20081288 Ver 1_CAMA Application_20080822

08-1288
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
August 21, 2008
MEMORANDUM Er?@ ? 0??
TO: Cyndi Karoly ?EnBiological Supervisor AUG 2 2 2008
Division of Water Quality DENR•WATER QUAUTY
WETLANDS AND STORMWATER BRANCH
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Pasquotank County; Riverview Acres
Project Location: End of Soundneck Road (SR-1104) in Weeksville, Elizabeth City
Proposed Project: Maintenance dredge; construct groins, riprap, bulkhead, breakwater
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 9/11/08 to 400 Commerce Avenue, Morehead City, NC 28557. If you have
any questions regarding the proposed project, please contact Kelly Russell at [phone],
ext. 222. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement,net
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: Pasquotank County
2. LOCATION OF PROJECT SITE: Riverview Acres, end of Soundneck Rd. (SR-1104)
Photo Index - 2006: 167-7777 (M-4) 1995 167-1702: (E-21)
State Plane Coordinates - X: 892246.840 Y: 2863345.402
3. INVESTIGATION TYPE: CAMA, D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08/15/2008
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received Complete - August 19, 2008
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pasquotank County
Land Classification From LUP - Conservation, transitional
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: yes
(D) Intended Use: private
(E) Wastewater Treatment: Existing - private septic systems
Planned -none
(F) Type of Structures: Existing - residential homes, bulkheads, rip rap
Planned - wooden bulkhead and breakwater, stone
rip rap
(G) Estimated Annual Rate of Erosion: 1 ft/year
Source - applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Estuarine Shoreline 1,800 sq. ft.
(B) EW, PTA 140,180 sq. ft 3,130 sq. ft.
(C) Upland, high ground 2,500 sq. ft.
(D) Totaf.Area Disturbed: 42,000 sq. ft of land area, 900 ft of shoreline
(E) Primary Nursery.Area: no
(F) . Water C1assificatian ;SC Open: no
8. PROJECT SUMMARY: The applicant proposes to maintenance dredge an existing
manmade canal system and construct rock groins at the entrance of the canal
system to the river. The applicant also proposes.to install rip rap, construct a
'bulkhead and a wooden breakwater along certain portions of the canal system.
Field Investigation Report
Page 2
Project Settinq
The proposed project is in Riverview Acres which is a subdivision at the end of Soundneck
Rd. (SR- 1104) in Elizabeth City, Pasquotank County. The subdivision is adjacent to the
Pasquotank River and a series of manmade canals that empty into the Pasquotank River.
The subdivision is 26.1 acres and is 2-3 ft above NWL. Riverview Acres is comprised of 57
lots which mostly are developed with single family residences and have individual septic
systems. The developed lots are vegetated with typical lawn grasses, pine trees and other
ornamental shrubs. The area to the west of the canal system and Riverview Acres is
vegetated with 404 wetland vegetation.
The canal system and the subdivision were developed in the early 1960's. The system
consists of a main entrance canal that connects to the Pasquotank River with several
interior finger canals. There have not been any previous permits issued to maintain this
canal system. There are no known archeological sites in the vicinity of the proposed
development.
On the east side of the main canal there is a portion of shoreline that has existing rip rap.
On the west side of the canal there are jurisdictional 404 wetlands along the inland portion
of the shoreline. Along the finger canals there are some developed lots that have bulkhead
and rip rap shoreline stabilization. Some of these developed lots also have shoreside
docks and mooring facilities. In the shallow portions of the canals some large beds of
Eurasian milfoil were observed.
The waters of the Pasquotank River are classified as SC in this area by the Division of
Environmental Management and are closed to shellfish taking.
The water depths in the Pasquotank River range from -4 ft to -2.6 ft in this area and the
canal water depths range from -0.2 ft to -4.4 ft.
Development Proposal
In order to improve navigation and water exchange in the Riverview Acres canal system
Pasquotank County proposes to. maintenance dredge the canal system and construct
shoreline stabilization along unstabilized portions of the shoreline. The project proposes to
dredge a channel in the existing canal that would be approximately 5,000 linear feet and
approximately. 20-35 ft wide to an average depth of 4 ft. The existing depths in the canal
range from less than 6 inches to 6 ft. The applicant also proposes to dredge a-channel in
the Pasquotank River where the canal system enters the River. The proposed River
channel would be 134 linear feet and 20 ft wide to an average depth of 4 ft. The existing
depth in the River in the area of the project range from -2.6 ft to -4.1 ft. The area will be
excavatedusing a hydraulic dfedge and the spoil will be pumped to an off site spoil
retention structure. The spoil rentention structure will be located on a near by 5.5 acre
agriculture field. The hydraulic dredge will pump influent through a conduit pipe to the
retention structure. The retention structure will consjst of 2 Staging Areas measuring 3.4
acres and 2.1 acres. The first area will receive the influent and will allow for dewatering.
The second area will be used for storage of the spoil until the spoil can be removed and
spread onto the adjacent farm field area.
Field Investigation Report
Page 3
The project also proposes to place rip rap along 150 ft of shoreline on the western side of
the canal. The rip rap will be place at NWL. Along the wetland portion of the western side
of the canal the applicant proposes to construct a 370 ft wooden or vinyl breakwater
structure to prevent erosion of the wetland shoreline from boat traffic. The breakwater
structure will be placed between NWL and 10 inches below NWL. On the eastern side of
the canal a 335 ft wooden or vinyl bulkhead will be constructed. The bulkhead will be
aligned closely with NWL and at no point will exceed 5 ft below NWL and will maintain no
more than a 2 ft average below NWL. Minimal excavation and backfill will be needed. The
adjoining shoreline between the proposed bulkhead and the river is currently stabilized with
rip rap.
To maintain the dredged channel in the Pasquotank River the applicant proposes to
contruct 2 rip rap groins on either side of the channel. The groin on the eastern side would
measure 100ft and the groin to the west would measure 180 ft.
Anticipated Impacts
The. proposed dredging project will disturb approximately 137,500 sq. ft. of shallow water
bottom in the canal and 2,680 sq. ft. of water bottom in the Pasquotank River in the Estuarine
Water Public Trust Area of Environmental Concern. The project will excavate approximately
10,000 cubic yards of sand from the canal system and river. Turbidity curtains will be used
during the dredging activities. The size of the spoil retention structure is adequate for the
amount of excavated material. The effluent will be discharged to an agricultural ditch that
drains back into the canal system.
The bulkhead, rip rap, and breakwater shoreline stabilization projects will result in the filling of
2,010 square feet of Estuarine Waters (EW) Public Trust Area (PTA) Areas of Environmental
Concern (AEC). The rip rap groins will result in the filling of 1,120 square feet of Estuarine
Waters (EW) Public Trust Areas Area (PTA) Areas of Environmental Concern (AEC). No
navigational impacts are expected. Temporary water turbidity will occur during construction.

Submitted by: Kelly Russell
Date: August 19, 2008

Riverview Acres Maintenance Dredging & Shoreline Stabilization Project - Narrative
The Riverview Acres Maintenance Dredging & Shoreline Stabilization Project consists primarily of the maintenance excavation
of the existing channel entrance & canal system located along the Pasquotank River near the Little Flatty River in Pasquotank
County. This work is being proposed to re-connect the existing canal system to the Pasquotank River. Over the past several
years since Hurricane Isabel the entrance channel in the River, the canal system entrance & much of the existing canal
system have silted in significantly & the entrance to the system is not currently navigable except during very high tide events.
Secondary work proposed that is indirectly related to this maintenance dredging project will include the construction of
bulkhead & breakwater shoreline stabilization structures, & the placement of either concrete & rock rip rap groins on both
sides of the entrance channel from the Pasquotank River into the canal system. This additional work is also being proposed to
aid in reducing future siltation & maintaining navigation of the entrance channel & entrance canal areas.
This canal system & subdivision were developed in the early 1960's & consist of 57 individual lots. 52 of these properties are
located on the interior portion of the neighborhood canal system. Many of the properties in the subdivision are built upon & are
occupied by either full time or seasonal residents. Until the canal system & entrance channel became un-navigable, the
system was used by commercial fishing & crabbing operations, as well as recreational boating. Presently, water depths within
the system range between less than 6 inches to near 6 ft.
Due to the expense of the proposed project, this work was not pursued until recently. The County has been in negotiations
with the N. C. Division of Water Resources (DWR) regarding the partial funding of this project & it appears that the County will
receive funding from DWR. In this regard, Pasquotank County, who is administering this project, is commencing the CAMA
Major Permit Application process to attain the necessary permit authorizations to undertake the proposed work.
The project proposes to commence channel maintenance at a distance of approx. 134 ft offshore where present 48 inch water
depths exist. The channel will be restored to a 20 ft width & 4 ft water depth into the canal system entrance. A 4 ft water depth
will be restored throughout the entire canal system where, in many locations, more shallow water depths exist. Portions of the
existing canal system shoreline near the entrance of the system are adjacent to wetlands. It is proposed that these portions of
shoreline be stabilized with a breakwater structure in order to prohibit the shoreline from sloughing off or eroding into the canal
& requiring more frequent maintenance dredging in the future. This structure will also help prevent erosion of the wetland
shoreline from boat traffic. A wooden & I or vinyl bulkhead is also proposed on the east side of the canal near the entrance
along several lots to also prevent future erosion & sedimentation. In addition, a rock groin is proposed for both sides of the
entrance channel in the Pasquotank River.
Dredge spoil material will consist of very fine silty sand. The project proposes to commence outboard dredging during the
upcoming winter dredge season window. Canal system dredging will continue afterwards within the canal system & will utilize
a turbidity curtain if work continues into the dredging moratorium time period. The excavation will be undertaken by hydraulic
dredge & the spoil will be pumped into a 5.5 acre spoil retention structure. This structure will be located on an adjacent
agriculture field & after dewatering, will be graded out on upland areas of the field. The hydraulic dredge will pump influent
through a conduit line placed on matting temporarily across the Bell & Cooper properties to reach the spoil structure on the
Parker property. It is estimated that the proposed excavation will result in the removal of 10,000 cy of spoil material, result in
123,500 sf of bottom disturbance & impact approx. 5,000 If of the canal system. This proposal will result in 3,000 sf of bottom
disturbance in the Pasquotank River.
It is anticipated that the reconnection of the canal system will significantly improve the water quality of the canal system &
restore the canal.waters to public use.
No other development work is proposed at this site within the Estuarine Shoreline, Estuarine Waters or Public Trust Water
AECs of the State.
Written by Dennis W. Hawthorn
Coastal Area Permit Assistance
May 12, 2008
RECENED
NC DENT' RECEIVED
NC DENt2
-J
Elizabeth
Riverview Acres Maintenance Dredging & Shoreline Stabilization Project - Narrative Supplement
Supplemental & Additional Information to May, 12, 2008 Narrative
lyJ G°
Additional Information To Narrative & Application Fact Sheet
This Fact Sheet has been submitted to clarify concerns regarding the subject project & should &1hpiuded with the,' original narrative,
.?
application, application correspondence, as well as revised application attachments.
4L 11.? ,
1. Adiacent Wetlands It was agreed that an entire wetland plat of the subdivision & adjacent related prbp&Wis would not be
required for the application. However, US Army Corps of Engineers (USACE) jurisdiction would need to be depicted in the
proximity of the spoil retention structure, including distances. Plat Figure C303A has been provided which depicts the USACE
jurisdiction wetland boundaries in proximity of the spoil site.
2. Spoil Site Dimensions The spoil site will be located on a nearby adjacent property owned by C. Wayne Parker.- The structure
will be located entirely on an existing upland farm field area. The spoil retention Stage 1 area will be approx. 3.4 acres. This area
will be used for the initial influent settling area. The Stage 2 area will be approx. 2.1 acres & depending upon what phase of
maintenance excavation is underway will be used primarily for storage of spoil solids to allow for additional dewatering before this
material is removed to be spread as dry material on the adjacent upland farm fields owned by Mr. Parker. An approx 1 acre area
directly adjacent to the Stage 2 area will be used for work staging & loading of dry spoil material into dump trucks for further
disposal. It is estimated that approx. 8 acres of upland area will be disturbed related to the actual spoil site operation while
another 3.25 acres of other upland area where dewatered dry spoil material will be spread will be impacted. It is estimated that a
total of 11.25 acres will be impacted.
3. Spoil Site Operation The operation of the spoil site during maintenance excavation & spoil structure operation will include the
installation of turbidity & siltation devices around the entire property. The spoil retention structure will be divided into two cell stage
areas to allow for better manipulation & removal of dredge effluent & dewatered spoil material. The effluent will be discharged by
gravity through a weir discharge structure into an interior ditch. Dewatered solids will be mechanically removed by an excavator to
upland areas or the adjacent staging area for disposal elsewhere on the property on upland areas of the existing farm fields
owned by Mr. Parker. In addition, while influent is being pumped into the retention structure, the berm areas will be manually
monitored to confirm that the permitted free board is maintained & the berm structure remains intact to prevent any un-authorized
spills. A minimum of 30 ft will be maintained between the toe of the structure berm & any adjacent wetland areas.
4. Bulkhead Alignment & Shoreline Stabilization Structures The proposed bulkhead alignment along the developed portions of the
man made canal, where proposed, will approximate the NWL. Some fill may be required to provide a straight alignment. In other
areas some minimal excavation of high ground will be used to provide a straight alignment. A total of 335 ft of bulkhead is
proposed along the northeastern side of the entrance canal along lots owned by Ronald Lutton, Timothy Ennis, & Clarence
Lassiter. The southwestern side of the entrance canal will be stabilized with approx. 370 ft of breakwater constructed with wood
or vinyl sheet piles as shown on plat C303. Also approx.150 ft of rock rip rap will be installed along this same shoreline between
the river & the proposed breakwater, as depicted on Plat C302 & C303.
5. Regular Water Depth Intervals Water depths as shown on Plats C301 & C302 are consistent in between the depicted cross
section stations. The selected stations were chosen to shown both different shoreline conditions as well as water depth changes.
6. Match Line The match line shown on th rner of Plat C302 adjoins to the insert depicted on the top of the same plat,
Plat C302, showing water depths into a er uimans er --2
7. Other Previous Dredging within the Riverview Acres Subdivision Canal System I am not aware of any other maintenance
iexcavation that has occurred regarding the entire system. However, I believe that CAMA General Permits were probably issued in
the past to address certain portions of the system, including the entrance.
8. SAV's Since the original platwork was prepared for this application, some SAV have been noted in one portion of the canal
system. Milfoil is present as of June 17, 2008 in Canal A between cross section stations B & C it's intersection with Canal D. It is
estimated that approx. 6,750 sf of Myriophyllum spicatum (Eurasian Milfoil) are present in this area. However, due to the lack of
water circulation in the canal system, much of this vegetation is dying & exhibiting stress symptoms.
Written by Dennis W. Hawthorn
Coastal Area Permit Assistance
August 8, 2008 ,
Box NF-1
APPLICATION for
Major Development Pe
(last revised 42127106)
M' I
DENR - WATER QUALITY. t'.I k,'
AND STORMWATER BRANCH
CQ T
North Carolina DIVISION OF COASTAL MANAGEMENT
0 8- 1 2 8 8
1. Primary Applicant/ Landowner Information
Business Name
Pasquotank County Project Name (if applicable)
Riverview Acres Maintenance Dredging & Shoreline
Stabilization Project
Applicant 1: First Name MI Last Name
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
Randy Keaton, County Manager, Pasquotank County PO Box
P. 0. Box 39 City
Elizabeth City State
NC
ZIP
27907-00394 Country
USA Phone No.
252 - 335 - 0865 ext. FAX No.
252 - 335 - 0866
Street Address (if different from above) City State ZIP
Email
2. AgentlContractor Information
Business Name
Coastal Area Permit Assistance
Agent/ Contractor 1: First Name
Dennis MI
W Last Name
Hawthorn
Agent/ Contractor 2: First Name MI Last Name
Mailing Address
120 Jimmy Court PO Box City
Kill Devil Hills State
NC
ZIP
27948 Phone No. 1
252 - 599 -1040 ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City
--J
State
ZIP
Email
dennis@coastalperm itassistance. com
•, ;<Form continues on back>
Form DCM MP-1 (Page 2 of 6)
APPLICATION for
Major Development Permit
Form DCM MP-1 (Page 3 of 6)
tr+?G^'?ar??J+4 4 't
laiC hl,s APPLICATION for
Major Development Permit
3. Project Location

County (can be multiple) Street Address State Rd. #
Pasquotank End of Soundneck Road, Riverview Acres Subdivision SR 1104
Subdivision Name City State Zip
Riverview Acres Elizabeth City/ Weeksville NC 27909-
Lot No.(s) (if many, attach additional page with list)
Phone No. See Attached Notification Lists & platwork, ,
- - ext
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Pasquotank River & adjacent canal system
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ®Manmade ?Unknown Pasquotank River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Pasquotank County _
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sqA.)
+ 5,000 If 26.1 acres .
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Lots, vary, between , 8,000 sf & 20, 000 sf as well as some NWL (normal water level)
adjacent large acreage 2 - 3 ft ?NHW or ®NWL
(if many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Deveioped.lots are vegetated with typical ornamentals & lawn grasses. The shoreline areas along the opposing shorelines
of the D canal, as well as the west bank of the entrance & E canal are vegetated with 404 wetland vegetation.
f. Man-made features and uses now on tract
Residential structures on developed lots. Portions of the canal shorelines are stabilized with either rip rap or bulkhead
structures in many areas. Some properties have small docksor boardwalks along the shoreline.
g. Identify and describe the existing land uses a ' nt to the proposed project site.
Residential, woodlands & agriculture.
h. How does local government zone the tract? L Is the proposed project consistent with the applicable zoning?
Not zoned (Attach zoning compliance certificate, if applicable)
OYes ?No ?NA
j. I$ the,proposed activity part of an urban waterfront redevelopment proposal? ]Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ONA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic Distridf or- does it involve a ?Yes ®No ?NA
National Register listed of eligible property?
<Form continues on next page>
Form DCM MP-1 (Page 4 of 6)
h
APPLICATION for
Cy ?' Major Development Permit

m. O Are there wetlands on the site? i,2C4 b-'--' ?9Yes ?No
(8) Are there coastal wetlands on the site? ?Yes ®No
(iii If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On site individual septic tank waste water systems
o. Describe existing drinking water supply source.
County water
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose of the project is to restore water depths to an existing canal system & entrance channel from the Pasquotank River.
The waterways are used by adjacent riparian property owners for public trust access for recreational boating & commercial
fishing.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Entrance channel & canal system will be maintenance excavated with a hydrologic dredge. Spoil will be pumped into an
approved spoil retention structure located on an adjacent upland ag field. The structure will be graded out once the spoil has
been dewatered. No dewatered spoil material will be placed in any wetlands or within 75 ft of any waters. The structure will
be buflt with'a front end loader & dump trucks. The structure berm material will either be barrowed from on site & / or hauled
in from an approved upland pit Effluent waters will be eventually discharged into an adjacent farm field ditch. The hydrologic
effluent will be discharged through a baffle structure & grassed swales to reduce or eliminate the discharge of any solids into
the ditch & state waters or wetlands. The applicant is also in the process of applying for an Erosion & Sedimentation Plan
d. List all development activities you propose.
(1) Maintenance Excavation of an existing entrance channel & canal system;
(2) Entrance channel rock groins;
(3) Rip rap shoreline stabilization along a portion of the main canal entrance area;
(4) Bulkhead. shoreline stabilization along a portion of the main entrance canal area;
(5) Breakwater shoreline stabilization along a portion of the main entrance canal shoreline.
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed land area resulting from the proposed project? Approx. 123,5000 sf of water bottom;
Approx. 5,000 If of canal; Approx. 11
acres of upland farm field area for
retention structure & associated
work. lZSq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Treated dredge spoil eftluent.(wash water) will be controlled by a spillway baffle structure & will discharge only these tre@ted
wash waters through a grassed swale into a farm ditch that eventually discharges back to the canal system & to the
Pasquotank River. In, ad?!ition, some stormwater runoff will discharge from the retention site area until the project is
completed & the retention area has been re-graded & re-vegetated. E & S practices & structures will be administered to
prevent unnecessary siltation & sedimentation. • - ?.
..
.Form DCM MP-1 (Page 5 of 6) r a .,,?,! APPLICATION for`
e.,.., y,` Major Development Permit
+ i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ZNA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Forrm continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below. '
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Please see attached list or plat for names & locations of all riparian land owners. Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission. to'€nter on -Land
I understand that any permit issued in response to this applicratiDn.will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project. '
I further certify that he information provided in this application is truthful to the best of my knowledge.
Date 5- /3 2V? Print Name ' h1r4 LJ
Signature
Form DCM MP-1 (Page 6 of 6) APPLICA-nON for
Major Development Permit
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information

- Form DCM MP-2
. EXCAVATION and FILL
ECEjVE
(Except for bridges and culverts) _ pp qqp t??y
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all othWsns of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length 134 5,000 100 & 180 ft
Width 20 20 -35
Avg. Existing 2 2 NA NA
Depth
Final Project 4 4 NA NA
Depth
1. EXCAVATION ? This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. sand
10,000 cy
c. (1) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
?CW ®SAV 6.750 sf ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
Maintenance excavation to restore navigation water depths in a
man made canal
d. High-ground excavation in cubic yards.
12. DISPOSAL OF EXCAVATED MATERIAL ? This section not appl'icable'
a. Location of disposal area. b. Dimensions of disposal area.
On adjacent upland tract in an approved spoil retention + / - 500ft x 550 ft
structure greater than 75 ft from any NWL.( Parker
property)
c. (i) Do you claim title to disposal area?
. ?Yes SNo ?NA
(ii) if no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? It any boxes are checked, provide the
number of square feet affected.
?CW ?SAV .?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
None
d. (1) Will a disposal area be available for future maintenance?
®Yes NNo ?NA
(ii) If yes, where?
Possibly, case by case basis depending upon property -
owner.
f. (1) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?

3. SHORELINE STABILIZATION OThis section not applicable
(if development is a wood groin, use MP-4 - Structures)
3. Type of shoreline stabilization: b. Length: Bulkhead 335 ft : Rip rap 150 ft
®Bulkhead ®Riprap ?Breakwater/Sill ?Other. _
c. Average distance waterward of NHW or NWL: NWL for bulkhead
& 4 ft for rip rap structure
e. Type of stabilization material:
bulkhead : wood & 1 or vinyl ; rip rap : granite stabilization stone
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Q Riprap 600
Breakwater/Sill Other
I. Source of fill material.
Upland Source. Some material may come from dewatered spoil
site located on the Parker property, adjacent to the proposed
dredging project.
Width: Rig Rap 4 ft
d. Maximum distance waterward of NHW or NWL: at NWL for
bulkhead & 4 ft waterward for rip rap
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ?No ?NA
(i) If yes, state amount of erosion and source of erosion amount
information.
1 ft ; property owners.
h. Type of fill material
Clean sand or fill from upland source for bulkhead ; no fill behind
rip rap.Some material may come from dewatered spoil site
located on the Parker property, adjacent to the proposed
dredging project
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. 0) Will fill material be brought to the site? ?Yes ?No ?NA b. M Will fill material be placed in coastal wetlands/marsh (CW).
If yes,
(i) Amount,of material to be placed in the water
(ii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
OCW OSAV OSS
OWL ?None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How wilt excavated or fill material be kept on site and erosion
controlled?
Nofilrwill be placed below the NWL. Bulkhead will have tight
sheathing or filter fabric. No fill will be placed on rip rap slopes.
Entire project will be unudertaken consistent with an approved E
& S plan.
c. (i) Will navigational aids be required as a result of the project?
Q Yes NNo ?NA
(4) If yes, explain what type and how they will be implemented.
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
hydraulic dredge, backhoe, excavator, dump trucks & pumps &
grading equipment
d. (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes ?No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Matts will be placed down under any conduits that will cross
existing wetlands. No equipment will cross any wetlands.
Ai
MAY.
I'1rL YlC-C-- .5
Date
Project Name
iverview Acres Maintenance Dredging & Shoreline Stabilization
Project
Applicant Name r
46
Appl' nt Signature
RECE Y D
NC DENR
MAY 14 20OLI
C"AsreL ? G{MENT
Ellzrbetti c`
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
RECEWO M P- 3
NO DENP
MAY 14
C-O i i?rArV 4G i N?
E1lz??ff?
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
One Dredge Spoil Retention Structure
c. Density (give the number of residential units and the units per
acre).
NA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes NNo ?NA
(ii) If yes, list the date submitted: Preparation is underway for
submittal
b. Number of lots or parcels.
1Tract (C W Parker property)
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
Approx. 700 ft x 700 ft (11.25 A)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
None
g. Give tM5 percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
None
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
None
j. Describe proposed method of sewage disposal.
None proposed or existing related to the project
I. Describe location.and type. of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effruent, "wash down" and residential discharges).
Site runoff, .& hy? isi ilic dredge wash water discharge
effluent to be discharged into man-made ditch that
eventually grill discharge into the canal system being
maintenanced dredged.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes NNo ?NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No [DNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
]yes ?No NNA
If yes, attach appropriate documentation.

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Pasquotank County water
o. When was the lot(s) platted and recorded?
prior to 1970
n. (i) Will water be impounded? ®Yes ONo ?NA
(ii) If yes, how many acres? 5.51 A
p. If proposed development is a subdivision, will additional utilities be
installed for this upland deveiopment?
?Yes ?No [RNA
5.12. '?UO6
Date
Riverview Acres Maintenance Dredging & Shoreline Stabilization
Project
Project Name
1 /7 u o' i A- CGS ? T
Ap na Im J
Applic Signature

I Rftf
11

Form DCM MP-4
STRUCTURES
(Construction within public Trust Areas)
MA Y
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. @ Is the docking facility/marina:
?Commercial ?Public/Government ?Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
e. (i) Are Platforms included? ?Yes ?No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
(ii) Number of slips existing
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
?0pen water; no dredging required
?Other;'please describe:
®This section not applicable
b. (i) Will the facility be open to the. general public?
?Yes ?No '
d. (i) Are Finger Piers included? ?Yes ?No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
? Dockage ("wet slips") only, number of slips:
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).

k. Typical boat length:
m. t) Will the facility have be pilings?
?Yes ?No
(ii) If yes number of tie pilings?
1. (i) Will the facility be open to the general public?
?Yes ?No
2. DOCKING FACILITY/MARINA OPERATIONS 0This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. Now will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
1. If this project is an. ezoansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes dNo
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ?No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW _ ?SAV _ ?SB
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ?No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ZThis section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g, wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) 0This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ?This section not applicable
a- Length 370 ft b. Average distance from NHW, NWL, or wetlands
between NWL & 10 inches waterward of wetlands
c. Maximum distance beyond NHW, NWL or wetlands
between NWL & 10 inches wate ward of wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable ,
a. Is the structure(s): b. Number
OCommercial ?Public/Government ?Private/Community
C. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing'
ft
7-GENERAL
GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Directly adjacent
Note: For buoy or mooring piling, use arc of swing including length
ofvesseL
c. Width of water body
20 to 35 ft
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
60 ft (small dock & basin)
d. Water depth at waterward end of structure at NLW or NWL
4 ft, NWL
8. OTHER 0This section not applicable
a. Give complete description:
Vinyl breakwater structure along west side of entrance canal to prevent slough off of shoreline & wetland areas along canal
shoreline. Sheathing will have 2 inch vertical slots spaced evenly 7 inches from top of sheathing. Slots will stop at water
bottom. Structure to have no tie backs or back fill.
Date
Riverview Acres Maintenance Dredging & Shoreline Stabilization
Project
Project Name
Appl' rie
App' t Signature
RECEWED
-1. ?i
RAM

AREA KPff ASSN
=0 J70"My 4:00"
Oav/I HN1a AAC z7l4s
ff 1040 / 15.2.441, 05V
t
Kelly Russell
NC Division of Coastal Management
Elizabeth City District Office
1367 U. S 17, South
Elizabeth City, NC 27909
Re: Riverview Acres Maintenance Dredging & Shoreline Stabilization Project
Pasquotank County
CAMA Major Permit Major Development Application
Additional Information
Dear Ms. Russell:
QEN? .
112??? 14
rry Ar
May 19, 2008
Thank you for your timely review of the subject application. This correspondence concerns specifically your May 16, 2008 letter
requesting that project area wetlands be identified. During the Department September 19, 2007 scoping meeting representatives
from the Washington District office of the USACE requested that wetlands in the vicinity of the dredge influent line be identified
with the application.
Attached are two supplemental plats (Attachment Figures 1 & 2). These depict the USACE jurisdictional wetlands in the vicinity of
the dredge spoil influent line transect to the spoil retention structure as well as existing wetlands along the southeast side of the
main canal.
Thank you for your assistance. It is requested that if there are any additional items or questions pertaining to this application that
you please contact me at 252-599-1040 at your earliest convenience so that the issue may be resolved without placing the
application on hold or returning the application.
Thanks again,
A.f. r N/. T/awVdow
Dennis W. Hawthorn
Coastal Area Permit Assistance
cc: Jay Overton, Albemarle & Associates
Randy Keaton, Pasquotank County
Coastal Area Permit Assistance
Wetland Delineations, CAMA A Wetland Permit Assistance, Environmental Assessments
"He/ping Property Owners Manage Development With Coastal Conservation In Mind" for
252 599. 1040 / 252.441.1353
r rti .r yr
BELL
416, P 354
'*4 Proposed Dredg Inlet t
fi / p 0
q/ if A•A Y 'R ?A M ? !I 1i
y
Line across 1 nds
Placed on Ma
,? sty o+cao ?e3 't
xsW, xIII ax? h
x JP
"- J 1,+00
w , 1
+ OC' sr
..
+ W I I I .
r ` rr w• lr - ¦ ¦c ar
4TTXdMLNT FOK
SCALE: i iNd = 40. fT ?IVE?VIEIV AC??S
PATE: 5/ X9/08
?.. ?. Drawn ?y M MPROJEC[ AIQ 1VLTLANP6

41t^ .
Proposed
Dredge Spoil
Influent Line
RECEM
NC DEND
w., ATTACHMENT FIGURE 2
0AliZob,tF? ,' t
E 4AMA MAJOR PERMIT APPLICATION
I?zq?et
RIVERVIEIV ACRES
?? MAINTENANCE DREDGING
PROJECT AREA ATL406
Y PARKER TRACT
Proposed /
SpoiL Retention
,W Structure
Parker
{Ziverview Acres
Proposed Dredge
Project
IF- Project Area WetLands
Delineated by
U6ACL12-0-08
R
.. ,rte.
Drawing base Plat Source Pasquotank County Q6
DATE : 05 / 19 /08

NIC DENK"
,. t uu'
rr f
v=m y>< 0
10 /
MAN - MADE CANAL SYSTEM `^• t
W
t`,
Lil ------- .......
_ ?? ...--•_...,.? 111 = ? t
n
217
O C--4 Z
- Z
01
a
MAJOR PERMIT FEE MATRIX
f .\
A licant: r" M V t.?., ens
Selection DeveloAment Type Fee DCM % DWQ %,.
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial -
development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
'III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
F0 development, if General $400 100%($400) 0%($0)
Water Quality Certification
No. 3490 (See attached)
can be a lied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
o Den water areas: