E
25.41 W4ZI
N 4174 I2 E
N 121028
6.35
20.39
w575
80576
N 453002 W
32.00
W130
S 631637 W
25.51
Wt1PS
N 367232 W
20.19
WI11
W114
N 635 W
22]2
W267
S 41460 E
24.79
80422
N Ol'N J9 E
20.48
W577
333(136 E
S 075501 E
2250
W731
N 752412 W
17.2E
8011116
N 03'12 T8 E
0,66
Wllq
N 10561tl W
16
N 11'4555 E
17.15
31.15
66
W2G9
N 60'0815 E
N 86691)
21.00
W42}
N 9
40.14
WS78
S 02$3UT E
20.92
31.06
w/JZ
W731
S 006004 E
S 15'S40N W
16.5tl
21.69
wtl67
Mao
N 76 2'52 W
33.7tl
WIl
N YOy4 W
45.50
80270
E
N 79381 E
21.07
33_2
W424
79-11
S 7911 U2 E
2219
ws 19
�W560
S 751351 E
26.59
80734
S 121215 W
26.01
vmtie
N 151426 E
N 314858 E
49.21
4016
40-1-7-4i;
N 481 4b W
47.6
W2I1
N 2336 41 E
26.98
80425
W425
S 661351 E
S 491)5 O E
18.46
0.09
wSBI
$ 082115_
]
?0_92
Vg7S
5 F9•�S`2a W
2_1.7_4
806 0
N 4071'59 E
38.72
49.0
17
WI18
S U5.0 W
N 3'12 JJ9
JI.BJ
W 72
N 40216
31.78
W477
5 465621 E
20.61
80582
N 6834 W
N 767 57 W
10.62
711.94
W136
7J
S 34`1 i 5o W
20
Ztl.9
W8
N mV601 E
3ri.6
w119
W
N 162014 W
30,18
20:%6
W273
80271
N 7950 31 E
N 053215 E
25.03
80420
S 81'01 15 E
25.91
W583
N 3i;6 �3 W
28.26
M7
S 5r15J W
S 69'42 )7 W
2221
14.50
WV72
wV9}
S X070 15 E
N 46'41 E
27.1
V1170
N 11'3212 W
7S
N 34'0 52 E
51.22
37.32
W4Y9
80130
S 761918
31.21
�fl4
N 6055'00 W
23_25
80733
$'706708 W
25.01
w0.4
N OJLi 05 w
50.04
26.25
wt21
T] 0'oB E
_03
25,119
80178
$852239 W
19.80
80131
H x,11 S6 E
N 715028 E
20.06
30.1
wS65
S 81',3 73 W
11.19
W740
5 48711.2 W
-
TJ.22
w635
H 0]36 J1 E
35.85
WIT2
8012]
43R1µ f
N 453915
p.4G
W277
N 760953 W
18.87
W432
N 51781 E
2952
W58B
W387
S 1tl'48 J7 E
S 351544 W
76.70
17.3
80)41
80)12
S 54171 W
25.70
801198
N 877740 E
47.95
80174
W
N tlJU12} W
11.70
336
W27B
WT 79
H 0919 4U
2295
80433
S BT19 3B
13.13
WS68
S 216- ti SSW
19.r,5
w743
S 325716 W
$ 551252 W
31.6
27.4
Vm97
W!)9tl
N 271301 E
N
57.01
WI25
S 65'4440 W
4J.�
117780
N 29'N 59 W
N SDYJ 27 W
1296
W4J4
5 673215 E
20.14
W',U9
N 7730'16 W
17.66
W744
S 52'0353 W
25.54
NtiY9
47.1tl57
N 131'45'0 4 E
3095
48.04
WI26
772919
39.86
W281
-NO3-i6'-'-AE
10.97
11.08
80135
180SG
H 49'4854 W
N 521333 W
4.73
15.40
80570
W591
S 0551'311 W
71'1421
11U10
_W745 _S
6533 S4 W
-356
'16.22
w900
S 76'1 4J E
53,14
W117
WI2B
N 23'3510 W
N 082911
36.56
W2tl2
N 113{56 W
10.09
8043
N 731450 W
18.51
WS'J2
$ E
S 311230 W
18.96
16.73
W146
80747
S 6 NI W
$ 59'1219
36.36
27.29
W�o1
N X52332 F,
41.81
WIT9
W
N 2]'3104
JI�O
4(1.7(1
80103
80161
N 173612 E
O566µ W
15.37
W1JH
N x140 J9 W
24,76
W59J
H 80-26'54 W
25.(6
W74H
W
N 871306 W
30.84"801103
Wipe
N 548516 E
N %52414 E
19.06
WIJU
015457
J7, 0
W2B5
N 173913 W
15.80
15.52
W439
W440
N 81'4249 W
N 88'4115 W
19.8
10.99
80591
W;vS
N 4311048 VI
9.50
V1749
`11750
N 40240tl W
35..16
Wd 4
S BG�Sr23 E
16.65
ZO.W
M3f
W132
N 01'4852 E
N -()61)7-.-7-W-
34.1
80286
S 622840 W
7.85
W441
N 702556 W
}7.70
596
S 558921 W
S 623509 W
17.41
25.79
80751
14 451756 w
N 178440 W
27.67
WYS
5 00'53 U6 E
19.40
WISS
147336
1787
J0. 9
80297
WltlB
S 51'4841 W
S 78'4346
12.15
80442
N 31'5102 W
J4. 8
80597
S 76'4052 W
14.40
80752
N 751413 W
1).94
33.93
W'906
W96
S 764474 E
$ 833570 E
63 _94
Wt 34
N 575115 E
19.2
IY2B9
E
5 122102 W
17.17
11.0
8041}
80444
N 27'4 ZI W
N 076515 W
26.71
17.15
80_;99
'17
S 791536 W
S
21.4
W753
N 575}�1 W
10.72
WJB
$ 85'4141 E
30.59
25,15
wl 35
W136
!6'22 32
89211
4 69
X90
S 7856 01 W
11.90
WY
N 171940 W
23`75
µGW
H9*3900 W
S 09'30 32 E
18.91
23.5
80154
80155
508'36 J� W
N 6061 50 W
J(S.}t
4273
YNG9
80910
N 138123 W
p.94
WI]7
N 7tl'SS 22 E
70.0.9
7/192
58'4713 W
N 2676 J8 E
16.95
W446
N 20'M 45 W
76.]8
Wbol --N-)-k-2126-Yr-
S 783236 W
ye.7-''-
80755
N (10'4956 W
79-28
S 892034
371.68
W1JB
N 73 '40 E
19.99
w293
N 8436 57rW
11.82
B.JS
80447
W448
N 756 b4 W
16.54
02
28.47
80757
N 1731 W
12.47
W1J9
644440
27.5
80294
S 101775 W
11.02
80449
N 4,33 06 W
N 40RS W
14.1
15.76
O3
01
S 713N 7B W
26.26
W75H
N WJS 19 W
21.76
80140
WWI
N SU22M E
707718
7.50
80295
802
$ 712205 W
22.35
80450
N Sf 4115 W
1231
WGOS
N X756'01 w
S 607438 w
25.90
76.45
W7S9
W760
45_3775 E
N 7b'2 -r21 E
35.N
30_03
/2
N 6757IS W
17.5
1_27
8
80297
N tlS572I W
N 7212 Jl W
.p4
18.78
804
W452
N 613700 W
N 2701 07 W
1455
17.30
GD6
07
S N21458 W
7971 52
27.84
80761
80122
1I4tl 20 E
17.W
/4411111 1E7E7,''
�N CARP
YOIJ
80744
55'32 51 W
N 25'4 40 W
31.20
16.(j2
80298
Yi199
N 37'41'09 W
N 203
1277
80453
N 617615 W
18.12
0
W
$ 81'4tl 22 W
23.74
46.44
80763
N 44'3301 E
N 301907 E
}o.a3
23.74
��`Q;:'' � -�'• �7
8011
022647 E
Itl.
W3W
OS
N BS'45 J6
=1.14
15.3n'
WI54
80/55
N 681556
H
x3.08
wti09
S 581931 W
16.63
W7B4
N OS3909 E
T4.08
` OFESStp�•;!Ji
a;?
WI48
N 053318
33.79
80301
N 501617 E
11.17
80456
6961 59 W
N
21.50
10
S 750908 W
15.21
8076
N 525644
27.15
WI4
N I1V506 E
27_67
W70T
N TJ149 W
10,31
80457
33'4006 W
N 127505 E
27.06
25.N
W611
�12
5 65_34 SI W
S BWO1B
25.06
21.80
80766
N 37'3777 E
24.22
- Si.
W149
80149
80150
N 511258 E
N 522} 79 E
N 765112 E
21.16
28.67
15,42
W30J
WJ04
WSOS
N 374375 E
N 1955 0 W
9,62
11.1
W458
80459
N 045 /J E
N 1618 14 E
17,46
23.11
- I]
14
W
N N83553 W
S 672Z yaw
24.72
31.10
80767
80748
80789
N 575914
N 31050 E
N 55'5937 E
19.85
23.58
26.7]
{ `.14
j '
WI51
N 85450
70.4!
80706
N 10'04608 W
N 277522 W
13.59
18.16
80460
W461
N 621049 E
S 0318 Z8
29.14_IS
78.11
15
S 66'50'1380
S 2 -to W
75.09
34.11
W770
80771
N 833613 W
58-11'1
8.68
29.11
' gVRH�.•'
80152
WI
N 6411 55 E
N85'23'33 W
27.Utl
J7.4Y
80307
47300
N 39_1717 W
N
5.B
W462
N b9R 16
25.84
-17
N 91916 W
24.19
W772
$ W
S 691{ 27780
15_46
i � C •�-{Q;,`�
�
wl54'
W'IS
'S' 853i3'2{rTY
tl42 1B W
79.03
4.ti9
WJ09
W}10
201725 W
7573'06 -' W
402944
11.4
13.80
18.06
W483
8046♦
WIGS
N 761734
$ 1929 26 W
S 50105 E
71.2
20.04
39.81
7B
80519
�20
N 531753 W
N 5N'16 27 W
N 0512'19 W
35.05
21.78
2271
W77y
80774
80775
S 2727.6 W
$ 542751 W
S JB3B 03 W
-21.72'rr
26.34
23,29
It
✓
COMP Or
DAX
REVi5'0'VS
BOUNDARYSUR!/EYPLAT
11 1712005 ADDED 7' MEAN SEA L£VEZ DATA
FCH
05/19/2006O?
OFTHEPROPERTYOF
TENNESSEE
LAND
SURVEYING
C O .
02 2006 REMOVE 7' MEAN SEA LEI2Z. DATA
OR. DY
SHEET.•
ADD 13E7CANDS
OEC/NE-A710N FOR
INTERNATIONAL PAPER REAL TY CORP,
PHASE I'
R/V£RSOUND'
1
s 4
FOR
140 HIGHLAND
AVE
PHONE:
615-597-40£35
OT 02 2006 ADD SI/EET
04 1J zoos ADD wf7cANDs PHA cads AND
WATERFROW
GROUP
AV
LLC
SCALE.•X103
NO.
IVOX
'?Fvvtwz
1'> 500'
0511612006
ADD
-DATA
PO/NTfL90'L0C47/aVS
YEOP/M
TOWNSH/P
SMITHVILLE,
TN 37166
FAX:
615-597-4091
050011
CHOMAN COUNTY,
NORTH CAROL/NA
0511912006 ADDED 47H SHEET (/NSE7S A' & 27)

WETLANDS DELINATION
LINE TABLE
WETLANDS
PHASE LINE
TABLE
Coosa 84alnq Ol.t--
14
PT S 89'3232
5 61.37?2 E 966.51
866,05
P3
P4 S 71'!2'.18 W
21_42 JL W 820
77,10
5
116
- 521'42'38 W
S 21'42 311 W {7,65
226
pi S 23001 W 9 . 5
re s 7CT 4; w 403.16
P9
PIO S 15362110 W
S 0461 W 110.3
343.5
PI

P72 5 Oti7
G Il W
5 06'4611 W
96.25
F.97,4
P13 5 06_46 t1 W 13.95
P14 S 08'46 I1 W 615,
YIS 5 72U55i W 94.56
P17 S UGV611 W 12756
P1 6 560222/1 E 14628
P19 06'46 11 23.46
P20 N 06'4ti 11 E 9251
r21 N ti6'4e It 54.03
P22 N 08'3330 W 94.5
YT3 N 06'451 E 96. OS
P24 N OG-,4 75 E 70 98
P2
117 06'46'7
N 06'4611 E 861_58
128.61
P21 N OG'4611 E 3,9.4
P28 N IS-326- E 8295
P29 N 241 T41
4U3.1
PM N 23U01 E 102
P]I N 21'4238 E 197.18
P32 N 1'47313- E 244.1
P33 N 21'42 J8 E 1515.1
P34 N I n544- F 13.1
J N 16'4 51 E 30.43
PM N D 546 F 53.5
P37 N 0w 716 E 39.16
!'J9 N 0132 04 W 9266
P39
P40 N 53'5534
N 721240 E 439.3
340.
P41 N 16?,?ri Ot W 665.24
P42
P41 N 323153 W
N BIV3S-W E 625.75
1149.35
P44
P45 5 46 43
N 875339 E 17716
453.73
46 y0?412 E N5.3J
14 N 1033 5N W 876.
46 N 18"4 49 6026
WETLANDS
COUP BY DATE
FCH 0511912006
OR. 6Y SHEET.-
JEH 4 OF 4
SCALE: ?OB NO.
/' = 600' 050011
'DATA POINT FLAG'
TABLE
(see line tables for bearings and distances
defining locations of flags located in this table)
FLAG Northing Easting Line Table Intersectlon
NA-56 860468.374 2743260.930 W931 - W932
NG-17 858907.479 2742030.004 W785 - W786
WCC-17 859987.082 2743602.609 W915 - W916
ND-6 857392.363 2743341.839 286 - W1287
QA-6 861569,377 2744339.75 W994 - W995
WBB-21 859614.904 2743331.863 15'884 - W885
C-7 855688.978 2742554.563 WG - W7
KR
=!?
856072481
2742367.921
W75 - W76
R
K -17 857100.698 2742777.020 W388 - W389
K8-96 857868.635 2741991.522 W471 - W472
REVISIONS BOUNDARYSURVEYPLA T
7' MEAN SEA LEt2Z DATA
REF. TIE
TABLE
Come 0awing Wane
1 441. Oft 9.46'
1
T N7i'231
7906 25.3
18.00
74 N 73'36'52' E 49.5
-
TS 42,3951 41.5
Tfi N 3]4-932 .6
N 2765 U3 44.80
T N 6415 3
7
1 ,99
9
1.9 N 647531 E 55.36
"0
1 S 6759 'OS E
S :?vu6 68.3
3%,9
T12 S 541416 E 53.16
113 S 54]46 14.6
1?
1.15 S 130501 E
5 ?2V001 11.1
165.69
1.6 5 54122E 407.04
1.17
18 N 91335 W
N 41 TJ84 r 214,50
622
BOUNDRY LINE
TABLE
Course Dewing Distance
L IM N 3979 48 E 176.22
110 N 3473 03 E 113.01
1.10 N 270303 £ 213.66
L 104 N 26 36 15 E 65.67
L105 N 163945 E 80,67
L 106 N 5633 46 E 145.73
L107 N 6475'31' E 132.21
1.108 N 7277 02 E 55.92
L109 S 693151 E 111.27
1.110 S 7735'01 E 133.25
L111 S 57 59 O5 E 155.24
L112 S 15 35 4 f 226.36
1.113 S 03'35'42" E 51.83
L114 S 547416 £ 200.90
L 115 S 6339 59 f 78.56
L 116 S 5333 43 E 59.18
L117 S 4800 30 E 171.52
L 118 S 68'54'32'-E- 69.95
L119 S 694601 E 4525
L120 S 0827103' E 83142'
L121 S 130501 E 71.34' 1
L122 S 22023 W 42.60
L123 S 353104 f 164.78
L124 N 264053 E 11072
L 125 N W-20 E -7-1-77"-
L128 N 65'01'45' £ 2J 20
L 127 N 8756 08 E 22236
L128 S 574603 f 96.82
1.129 S2 779 19 E 55 48
L130 S 395148 E 80.01
1.131 S 73,55,01- 27.43-
L112 S 493203 E 161.00
L 133 S &1X060 E 257.71
L134 S 320941E 12382
1. 135 S 430712 E 29.96
LIM S 324917 E 107,93
037 S 5775 48 E 267157
1.138 S 8974 '37E 16119
L 139 N 68 J2 44 E 66.22
L140 N 745717 E 65.84
L 141 S 8575 21 E 76.68
L 142 N 6555 '08E 141.92
L 143 S 6077 46 f -Y6-.-6
L 144 S 8776 27 E 106.61
L 145 N 83 46 27 E 76.44
L 146 N 8676 42 E 68.93
L147 S 080824 E 192.00
L148 S 06V724- E 398.90
L 149 S 145724 E 292.40
L 150 S 0158 24 E 189.90'
L151 S 0653 24 E 37.80
L 152 S 0235 24 E" 550.24
L153 S 0043 '03W 209.18
L154 S 01'1043 E 62.23
L155 S 107405 E 222.42
L156 N 695222 E 26000
1.757 N 145420 409,86
L 158 N 87'35'00- E 209.20
L1.59_ M 7
,.,111,1,1••••.
`'qN C14Rp ,'o
'OQ oFESS1???y .
SEAL
5/Ly
REMOVE7',V4EX11SEALE1n DATA OFTHEPROPERTYOF TENNESSEE LAND SURVEYING CO.
& ADD 6£77-ANOS DEUNEAnON FOR /NTERNAT/ONAL PAPER REALTYCORP.
PRASE 'l'
RivERSDONO- FOR
ADD SN£ETz2 & ®3 140 HIGHLAND AVE PHONE: [phone]
ADD AFIZANDS PHASE CA115 AND WATERFRONT GROUP NC, L L C
ffox R R-,"RONIS,
ADD IVATAPaNTRAG' LOCAnONS YEOPW TOWNSHIP SMITHVILLE, TN 37166 FAX: [phone]
ADDED 4 n! SH£fr (INSETS :4' & 0) CHOWAN COUNTY, NORTH CAROLINA
W AT ?AQG
6
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 15, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Cert. # 7006 0100 0000 8384 4289
Doug Dorman
Atlantic Environmental Consultants, LLC
P.O. Box 3266
Kitty Hawk, NC 27949
Subject Property: Riversound Development
Off NCSR 1100, Chowan County
REQUEST FOR MORE INFORMATION
Dear Mr. Dorman:
DWQ Project # 2006-1245
Chowan County
D
AEG ? ? X006
DENR ?D STQR` nAZER? 3:CN
wE?"??DS At
On August 7, 2006, the Division of Water Quality (DWQ) received your application dated August 1, 2006 to
impact 0.36 acres of wetlands and 0 feet of streams to construct the proposed development roadways. The
DWQ has determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A NCAC
2H .0506 and will place this project on hold as incomplete until we receive this additional information. Please
provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Impact Justification (Avoidance and Minimization)
Under Section VII of your application you did not provide a "justification" for the impacts as requested
within this section. Application should show justification for installation of cross pipes in permitted
areas.
2. Application should demonstrate avoidance and minimization. Cross pipes installed in permitted areas,
up to 48 inches in diameter, shall be buried 20% below streambed elevation. Pipes 48 inches or greater
in diameter shall be buried 1 foot below stream bed elevation to allow for aquatic passage during low
flow conditions. Plan drawings should detail pipe burial with a cross section drawing and related
elevations. It should be demonstrated that pipe placement does not result in aggradation, degradation,
or significant changes in hydrology of wetlands or streambeds or banks adjacent to or upstream and
down stream of structure.
North Carolina Division of Water Quality Internet: www,ncwaterquality.org
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarolina
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Awwrally
3. Application should provide information on slope of fill at stream and wetland crossings. Methods of
stabilization of fill slopes, such as seeding and mulching, should also be included.
4. Application should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey Map
with property boundaries outlined.
5. Under Section VI of your application temporary and permanent stream impacts should be accounted for
along with cumulative impacts to all streams on site. It is necessary that a stream determination be
made at sites A, C, E, H, and D to properly identify streams in these areas.
6. Please provide the 25% additional information fee associated with the Express 401 Permitting Program
of $250.00 by check made payable to "NC DENR".
The above requested information must be received in this Office prior to August 29, 2006 or your application will be
returned as incomplete. The return of this project will necessitate resubmittal of all required items including the
application fee. If you need additional time to submit the required information, please mail or fax your request for
time extension to this Office at the Letterhead address.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ.
Please call Roberto Scheller at 252-948-3940 if you have any questions regarding or would like to set up a meeting to
discuss this matter.
incerely,
A- L- L
AI Hodge/Supervisor
Division of Water Quality
Washington Regional Office
cc: Cyndi Karoly, DWQ Central Office
File Copy
Filename:
wArF9
a
o ?
August 7, 2006
Please return check # 1695 to:
Doug Dorman
Atlantic Environmental Consultants LLC
PO Box 3266
Kitty Hawk, North Carolina 27949
Doug
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
This is for the Riversound project. Please contact Lyn Hardison at [phone]
should you have any questions.
Laurie Dennison
Administrative Assistant
DENR - DWQ
Wetlands/401 Unit
2321 Crabtree Blvd
Raleigh, NC 27604
Enclosure: Check #1695 for $200
cc: File copy + check copy
N?oy,?` Carolina
?vaturallU
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
-.
USACE Action ID No. DWQ No. O h -- 1'A ? S
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required, check here: ? N/A
4. If payment into the North Carolina Wetlands Restoration Program (NCMW) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information - I IM 17
1?_l i] L;
1. Owner/Applicant Information "`? C 0 'L006
Name: The Waterfront Group
Mailing Address: c/o Elliott Harwell
17505 West Catawba Avenue VV_EJUai Fd.J STU;Z r? %T E: +t BU,'CH
Suite 350
Comelius, NC 28031
Telephone Number: see agent info. Fax Number: see agent info.
E-mail Address: see agent info.
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached
if the Agent has signatory authority for the owner/applicant.)
Name: Roxanne D. Dorman
Company Affiliation: Atlantic Environmental Consultants, LLC
Mailing Address: P.O. Box 3266
Kitty Hawk, NC 27949
Telephone Number: 252-261-7707 Fax Number: 252-261-2965
E-mail Address: RoxDormannaol.com
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than I 1 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: AEC 1106-015A
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN) #7845-00-47-4097 #7845-00-35-8443 &
#7845-14-6463
4. Location
County:_ _Chowan County Nearest Town: Edenton
Subdivision name (include phase/lot number): Riversound Subdivision Phase I
Directions to site (include road numbers, landmarks, etc. Heading south on Hwy 17/37 from
Elizabeth City take a left on Haut hton Road (Hwy 37) then a right on Dnimmonds Point Road (SRI 100)
subiect tract is located approximately three miles down Dnimmonds Point Road (SRI 100) on the left side of
SRI 100. The west side of the site is bordered by Middleton Creek, the eastern and southem sides of
the site are bordered by privately owned parcels (residential and farmland) and the north side by the
Yeopim River.
5. Site coordinates, if available (UTM or Lat/Long): 3604'36"N 7629'02"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Subiect tract is currently undeveloped forested land previously used for silviculture purposes.
There is an existing dirt road (logging road) with existing dilapidated culverts.
7. Property size (acres):
963.62 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Yeopim River
9. River Basin: Pasquotank River Basin
Page 2 of 8
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: Fill in Section "404" wetlands to prepare the
site for subdivision road construction, replacing existing dilapidated and nonfunctioning
culverts (previously constructed for a logging road) with upgraded culverts and one new road
crossing that does not exist at this time.
11. List the type of equipment to be used to construct the project: Dump truck, frontend
loader
12. Describe the land use in the vicinity of this project: Residential and agricultural
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A wetland delineation was completed for the subiect tract and approved by USACOE, Tracey
Wheeler June 6, however, no Action ID number available at this time. A grubbing and clearing
permit was issued to the Waterfront Group obtained March 31", 2006 for 4.5 acres of
disturbance.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
Future permits anticipated for the subdivision: Stormwater Permit, CANIA Major Pen-nit,
Sedimentation Erosion Control, 401 Certification. This project will go through the Fast Tract
therefore applications will be in the state office at the same time or prior to this application
request.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 3 of 8
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (es/no) (linear feet)
A Wetland fill 0.01 ac. yes 955+ feet from Forested Wetland
Middleton Creek
B Wetland fill 0.03 ac. yes 1,220+ feet from Forested Wetland
Yeopim River
D Wetland fill 0.06 ac. yes 3,492+ feet from
Ycopim River Forested Wetland
F Wetland fill 0.03 ac. yes 2.703+ feet from
Ycopim Rivcr Forested Wetland
G Wetland fill 0.05 ac. yes 548+ feet from Forested Wetland
Ycopim River
H Wetland fill 0.03 ac. yes 1,494+ feet from
Ycopim Rivcr Forested Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local Floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.p-ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 134 acres
Total area of wetland impact proposed: 0.36 acre
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(please secif

C Culvert and assoc.
rip rap darn 72 Tributary of Middleton
Creek ,
140
intermittent

E Culvert and assoc.
rip rap dam 30, Tributary of Middleton
Creek ,
65
intermittent

Page 4 of 8
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
www.usas.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.ma12quest. coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: no strewn impacts
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
(if applicable) Name Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A N/A N/A N/A N/A

i i i i i
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application. N/A
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed impact was limited to a total of 0.36 acre to stav within the General Permit. Wetland fill
proposed is necessary to upgrade existing culverts, excluding one new crossing (G), by replacing the existing
nonfunctioning culverts with new and improved culverts. The existing dirt road was constructed in the early 40's
Page 5 of 8
for silviculture purposes and existing culverts have failed. The replacement and fill is necessary to construct a
subdivision road according to state and coup requirements.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order for
USACE or DWQ to consider the application complete for processing. Any application lacking a required
mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also
choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for
Stream Work in North Carolina, available at littp:Hli2o.enr.state.nc.us/ncwetIands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation proposed for this project is a conservation easement to preserve the remaining wetlands within
Riversound Phase 1, excluding easements to the shoreline and a 20 foot buffer from the wetland alignment to
allow the property owner to only clear and maintain vegetation. A copy of this application package will be
submitted to NCEEP as well for the approval letter to accept responsibility for the conservation easement.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
- you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://1,20.enr.statc.nc.tis/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Page 6 of 8
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federaUstate/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local
buffers associated with the project. The applicant must also provide justification for these impacts in Section VII
above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan.
All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the
DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's
discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Meuse), 15A NCAC 213
.0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other
(please identify N/A )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required
calculate the required amount of mitigation by applying the buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of
Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment
Page 7 of 8
into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within
15A NCAC 2B.0242 or.0260.
No buffer mitigation required for this project since disturbance/fill is not within the buffer.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious surfaces are not proposed for this project however, future impervious surfaces will
include subdivision roads houses driveways and parking. Silt fence will be placed along the
fill/wetland interface to prevent fill material from impacting the adjacent wetlands not permitted
for fill. Stormwater and Sedimentation Erosion Control Plan applications will be submitted by
Shield Engineering for subdivision purposes.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal is not part of the road construction project, however, a central wastewater
system will be constructed for the proposed subdivision outside of Riversound Phase 1.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired construction
dates to allow processing time for these permits. However, an applicant may choose to list constraints
associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down
schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or
other issues outside of the applicant's control).
No constraints are currently associated with this project
15,11
Applidfa?ht/Agenfs Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Point CSC
rtfo
He rd Crow o
Point
C.
;' } ---` i - I -
• e o
41
is
Hartford
•cA
'?/s? / / s Sotrt
r.
WAIAP
b "
Burgess
14 ixon
?' P.Aadw ? ? ??
=lgwet O
Afill
"`°d` a A?
Water Snug
Harbor
00
s ; 7 reapln,
1 to -RIVER --?
- y Ed" on it - ---?" o° `' Ore man
c 'i / / \\ Greenne
CusPn ? ? ? \?
Edenton
Boy ." I
Point o
St Johns
IN N
b
I
\ t1 \ N1 PAL AIRPORT Bluff
Point /N1N
Nions
Cape 32 Beach
Colorry I /
HOmiDlow l
S O U N D Pont '
32
• ?O $oui ?
\w?i, , - o U N r _
IND
_ --
Leon:ro, - _ e--_ _
i Pea ?` - ..?: *• _,s_-----ws-=- '- ---
--
Copyright (C) 1998, Maptech, Inc

}
I;
ALBEMARLE SOUND
ST 3 SHOWS THE 1ST OF 3 COMMUNITY-
NHE
ACCESS EASEMENTS AND GAZEBO
SHEET 4 SHOWS THE 2ND OF 3 COMMUNITY All-
HEE
ACCESS EASEMENTS AND GAZEBO
177-
I 5 SHOWS THE 3RD OF 3 COMMUNITY \ •
ACCESS EASEMENTS AND GAZEBO ri
z
0
w
I~
z
0
Q
VICIN NTl MAP
S
I X04

e r y??'
11.
?l
ADJACANN ROPERTY
N DOT OT
d,Q
Q
fM1 ??°
4 D Ll

WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATLQNT/C ENVIRON?l1ENTAL CONSULT,4NTS, LLC
GRAPHIC SCALE 1 =- 1000, P.O. BOX 3266, K/T7YHAfff, /Y. C. 27949
[phone], e-moil rordormon®aol. cam
DATE: 7/27/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D
SSHEEET 2 SHOWS BOT RAMP, PARKING
AND RIVER HOUSE
, , p,
tlL7l- OfLE r- • ?'
r X
LESLIE L.
aMw oa Erna
n''
;.r
AREAS LABLED AS A-G INDICATE CROSSINGS
OVER 404 WETLANDS AS SHOWN IN
DETAIL ON SHEETS 6-13
D

RAP: E`O?C-

_^ _DS GRAD ?I plpr ___.

--'NOR
___.__.1:lN. AE-WAID
Or M

t 1 ? + 1
on _ o
`¢' +
PROMS ° ROAD C G°3OMM AREA "N'
z

PROPOSED
I
SPFUy T

1
CORRUGATED ALLUMINUM PIPE
(CAP) 3 O 51', 24' OL ----

404 WMAND L= AL I ` A R . ?? /r 404 nTuND LLNN

PROPOSED 404 WETLAND "" -- •-._ _," 1
FlLL 210 SF
AL AL
i PROPOSED 404 WETLAND
FILL 208 SF
Alit

L
I I
LEGEND: AL
\ E2 PROPOSED FILL AREA (418 SF)
ZUSTM 404 WE77:AND LINE ? ? - . - EXISTING 404 WETLAND UNE
COA TMJfED 816106 BY THE
-- 6---EXISTING CONTOUR UNES
USACOE
1
\-9- PROPOSED CONTOUR UNES
PLAN VEW ROAD CROSSM AREA "A"
e
NATIONWIDE #14 FILL PERMIT - AREA A
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA

' ,47ZOT/C ENVI ONNN- 4L CONSULTANTS
LL C
GRAPHIC SCALE 1 20 ,
A0.. 90X 3266, K/TTYHAffr, AC. 2790
[phone], e-mail roxdolman0oo%com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
•\ U
ILJ
2
\\ Q
\ U

404 WMAND .

I PROPOSED 404 WETLAND
FILL 1,178 SF
JkL
tic
IL
?
?
EXISTING 404 WETLAND LINE ?
CONMYED 818106 BY THE
USACOE I
PROpOS
ROgp"
20'
J
N

AL
404 WATL4ND LAYS

? I
.
? ! JL
?

? I ?

? I
?
?
? AL
I
\
JL tlk

LEGEND
:
PROPOSED FILL AREA (1,178 SF)
- - EXISTING 404 WETLAND UNE
--$--- ED
EXISTING CONTOUR ONES
PLAN A EW o ROAD C ROSS M AREA 0590
NATIONWIDE #14 FILL PERMIT - AREA B
WATERFRONT GROUP
RIVERSOUND PROJECT
C OWAN COUNTY - NORTH CAROLINA
„ ,4TL,4NT/C ENV/rfONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 = 20' P.O. 90.Y -3266, K/TTY N.4WK, N. C. 27949
252)261-7707, o -mall roMorman0ao%com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN 8Y: DOUG D.

54'-36-
-40

_
P3QP??. _Q E1P_C7 --

.-1DS jc M

UNL.- _.-

p6°3OME o ROAD C°30oSSM AREA Dacca
z

U
F
lw ?J

/ ,I
c? f

I Rgb?CT /N
ti 20'

? 3?Ic
?Elfc I .. t
?

/.

P
FILL ROPOSED 404 WETLAND

CORRUGATED ALLUMINUM PIPE
// //'/ f ' ' //i' • // ,? slk (CAP) 5 O 54'. 36" DIA.

?,.O// ii , A..

AL
rf/f ?? /• f ?
? .f
JIL EXISTING 404 WE77 AND LINE
CONF11 R0 6/6/08 BY THE
/
. USACOE
AL AL
?
i
AL
/
PROPOSED 404 KETLAND
FILL 1,308 SF SF
AL

1EGEND;
PROPOSED FlLL AREA (5,144 SF)
404 WZYLAND IBM
- EXISTING 404 WETLAND UNE
N ---2---EXISTING CONTOUR UNES
-4- PROPOSED CONTOUR UNES

00?0D
P LAM VUEW GOAD CG°30SSM AREA
NATIONWIDE #14 FILL PERMIT - AREA C
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATLANT/C ENIi/RON Z-NrAL CONSUL WNTS, LLC
GRAPHIC „
SCALE 1 = 20' P.O. BOX 3266, OW 11,01K, N.C. 279 9
252)261-7707, e-mail roxo'onmanWaol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
An
u?

-3.
X?FUI.I.

o? - O -
n + ¢
lf'ROME ° ROAD CROSS M AREA 90099
4
z
W
I"
a
F
-? L
f
i
r
r _
1
1

L
PROPOSED
DIRT
ROAD 1
20'
tltc
1
404 WERAND .
SF .
/ ,I8 It 314 ;%?i
?J 404 22
< ?1ltc
AIL
?11fc ?
A:

AL Ji L r
1L
31c
?f

114.
.,L
CORRUGATED ALLUMINUM PIPE
L (CAP) 3 O 54'. 36' DIA.
a,L
AIL
4U4 WETWW
AL
JIL
PROPOSED 404
FlLL 1.341 SF
l6!L
/
L A,L AL
iltc ?-
?` I 1L
r
f LEGEND:
E7a5TNG 404 WETLAND LINE f \co M PROPOSED FlLL AREA (2,664 SF)
CONFRUM 816106 BY THE i - -EXISTING 404 WETLAND UNE
USA COE M ?
UNES
PLAN V V E W - ROAD CR ll OSS ? IlM V ? G?1RL?- A _4_ PROPOSED CONTOUR R UNES
?? DD ?? - PROPOSED
NATIONWIDE #14 FILL PERMIT - AREA D
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATLAN7/C ENV/?ONMENTAL CONSUL l4NTS, LLC
GRAPHIC SCALE 1 = 20' P.O. 90/Y 3266, /(/TTY H,4#/,, N. C. 27949
[phone], e-mail rordorman0aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
en
UV

3-50'-24'
_?OS FULL -- __.__ __ ? --_ - - - --._ - .._._., - - ------- --- -- - - - •- - ------
. v

?
`- - ?
0
i
AP
FtOX.
-_ - _ --- _- -- -i= - - -1$- - -- - --- -- - _- _'

JNJ ?

+
PROH LE o ROAD C ROSSM AREA °°[E°°
Z
I
U I
F /
W !/
U
Q
AL
/ ~?• 404 MrLAND L1NS C C
AL AL
?I{fL
AL ?
IPROPOSED 404 WERAND
FILL 1,133 SF
JL
IkL
Milt. AUL
JUL
A ,
""Z jL
I / AL
1L `
404 AS77?ND LllYB tJL
PEED
WLT
ROAD AL
20' I i
RLL371 SF - - - I ? _ /
- 6
IL
CORRUGATED ALLUMINUM PIPE /
? (CAP) 3 O 50'. 24' DIA.
I ?,r
i co
co V
I
I
E.I WWG 404 IFEMAND LWE 1L
I
CONFRUM 818108 BY THE I 1EGEND:
USACOE ?x?
?J PROPOSED FILL AREA (1,504 SF)
?AL EXISTING 404 WETLAND LINE
'? ?r - --6-EXISTING CONTOUR LINES
-9 PROPOSED CONTOUR LINES
AL
PLANVEEW ROAD CROSSM AREA Too

NATIONWIDE #14 FILL PERMIT - AREA E
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY -NORTH CAROLINA
A7LAKY L"Nll/RONNN- 7,4L CONSUL 7AN7S, LL C
GRAPHIC SCALE 1 = 20' P.O. BOX .3266, !(/TTY NAYff, N.C. 27949
[phone], email roxdorman®aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
z
W
I"
Z
a

11\
PLAN ME ° ROAD C OoMM AREA CUP / /
EXISTING 404 WEMAND LINE
CONMOM 616106 BY THE
USACOE

IEGEND
PROPOSED FILL AREA (1,200 SF)
- EXISTING 404 WETLAND LINE
--- 2----- EXISTING CONTOUR LINES
-4- PROPOSED CONTOUR ONES
NATIONWIDE #14 FILL PERMIT - AREA F
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY -NORTH CAROLINA
,4714N7/C ENV11f0N1f1EN74L CONSULTANTS, LL C
GRAPHIC SCALE 1 20' P.0. BOX .266, K/TTY 11,40, N.C. 279 9
252)261-7707, email i-o rdorman®aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.

_ ? ._

PROHLE o ROAD COMM AREA CUT
z
U
F
w
a
z

PROPOSED -
?6_
20' AL
--? .inc.
CORRUGATED ALLUTAINUM PIPE
(CAP) 3 O 52', Is, DIA
A L
r?
yr
AL
AL AL
ALL
AL
JL AL ; ,t,
AL PROPOSED 404 WETLAND
: i -''l'
y
?
/J
r
C r c
°
3?L
AL AL
FlLL 2,302 SF -:k •` f
K ?
r 404 DATUND Ilia /
AL AL ;
/
1 AL JIL AL
AL
AL
404 WEYLtND LM /

6 /

IEGEND
: PROPOSED FILL AREA (2,302 SF)
J/
- - EXISTING 404 WETLAND LINE
EXISTING 404 WETL ND LINE JJ
/ COjVFIRMED
USACOE 818108 BY THE " ---- 6- EXISTING CONTOUR LINES
/ -9- PROPOSED CONTOUR LINES
l ?
PLAN VEW o ROAD C ROSSM AREA gaGoll
NATIONWIDE #14 FILL PERMIT - AREA G
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA

' A7LAN7/C ZN- V1R0N#Z-N7QL C0NSUL 74N7S
LL C
GRAPHIC SCALE 1 20 ,
A0.. BOX J 2M, K/TTY H,4`YK,, N.0, 279,0
[phone], e mail Io rdolman®aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.

0

-
N -

19

_ co
.
l IA .4 h ._..__ "-_-......._ ._...
.
ty
+ ' i
lJ ll

/ JLL
IL

W /Z
?

s

404 WZOT LWZ

AL
I
JIL
L
A
IL

/ r
+
404 WETLWD ZRX - / 6---

A L
/ AL CORRUGATED AL LUMINUM PIPE ?J
(CAP) 3 O 52', 18' DIA.

ALL /

/ / PROPOSED 404 WERJWD
FILL 1,308 SF

IEGEND:
PROPOSED FILL AREA (1,308 SF)
- - EXISTING 404 WETLAND UNE
-- 6--- EXISTING CONTOUR UNES
-9- PROPOSED CONTOUR UNES
6 BY
G? n PLAN VEW o ROAD C ROSSM AREA
B/e10
CO
USACOE
NATIONWIDE #14 FILL PERMIT - SECTION H
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATL,4NT/C ENV11f0NMEN7AL CONSM 74N7S, LL C
GRAPHIC „
SCALE 1 = 20' P.O. 9OX J266, /(/TTY 114l K, N. C. 279,0
?252)261-7707, a -mall i-oxdorman0ao%com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
USACE Action ID No. DWQ No. 0 Lo - S
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required, check here: ? N/A
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? , - -
II. Applicant Information D
AUr L3 ; 2006
I. Owner/Applicant Information
Giavi(..,,-?;; cF"t QJRLITY
Name: The Waterfront Group Yvc7l rr_ srr.? ;.
Mailing Address: c/o Elliott Harwell
17505 West Catawba Avenue
Suite 350
NC 2
Telephone Number: see agent info. Fax Number: see agent info.
E-mail Address: see agent info.
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached
if the Agent has signatory authority for the owner/applicant.)
Name: Roxanne D. Dorman
Company Affiliation: Atlantic Environmental Consultants, LLC
Mailing Address: P.O. Box 3266
Kittv Hawk. NC 27949
Telephone Number: 252-261-7707 Fax Number: 252-261-2965
E-mail Address: RoxDorman(a?aol.com
Page t of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: AEC 06-015A
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN) #7845-00-47-4097 117845-00-35-8443 &
#7845-14-6463
4. Location
County: Chowan County Nearest Town: Edenton
Subdivision name (include phase/lot number): Riversound Subdivision Phase I
Directions to site (include road numbers, landmarks, etc. Heading south on Hwy 17/37 from
Elizabeth City take a left on Haughton Road (Hwy 37) then a right on Dnimmonds Point Road (SRI 100)
subiect tract is located approximately three miles down Drummonds Point Road (SRI 100) on the left side of
SRI 100. The west side of the site is bordered by Middleton Creek, the eastern and southern sides of
the site are bordered by privately owned parcels (residential and farmland) and the north side by the
Yeopim River.
5. Site coordinates, if available (UTM or Lat/Long): 36.04'36"N 7629'02"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Subiect tract is currently undeveloped forested land previously used for silviculture purposes.
There is an existing dirt road (logging road) with existing dilapidated culverts.
7. Property size (acres)
963.62 acres
8. Nearest body of water (stream/river/sound/occan/lake):_ Yeopim River
9. River Basin: Pmquotank River Basin
Page 2 of 8
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Hii2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: Fill in Section "404" wetlands to prepare the
site for subdivision road construction, replacing existing dilapidated and nonfunctioning
culverts previously constructed for a logging road) with upgraded culverts and one new road
crossing that does not exist at this time.
11. List the type of equipment to be used to construct the project: Dump tnick, frontend
loader
12. Describe the land use in the vicinity of this project: Residential and agricultural
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A wetland delineation was completed for the subject tract and approved by USACOE, Tracey
Wheeler June 6, however, no Action ID number available at this time. A grubbing and clearing
permit was issued to the Waterfront Group obtained March 31", 2006 for 4.5 acres of
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
Future permits anticipated for the subdivision: Stormwater Permit, CAMA Major Permit,
Sedimentation Erosion Control, 401 Certification. This project will go through the Fast Tract
therefore applications will be in the state office at the same time or prior to this application
request.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 3 of 8
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: rill in Section "404" wetlands to prepare the
site for subdivision road construction, replacing existing dilapidated and nonfimctioning
culverts (previously constructed for a logging road) with upgraded culverts and one new road
crossing that does not exist at this time.
11. List the type of equipment to be used to construct the project: Dump (nick, frontend
loader
12. Describe the land use in the vicinity of this project: Residential and agricultural
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A wetland delineation was completed for the subject tract and approved by USACOE, Tracey
Wheeler June 6, however, no Action ID number available at this time. A grubbing and clearing,
permit was issued to the Waterfront Group obtained March 31", 2006 for 4.5 acres of
disturbance.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
Future permits anticipated for the subdivision: Stormwater Permit, CAMA Major Permit,
Sedimentation Erosion Control, 401 Certification. This project will go through the Fast Tract
therefore applications will be in the state office at the same time or prior to this application
request.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 3 of 8
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number "Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (yes/no) (linear feet)
A Wetland fill 0.01 ac. yes 955+ feet from Forested Wetland
Middleton Creek
B Wetland fill 0.03 ac. yes 1,220+ feet from Forested Wetland
Yeopim River
D Wetland fill 0.06 ac. yes 3,492+ feet from
Ycopim River Forested Wetland
F Wetland fill 0.03 ac. yes 2,703+ feet from
Yeopim River Forested Wetland
G Wetland fill 0.05 ac. yes 548+ feet from
Ycopim River Forested Wetland
H Wetland fill 0.03 ac. yes 1,494+ feet from
Ycopim Rivcr Forested Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps arc available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.feina.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.)
List the total acreage (estimated) of existing wetlands on the property: 134 acres
Total area of wetland impact proposed: 0.36 acre
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name* * Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif

C Culvert and assoc.
rip rap dam
72 Tributary of Middleton
Creek ,
140
intermittent
E
p d assoc.
rip Culvert
30,
Tributary Cofek iddleton
65'
intermittent

Page 4 of 8
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usPs.£oy. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: no stream impacts
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A N/A N/A N/A N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application. N/A
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The Proposed irnnact was limited to a total of 0.36 acre to stav within the General Permit. Wetland fill
proposed is necessa to upgrade existing culverts, excluding one new crossing (G), by replacing the existing
nonfunctioning culverts with new and improved culverts. The existing dirt road was constructed in the early 40's
Page 5 of 8
for silviculture purposes and existing culverts have failed. The replacement and fill is necessary to constnict a
subdivision road according to state and county requirements.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order for
USACE or DWQ to consider the application complete for processing. Any application lacking a required
mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also
choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for
Stream Work in North Carolina, available at littp://h2o.enr.state.nc.us/ncwetIands/stnrtgide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation proposed for this project is a conservation easement to preserve the remaining wetlands within
Riversound Phase 1, excluding easements to the shoreline and a 20 foot buffer from the wetland alignment, to
allow the property owner to only clear and maintain vegetation. A copy of this application package will be
submitted to NCEEP as well for the approval letter to accept responsibility for the conservation easement.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
- you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://li2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Page 6 of 8
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local
buffers associated with the project. The applicant must also provide justification for these impacts in Section VII
above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan.
All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the
DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's
discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 213
.0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other
(please identify N/A )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required
calculate the required amount of mitigation by applying the buffer multipliers.
Zone' Impact
(square feet) Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
s Zone i extends out 30 feet perpendicular from near bank of channel; Zone 2 extends
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of
Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment
Page 7 of 8
into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within
15A NCAC 2B .0242 or .0260.
No buffer mitigation required for this project since disturbance/fill is not within the buffer.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious surfaces are not proposed for this project however, future impervious surfaces will
include subdivision roads houses driveways and parking. Silt fence will be placed along the
fill/wetland interface to prevent fill material from impacting the adjacent wetlands not permitted
for fill Stormwater and Sedimentation Erosion Control Plan applications will be submitted by
Shield Engineering for subdivision purposes.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal is not part of the road construction project, however, a central wastewater
system will be constructed for the proposed subdivision outside of Riversound Phase I.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired construction
dates to allow processing time for these permits. However, an applicant may choose to list constraints
associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down
schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or
other issues outside of the applicant's control).
No constraints are currently associated with this project
e;
ApplidEnt/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
i
?. .. _ _ _ ., Hertfiord - -?, Pvtor _ , ono, crow
PG4Af
r,
IT
r/
` Q
za Hanford
84-1 Z
southern
WAMP F ,p '?-, , >r 1 ! wort,
IF
---}-'? ! <?>=-- ---? ., _"' `•? ?L L39ht Von J ? (` . ? [suiyc++
Tit
y o l0 S - _ ,?, .l r
Bet I
urcocSr \`?} Afi//
• ti.. ? CrPP'F ' • P
Water //??? T Snug
Harbor
St P's
a '1? 7 Yevirn "---'--RIVER ---?
` t
J I
ton
-?^ HOC I D- -on
Poi
e¢n ??
Edenton
Boy \ y
?jl I.
Chary
Point o i
,\ , ohns
\. S1J I
E N N
b
r M N1 PAL AIRPORT t31uN
Point
I _ 5
NIJw"
Colony 31 ueach
/
?
HovniDlow
San
S 0 U N D Point Pont
/
32 /
pPRV / ?.
• a°-?/ P
N ----- -
Untp
Leonard, ~ - _ - .-`- -
POW
Pea
Copyright (C) 1998, Maptech, Inc

•?EpEN7101V ?`'- VITE
11 ri
SNHE T 2 SHOWS BOT RAMP, PARKING
Z AND RIVER HOUSE
t? jJf I /
\
NARL E SOUND / • -
VICINITY MAP
N TS
`?P \
\:
Or PKASE
NOTE; .. u ti SHEET 3 SHOWS THE 1ST OF 3 COMMUNITY` 4.
ACCESS EASEMENTS AND GAZEBO ADJACANT PROP
f N/F
LESLIE L. KERSEY
NOTE:
SHEET 4 SHOWS THE 2ND OF 3 COMMUNITY
ACCESS EASEMENTS AND GAZEBO ..
f t
SHEET 5 SHOWS THE 3RD OF 3 COMMUNITY \ f `;i t y' `"` r '' T
ACCESS EASEMENTS AND GAZEBO NOTE:
AREAS LABLED AS A-G INDICATE CROSSINGS
f OVER 404 WETLANDS AS SHOWN IN
w DETAIL ON SHEETS 6-13
.b
?/ • • • / • • xf??.Al? OFlIFJnpl ? L
Z
ADJACANT7ROPERTY
N DOT f? i l,? I o
Ap -; C
•y. U + I
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
AT ANT/G' ENI?/RONMENr4L CONSULTANTS, LLC
GRAPHIC SCALE 1 = 1000 P.0. 90.r 3266, K/TTY 11,4` r, N.C. 2790
[phone], e-mail roxdormon0aol. com
DATE: 7/27/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D

gip: ? E?`ai'? fP

- - -- -- - - _EX -GWE-c ^ .DL_PJP

'r -
_ _-FiOR
UN A , APPROX. - f-- OR` WXiR

O ?7 - O

PROMLE ° ROAD C ROSS M AREA "'N'
z ,
{
U ?
I
W
Q I

1
I
PRO
SED
ASPHgLT I
1

CORRUGATED ALLUMINUM PIPE
(CAP) 3 O 51', 24' DW.
-- - `~? 9 6
7
/
404 WETLAND LUd ?o
jL AL
404 AETLMlm
x ?

PROPOSED 404 WETLAND ... ?' -- -- -
`" - - ? 4 AL
FILL 210 SF
,a -l/
AL
(?(X
i PROPOSED 404 WERNJD
FILL 208 SF
. ?tlfc

r LEGEND: AL
m PROPOSED FILL AREA (418 SF)
KUSTING 404 WE77AND ?
CONFIIWO 818106 BY THE \ 1 - - EXISTING 404 YETLAND UNE
USACOE \\-- --6--EXISTING CONTOUR ONES
9 PROPOSED CONTOUR UNES
PLAN V GW ° ROAD C ROo SS NG AREA °°A°° - --- 6-_- _-
NATIONWIDE #14 FILL PERMIT - AREA A
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
' ,4TG4fVT?
LLC
/?ONMENTQL CONSULTQiVTS
?
GRAPHIC SCALE 2 0 ,
P o
BO
X 3266, K/77Y HA`Yf,, AC. 279,9
[phone], 9 -mall toxdorman0aof. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
-- z
F
w
lz
404 WEMAND

m

.,L
PROPOSED 404 WETLAND
FILL 1,178 SF
.AL
AL
PROpOS
RENAL7
20'
i
J
EXISTING 404 WETLAND LINE I
CONFIRMED 616106 BY THE
USACOE I
i AL 404 WHAM LM
I AL
I ?
i
AL
ED I .
I ! AL
1
I ?
I I 'L
I
1
I AL
1
I AIL
N AL
I
I I?
I I \
1DGENA:
PROPOSED FILL AREA (1,178 SF)
- EXISTING 404 WETLAND LINE
--8 - - EXISTING CONTOUR UNES
PLAN V? E V V - ROAD C DOSS U V VJ AREA U D ua
NATIONWIDE #14 FILL PERMIT - AREA B
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY -NORTH CAROLINA
„ QTLANT/C ENV/r?ON -N7,4L CONSULTANTS, LL C
GRAPHIC SCALE 1 = 20' A0. 90,r 3266, AVW NA`f'K AC. 27949
[phone], e-malli-ardonnum9do/com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN 6Y: DOUG D.

?
40
---

4 8 O
- m

? mt .

r OR WATFR-u

¢
O

oacoa
OL?L_, ROAD C OM?? AREA
l!?11
Z
AL / :.
F
ILI :I..
Q
l
i
AL ,
?I 1 W
ti zo' ?
AL
JIL

AL
JUL s
?.
A` rl AL
PROPOSED 404 WETLAND AL
FILL 3.838 SF t{fc / % ; 111

CORRUGATED ALLUMINUM PIPE
AL
(CAP) 5 O 54'. 36- DI.A.
AL

aL
?
AL
AL
'uL , EXEMG 404 WETLAND LINE
616106 BY THE
G
AL
USA
E
a.
r< / / j L
/ PROPOSED 404 WETLAND
FILL 1,308 SF
AL AL
AL ,I {? ( 4N WMILIND LINE
3JIL ?, ?!
' \/ LEGEND:
?
ALAL PROPOSED FILL AREA (5144 SF)
l/E7LdND LINE
404
- EXISTING 404 WETLAND LINE
N - -- 2 - - EXISTING CONTOUR UNES
/ -4- PROPOSED CONTOUR UNES
PLAN MW ° ROAD CROSSM AREA oocoo
NATIONWIDE #14 FILL PERMIT - AREA C
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATLANT/C ENl11,?0N -NT,4L CONSUL TAMS, LL C
„
GRAPHIC SCALE 1 = 20' P.O. 90X 3266, K/TTY HANK MC. 279,9
252)261-7707, e-mail i-oxdonnan0aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
A ON
uv

PROF . GRADE

0

AD
-

4
z
W
IU
a
r

I
PROPOSED 404
FlLL 1.323 SF

JILL !
1
JNL ;
PROPOSED
ROIAD
AD
- 20' 11
? JILL

i

Ile

J'jc

/
` ALL
404
1L
AL
?o

.&L
CORRUGATED ALLUMINUM PIPE
(CAP) 3 O 54', 36' DIA.
i4.
.,L
JILL
404 NA7ZAhW
J$L
1L ,L
PROPOSED 404
FILL 1,341 SF
i L.
L ;tl{c J? AFL
,,LL /! JI(?
.AL '4
LEGEND.
EXOMG 404 WETUND LINE = PROPOSED FILL AREA (2,664 SF)
CONFIRMED 818106 BY THE ?? - -EXISTING 404 WETLAND UNE
PLAN ?) `V- ARE D -_,_ EXISTING CONTOUR LINES
USACOE EXISTING (? MEW ° ROAD ?('ROSSO IlM VG ?(
PROPOSED CONTOUR UNES
0
NATIONWIDE #14 FILL PERMIT - AREA D
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
„ , ATLANT/C ENV/,fONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 = 2 A0.. BOX 3266, K/T7r H,4`K, N.C. 27949
.a&

254261-7707, e-mail roxdorman®aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
A /nl
uv

F
'
_ O .G '-
--- -----------

0 ?- Mf

1 0

PROHLE o ROAD COMM AREA Too
z
I
U I
W
i
i
\ X.
I AL
/ 404 WMAND LUtT l
talc

404
SF
AL
AL
AL
AL
I 1L
Aita /
?Jc
404 WMLAND L.M Alts
3Vc 2 -- /r
AASPFW-? I
ROAD
20' 1
FILL 371 SF------ - AL /
/
Y AL
%. / CORRUGATED ALLUMINUM PIPE
I (CAP) 3 O 50', 24' DLk
co
(O
E%ISTMG 404 WMAND LINE
CONFRMED 816106 BY THE 1EGEND:
IISACOE m PROPOSED FILL AREA (1,504 SF)
- EXISTING 404 WETLAND UNE
---- 6------ EXISTING CONTOUR UNES?
/ --Q-- PROPOSED CONTOUR UNES _
114. / .
oa?oo
/ PLAN MEW o ROAD COMM AREA
NATIONWIDE X14 FILL PERMIT - AREA E
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
AUNT /C ENV/RONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 = 20' P. 0. BO,Y 3266, K/TTY HA{f1K, NO. 27949
252)261-7707, a-mail m raolman®aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
z
?r
F
I"
zz
ca
a

PLAN MEW o ROAD CG°30oSSM AREA °°G a f
E UMNG 404 NETLdND LINE
CONFIRA O 616106 BY THE
USACOE
z
LEGEND:
PROPOSED FILL AREA (1,200 SF)
-- EXISTING 404 WETLAND UNE
----2------ EXISTING CONTOUR UNES
-4-- PROPOSED CONTOUR UNES
NATIONWIDE #14 FILL PERMIT - AREA F
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY -NORTH CAROLINA
,4TG4N7I'C Z-MIRONMENTAL CONSUL74NTS, LLC
GRAPHIC SCALE 1 20' P.O. 9OX 3266, K/TTY H,4Yff, 1Y. 0. 27949
[phone], & -mall roxdormalWaol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.

1 0
_

ra-

PROo HLE o ROAD CROSSM AREA CUT
z
U
F
w
z
a

P?P 1
ROAD
6 ` 20' ' >V4

CORRUGATED ALLUMINUM PIPE
(CAP) 3 O , 52', 18' DIA.

A ..\ r
AL
AL
r v?
JAIL 1L

AL
AIL

JAIL JAIL t{ r: ti } ysK + w`s a r ' 1 St 7?'H?K r r "LS'1.'S AL
w
PROPOSED 404 WETLIND Y ?, ` r . , +r x y,,

AIL AL AL AL AL
FlLL 2,302 SF
404 WA7L4iVD LASS /
]A{L JAtL (? t h j( .4 . t .! C / / I /
f? M• ,1i JAIL •. ,'V?„Y? ? :?J, . ? '

\ JAIL /
404 WS LAND LV&

lam.
LEGEND
:
m PROPOSED FlLL AREA (2,302 SF)
?' - - - EXISTING 404 WETLAND LINE
EXISTING 404 IFETLAND LINE
i
CObTRUM
USACOE 616106 BY THE ?- --- 6 --- EXISTING CONTOUR UNES
` -9- PROPOSED CONTOUR UNES

PLAN VEW o ROAD C ROSSM AREA OUG09
NATIONWIDE #14 FILL PERMIT - AREA G
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA

' ,47Z,4N71C ENi111?ONMZN' 74L CONSUL 7,WS
LL C
GRAPHIC SCALE 1 20 ,
P.O. BOX 3266, K/TTY H,4`YK, N. C. 27949
[phone], email m rdonmanWaol. coin
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.

- -PR O-M691 _ 9 1. P!P --E7C-G -6cL TPE-`"- ?_ - - _
- - _

_ -_ _
-APPRO IAA= 4 -- - - - '-
-?? ? - ___ --
- -_E)Gr-16'
--- GRIP...:.. ?\ ._.
- -
_ _ ---- - _
- ---- - ~-
L =-- _?" __

-
Oo -
U

- +Q - 1

w

+ +
PROME ROAD .
C ROSSM AREA 99HOU
?
?AL
L
r
A
L
U
iLz A
z I

-
-.

r° 404 WMLAND LUM
, • ?i

AL AL

404 I MAND ZZW
IL r
P
/ CORRUGATED ALLUMINUM
IPEJ
(CAP) 3 O 52'. 18' DIA.
'
AL
/ / PROPOSED 404 MfEiLMID
FILL 1,308 SF
/

IEGEND
:
r ,,? • Y PROPOSED FILL AREA (1,308 SF)
,
- - EXISTING 404 WETLAND UNE
-- 6 --- EXISTING CONTOUR UNES
-9- PROPOSED CONTOUR UNES
404 WEMAIM LIME PLAN VEW o ROAD C ROSSM AREA °°?1°°
CONFIRbfED 618108 BY THE
USACOE
NATIONWIDE #14 FILL PERMIT - SECTION H
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATL,4NT/C ENV/?ONMENTAL CONSULTANTS
LLC
GRAPHIC 99
SCALE 1 = 20' ,
P.O. 90X .f266,' K/TTY //,4` X, AC. 27949
252)261-7707, 6 -mall roxo'orman®aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.