20090174 Ver 1_CAMA Application_20090219

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
17 February 2009
EXPRESS PERMIT REVIEW PROGRAM
MEMORANDUM
TO: Cyndi Karoly
Division of Water Quality
FROM: David W. Moye
Express Permits Coordinator
FEB 1 9 2009
DENR - WATER QUALITY
WETLANDS AND STQRMWATER BRANCH
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Wildlife Resources Commission
C/O Tommy Hughes
Project Location: North of NC 33 at the NC WRC Campbell Creek Waterfowl Impoundment
on Goose Creek near the Town of Aurora in Beaufort County, North
Carolina
Proposed Project: The applicant proposes to install 2,002.18' of articulating concrete matting
to stabilize the existing impoundment dike wall along Goose Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 11 March 2009. 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.nett
An Equal Opportunity 1 Affirmative Action Employer-50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: NC Wildlife Resources Commission
2. LOCATION OF PROJECT SITE: Off NC 33 at the NCWRC Campbell Creek Waterfowl Impoundment
on Goose Creek near the Town of Aurora in Beaufort County, North Carolina
Photo Index- 2006: N/A 2060:91-1047;L-12-15,M-13-16,N-16,0-16,17,P-17-22,Q-21,22
State Plane Coordinates - X: 2,710,600 Y: 570,000 GPS Rover File # N/A
Lowland Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 06/05/08
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 17 February 2009
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Conservation (water, wetlands)
(B) AEC(s) Involved: EW, PTA, CW, CS
(C) Water Dependent: YES
(D) Intended Use: Public - WRC Waterfowl Impoundment
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Diked waterfowl impoundment
Planned - Articulating concrete matting
(G) Estimated Annual Rate of Erosion: 4.4' per year
Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal Wetland ±10,160.9 ft2
temporary impact
(B) Non-Vegetated Wetlands f 134.49 ft?
Creek bottom nprap matting
(C) Other ±40,043.6 ftz
Highground
(D) Total Area Disturbed: ±1.16 acre (±50,339 sq. ft.)
(E) Primary Nursery Area: NO
(F) Water Classification: SA;HQW;NSW Open: Yes
8. PROJECT SUMMARY: The applicant proposes install 2,002.18' of articulating concrete matting to
stabilize the existing impoundment dike wall along Goose Creek.
Campbell Creek Waterfowl Impoundment
NC WRC
Beaufort County
Express Permit Review Program
Project setting
The North Carolina Wildlife Resources Commission (NC WRC), C/o Tommy
Hughes, has requested that the attached application be processed under the Express
Permit Review Program.
The project site is located north of NC 33 at the Campbell Creek Waterfowl
Impoundment on the NC WRC Goose Creek Game Lands near the Town of Aurora in
Beaufort County, North Carolina. The impoundment is bordered by Snode Creek to the
north, Campbell Creek to the south, and Goose Creek to the East. The impoundment
encompasses 314 of the 503.6 acres within the tract. The site has a total of 33,283' of
shoreline abutting Snode, Campbell and Goose Creeks. The project area is an
approximately 2,000' section of the dike along the Goose Creek shoreline. The
impoundment dike in this area has a base width of ±20' and a top width of ±10' and is
separated from Goose Creek by Coastal Wetlands. The Coastal Wetland varies from 0'to
250' wide and is vegetated with Soartina alterniflora, S. Cvnosuroides, Juncus
roemerianus, and S. patens. The dike is vegetated with scrub shrub and upland grasses.
The top of the dike averages 4' above the normal water level (NWL).
As previously stated, the project area is a section of the impoundment that abuts
Goose Creek and the Atlantic Intracoastal Waterway (AIWW) and is subject to severe
erosion from boat and barge. wakes as well as storm events. The applicant has
documented that as much as 80' of marsh has been lost since 1990. In several areas the
erosion has removed all marsh and the outer dike wall has begun to erode. These areas
(±150 linear feet) have been stabilized with granite riprap authorized by CAMA General
Permit No. 49485-B issued on 8 February 2008 to the NC WRC. While Submerged
Aquatic Vegetation (SAV) is prevalent in many areas of Goose, Snode, and Campbell
Creeks, the aggressive wake in this area has severely limited the growth of SAV along the
stretch of shoreline in the project area.
Goose Creek in this area is classified as SA;HQW;NSW by the Environmental
Management Commission and is open to shellfishing.
Project description
The NC WRC proposes to stabilize the outer dike wall by installing 2,002.18' of
articulating concrete matting. The matting is 8' wide and varies in length depending on
slope and height of the dike. The dike wall will be sloped were needed to accommodate

Campbell Creek Waterfowl Impoundment
NC WRC
Beaufort County
Express Permit Review Program
Page Two
the matting. The toe of the mat will be installed immediately landward of and below the
marsh substrate. This installation will require the marsh to be excavated to allow the mat
to be toed in ±3' to ±7', and the marsh will be replaced on top of the matting with the root
mat down. The toeing in of the matting behind the marsh will result in a temporary impact
to the marsh of ±10,010.9 ft2. The existing 150' of riprap will be removed and relocated to
the ends of the proposed stabilization project as additional protection to the matting. In the
areas where the riprap is being removed, the matting will be placed 1' waterward of the
NWL and toed in ±2'. The upper end of the mat will be toed in along the top of the dike
and the upland disturbance for the project will be ±40,043.6 ft2. Material that has been
excavated from the dike face or marsh area will be placed on the top of the dike for
temporary storage until it is replaced. The applicant has stated that only 100' will be
disturbed at a time in an effort to reduce impacts to the site and surrounding wetlands.
The staging area for material will be the NC WRC owned loading area at the NC
304 bridge on the AIWW at Hobucken. Material will be brought from the staging area to
the site via barge. Only two barge offloading sites have been chosen at the impoundment
in an effort to reduce overall impacts to the site. These areas have the deepest water
closest to the shoreline. The barge will be grounded at the offloading site and the ramp
will be lowered onto logging mats that will be placed on the marsh to reduce impacts.
When not offloading material at the project area, the barge will be moored at the Hobucken
site in an effort to further reduce impacts to the nearshore area. The northern offloading
site (barge site #2) has ±2.4' of water depth at the waterward end of the barge and has
±40' of marsh to cross. The southern offloading site (barge site #1) has ±2.8' of water
depth at the waterward end of the barge and has ±35' of marsh to cross. The use of
logging mats at the offloading site should result in no long term impacts to the marsh.
Anticipated impacts
The project as proposed will result in the disturbance of ±40,043.6 ft2 of uplands as
a result of the development activities. The installation of the articulating concrete matting
will result in ±10,010.9 ft2 of temporary impacts to the Coastal Wetland area.
Approximately 134.49 ft2 of Creek bottom will be filled as a result of the matting replacing
the existing riprap in a 150' long area. The barge offloading area will result in a temporary
impact to the Coastal Wetland area of ±150 ft2. The total temporary impact to Coastal
Wetlands is ±10,160.9 ft2. The project as proposed will result in localized turbidity as a
result of the construction activities.
David W. Moye -17 February 2009
1

74 T
?fl North Carolina Wildlife Resources Commission
February 9, 2009
Mr. Mike Thomas
NCDENR - Division of Coastal Management
Washington District
943 Washington Square Mall
Washington, NC 27889
Dear Mr. Thomas:
Please find enclosed Application for Major Development Permit, along with supporting
documentation and permit drawings for a Wildlife Resources Commission shoreline
erosion control project on Campbell Creek Waterfowl Impoundment in Beaufort County.
Application fee payment of $400.00 was made by electronic transfer to NCDENR on
12/30/2008; reference # 35286.
The WRC contact for this project is Tommy Hughes, 1004 Park Drive, Trent Woods, NC
28562. Tommy may be reached at [phone] should you have questions or need
additional information.
Thank you,
Isaac J. arrold
Section Manager
State & Private Lands Programs
cf.. Goose Creek GL File; CAMA Permit 2009, Campbell Creek Impoundment (NAWCA)
Division of Wildlife Management
Mailing Address: 1 722 Mail Service Center, Raleigh, N.C. 27699-1722
Physical lldciress: 1751 Varsity Drive, Raleigh, N.C. 27606
Phone: (9l9) 707-0050
Fax: [phone]
i-
Narrative
PROJECT DESCRIPTION: This proposal represents a plan to protect and enhance 314 acres
of Campbell Creek Waterfowl Impoundment.
Campbell's Creek Impoundment- NAWCA funded wetland enhancement project on NC Wildlife
Resources Commission lands (Goose Creek Game Lands) in Beaufort County, NC: 314 acre
impoundment in need of levee rehabilitation to restore levee integrity.
Water management is critical to managing impoundments and the ability to maintain water levels
on Campbell Creek Impoundment enhances productivity by stimulating desirable plant and
invertebrate growth, and reducing stagnant water conditions. Severe erosion from boat traffic and
storms has resulted in dike damage on Campbell's Creek impoundment. Continued erosion is
anticipated and will likely result in dike failure. As a result, approximately 314 acres of prime
waterfowl and shorebird habitat will be significantly reduced in value. This project will restore
dike integrity by installation of articulating cement matting to protect eroded areas of the dike.
As a result, threats to the east levee will be reduced and constant maintenance and expensive
repairs will be lessened significantly.
HABITAT TYPES AND WILDLIFE BENEFITTING: This proposal will largely affect
managed emergent estuarine habitat, a decreasing wetlands type. Enhancement of these wetlands
provides feeding habitat for many wetland dependent species including migrating and wintering
waterfowl in the Atlantic Flyway, neotropical migrants and other migratory and non-migratory
waterbirds. The proposed project site are located within the Goose Creek Game Lands, which
provide the highest quality managed habitat under state ownership for Northern Pintails and
American Black Ducks. Other important waterfowl species that will benefit from this project
include American Wigeon and Gadwall. All species will use the area for both migration and
wintering habitat. In addition, the area is at the southern end of the breeding Black Duck range
and this species nests at the proposed sites. Other wetland dependent species that will benefit
include yellow rail, marbeled godwit, and semi-palmated sandpiper, which use exposed mudflats
for foraging and resting areas, especially in spring. Pied-billed grebes and Forster's terns will
benefit from enhancement of breeding and forging habitat. Campbell's Creek impoundment is in
danger of being permanently lost due to levee failure. The proposed levee protection work will
serve to "secure" habitat for bald eagles, wood storks, American alligators and diamondback
terrapins.
PUBLIC BENEFITS: The large acreage of public lands in the project area, which is part of the
Goose Creek Game Lands managed by North Carolina Wildlife Resources Commission, attracts
large numbers of people seeking wildlife-based recreation. This recreation includes hunting,
fishing, trapping, birding and other wildlife observation.
CONSTRUCTION TECHNIQUES: The project consists of the installation of articulating
concrete matting along a section of levee as shown in the plans. This work will also require the
re-shaping of the existing levee and slopes as shown in the drawings. Once the toe of the slope is
excavated to allow the matting to be placed in order to obtain the needed depth for toe protection
and to prevent scour, all existing material will be placed back in the same location and graded to
existing elevations. After construction is complete the entire disturbed area will be seeded for
additional protection.

At this time, we anticipate the contractor will regrade the levee and slopes in the locations where
the articulating concrete :matting will be placed first, then barge the matting to the site as needed
for installation. We will only allow the contractor to prepare a maximum of 100 linear feet of the
toe slope at a time before he will be required to place the geo-textile fabric and matting on the
prepared area. At no time during the construction phase should there be more than 100 linear feet
exposed toe slope without protective matting installed on it. During construction we anticipate
the use of two track-excavators, one small dozer, one rubber tire front-end loader, one barge and
other miscellaneous equipment as needed. All equipment will be store on the levee or other
upland areas, with the exception of the barge. The barge will be located at the two sites located
on the drawings or at the existing loading area owned by the NCWRC along the ICWW near the
HWY 304 bridge.
Due to the fact that all equipment and some materials will have to be barged to the site, the
contractor will have to cross wetlands in order to get from the barge to the existing levee. These
areas have been identified in the field because of the shortest distance from the waterbody to the
existing levee and shown on the plans. Every effort will be made to position the barge as close to
the existing levee as possible without impacting shallow water habitat or scouring the bottom
from the propeller wash. Additionally, wooden mats will be placed on the ground to prevent
damage to the wetlands and help support the loads.
C0..MCL • Exp
ICE Mr-1 OR - O l -JLA
APPLICATION for
Major Development Permit
(last revised 12/27/06)
FEB 1 9 2009
DENR - WATER WALITY
WETLANDS AND VMMWATER BRANCH
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
North Carolina Wildlife Resources Commission Neuse-Pamlico Conservation Wetland Initiative
Applicant 1: First Name MI Last Name
Tommy K Hughes
Applicant 2: First Name MI Last Name
Vic C French
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1004 Park Drive Trent Woods NC
ZIP Country Phone No. FAX No.
28562 USA 252 - 514 - 4738 ext. - -
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name MI Last Name
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1
-
- ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
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Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort Campbell Creek Waterfowl Impoundment N/A
Subdivision Name City State Zip
N/A Aurora NC -
Phone No. Lot No.(s) (if many, attach additional page with list)
252 - 514 - 4738 ext. Tommy Hughes, NCWRC N/A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pamlico-Tar Goose Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
NNatural ?Manmade ?Unknown Pamlico River, Pamlico Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes NNo work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
33,283 21, 934, 684
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4.0 ?NHW or NNWL
e. Vegetation on tract
Dominant Vegetation on Tract: Phragmites communis, Spartina cynosuroides, Spartina patens, Chara sp., Junicus
roemerianus, Ruppia maritima, Eleocharis sp., Baccharis angustifolia, Pinus taeda, Pinus serotina, Myrica cerifera
f. Man-made features and uses now on tract
The 503 acre tract includes Campbell Creek Waterfowl Impoundment which encompasses 314 acres. The impoundment
supports the following man-made features: 5.15 miles of low elevation levees, 5 aluminum water control structures, a
permanment wooden pumphouse with 24" diesel powered pump, 5 wooden hunter access bridges and a wooden
observation tower.
Campbell Creek Waterfowl Impoundment is part of Goose Creek Game Lands and is managed as a public wildlife
management area. The impoundment is managed for submerged aquatic and moist soil vegetation
a habitat t
e that
,
yp
benefits migrating and wintering waterfowl in the Atlantic Flyway, neotropical migrants, other migratory and non-migratory
waterbirds, various wetland dependent reptiles and amphibians and several species of furbearers.
g. Identify and describe the existing land uses ad'acent to the proposed project site.
Forestry, Recreational and Commerical Fisheries, Residental, WRC Game Lands
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Not Zoned (Attach zoning compliance certificate, if applicable)
?Yes ?No NNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. NYes ?No ?NA
If yes, by whom? NC Department of Cultural
Resources-See Attached letter
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?NA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 5) APPLICATION for
Major Development Permit
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M. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
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.
The purpose of this project is to stop shoreline erosion that is threatening the levee on the east side of Campbell Creek
Waterfowl Impoudment. Since 1948, as much as 80' of marsh has been lost. The large majority of loss has occurred during
the 1990's as a result from various storms. In addition, large boat traffic on the ICW has impacted the shoreline. Currently,
the shoreline has migrated in several locations to the existing toe of the levee. Recent storms and boat traffic have eroded
the levee toe and now require continually maintenance. By hardening the levee toe in the area subject to further shoreline
erosion, the intreguity of the levee can be maintained while not impacting management of the area.
Campbell Creek Waterfowl Impoundment is part of Goose Creek Game Land. It is one of six impoundments on this game
land that were constructed in the 1960's-early 70's for the purpose of providing critical habitat for waterfowl while providing
mosquito control benefits. Management on this impoundment cycles from moist soil to SAV's and is driven by water level
management. Habitat created is extremely beneficial to migrating and wintering waterfowl, migrant neo-tropical birds,
migrating and nonmigrating waterbirds and various species of reptiles, amphbians and furbearers. This impoundment is part
of the WRC public waterfowl hunting areas and is controlled through special regulations and limiting hunter numbers.
After this project is completed, management will continue as in the past; however without the constant fear of dike breaches,
and continually repairs that are extremely difficult and expensive.
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.
At this time, we anticipate that after installation of sediment and erosion control devices, the contractor will regrade the levee
and slopes in the locations where the articulating concrete matting will be placed first, then barge the matting to the site as
needed for installation. We will only allow the contractor to prepare a maximum of 100 linear feet of the toe slope at a time
before he will be required to place the geo-textile fabric and matting on the prepared area. At no time during the construction
phase should there be more than 100 linear feet exposed toe slope without protective matting installed on ft.
During construction we anticipate the use of two track-excavators, one small dozer, one rubber tire front-end loader, one
barge and other miscellaneous equipment as needed. All equipment will be store on the levee or other upland areas, with
the exception of the barge. The barge will be located at the two sites located on the drawings or at the existing loading area
owned by the NCWRC along the ICWW near the HWY 304 bridge.
d. List all development activities you propose.
The project consists of the installation of articulating concrete matting along a section of levee as shown in the plans. This
work will also require the re-shaping of the existing levee and slopes as shown in the drawings. Once the toe of the slope is
excavated to allow the matting to be placed in order to obtain the needed depth for toe protection and to prevent scour, all
existing material will be placed back in the same location and graded to existing elevations. After construction is complete
the entire disturbed area will be seeded for additional protection.
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
e. Are the proposed activities maintenance of an existing project, new work, or both? Both- Levee toes will be re-shaped
which is typical of continued
maintenance, while articulating
concrete matting will be placed on the
toe to prevent further erosion from
storms and boat wakes.
f. What is the approximate total disturbed land area resulting from the proposed project? 0.23 (wetlands-temporary) and 1.014
(uplands) ?Sq.Ft or
Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface run off
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
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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) - (t) 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 NCDOT Phone No. 252-237-6164
Address Eastern and OBX'Region, PO Box 3165; Wilson, NC 27895
Name Godley Family LLC Phone No. 919-778-2748
Address 105 Dobb's Place, Goldsboro, NC 27534
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.
CAMA 85-73, NC Wildlife Resources Commission, 10-10-97 CAMA General Permit-49485- 2/8/08-6/8/08
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
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Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
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.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date November 17, 2008 Print Name Tommy K. Hughes
Signature

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
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Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length
Width
Avg. Existing NA NA N/A
Depth
Final Project
Depth NA NA N/A
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. Existing soil
308 c.y., but the existing material will be placed back in the
excavated area once the articulating concrete mat is placed.
c. (i) Does the area to be excavated include coastal wetlands/marsh d.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
0CW ?SAV ?SB
?WL []None
(ii) Describe the purpose of the excavation in these areas:
Wetland impact will be temporary in nature and is needed for the
installation of the concrete matting in oder to obtain the
necessary toe and scour protection.
Upland excavation will be needed in order to prepare the
existing levee top and slopes for the placement of the concrete
matting.
High-ground excavation in cubic yards.
195 c. y.
2. DISPOSAL OF IXCAVATED MATERIAL
®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area?
[]Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL []None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a dis osal area be available for future maintenance?
[]Yes L]No ?NA
(ii) If yes, where?
(i) Does the disposal include any area in the water?
[]Yes ?No ?NA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOAST :: www.ncco astalman.agement.net revised: 92126106
Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
a. 1 ypc vi anvinunc siduwcduun. b. Length: 2002.18'
[]Bulkhead ?Riprap []Breakwater/Sill ®Other: Width: 8"
Articulating. Concrete. Mat
c. Average distance waterward of NHW or NWL: 0 d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Concrete months?
®Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Since 1990, over 80' of marsh has been lost to erosion along
section of the levee. Erosion can be attributed to hurricanes,
northeastern's and large boat wakes.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap Concrete and existing material excavated
Breakwater/Sill Other 134.49-involves the two
previous repaired sites under CAMA GP 49485- The toe will be
extended 1 foot and will require that the material be placed
below the water level.
i. Source of fill material.
Concrete (off-site), Existing Soil (on-site)
4. OTHER FILL ACTIVITIES 2This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ?Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (M)
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL []None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
In areas where the waterbody is over 10' from the excavation Track excavators, dozer, rubber tire loader, and a barge
areas, the material will be stored on the toe of the levee. No
excavated material shall be left stored after construction has
ended for the day. The contractor will place concrete matting
after excavation has been perform and immediately restore the
area before leaving the site that day or before progressing down
the levee during construction.
In areas where the waterbody is within 10' of the excavation area,
the material will be stored on the slope or top of the existing
levee. No excavated material shall be left stored after
construction has ended for the day. The contractor will place
concrete matting after excavation has been perform and
immediately restore the area before leaving the site that day or
252-808.2808 :: 1-888-4RCOAST :: ................................................ .nccoastalmangement.net revised: 12/26106
........
Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
before progressing down the levee during construction.
The contractor will not be allowed to prepare no more than 100
linear feet of existing levee prior to place of concrete matting
and backfilling with existing material.
Silt fence will be installed between the area of excavation and the
waterbody. Additionally, all disturbed areas shall be
immediately seeded for stabilization.
C. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
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.
Due to the fact that all equipment and some materials will have
to be barged to the site, the contractor will have to cross
wetlands in order to get from the barge to the existing levee.
These areas have been identified in the field because of the
shortest distance from the waterbody to the existing levee and
shown on the plans. Every effort will be made to position the
barge as close to the existing levee as possible without
impacting shallow water habitat or scouring the bottom from the
propeller wash. Additionally, wooden mats will be placed on the
ground to prevent damage to the wetlands and help support the
loads.
October 17, 2008
Date
Neuse-Pamlico Conservation Wetland Initiative
Project Name
Tommy Hughes
Applicant Name
Applicant Sin ure
252-808-2808 :: 1-888-4RCOAST :: www,nccoastalmanaaement.net revised: 12126/06
Lg? ,,...STATE,,
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
September 30, 2008
MEMORANDUM
TO: Tommy Hughes
NC Wildlife Resources Commission
Office of Archives and History
Division of Historical Resources
David Brook, Director
FROM: Peter Sandb?? ' d • Nt???.t ?uOC +?-t?V?-?
?lP M
SUBJECT: Erosion Control, Eastern shoreline of Campbell Creek Waterfowl Impoundment,
Beaufort County, ER 08-2239
Thank you for your letter of September 14, 2008, concerning the above project.
We have conducted a review of the proposed undertaking and are aware of no historic resources that would be
affected by the project. Therefore, we have no comment on the undertaking as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579. In all future
communication concerning this project, please cite the above referenced tracking number.
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599
NC Wildlife Resources Commission Permit #Rti-73
Page 2 of '2
ADDITIONAL CONI)rnocs
4) Thtt DC'A4 may, when Tiecessary to protect watar gimLit > <-uid aquatic resources, plate aciclitinmli
-vo-k'n,, conditions or? maintenance activity authorized ceder tads perrTtit siiclY as €intL of v-ear fo; ?
exterior work, use of silt curtains, ett.
5} No nevv camel excavation', vietlaiids or ?tatmal wale ody borrow exc aviation is atithot razed by this
pelt. A new or modified permit is regitired for such work_
l)
Ch staiTrCpresentatiVe to deter£nine if such workrequites PM1it co erage.
8) Approprim trteasut-,es rust he authorized to pwwnt materials t:.sed' for dike rebuild
slott?hii?? }xztcs ad;aEent ?Je?ettia€?d ??retlands.
a
9) The Division Qf Coastal'Mana-einen€ -%vilJ loo notified in wasting at least two wecks pclor to my
terior tnaintenace ??ork heir carried out under this pernilt. Such notilicatot shall iisc<l31tl:
A Tlv rnumber of the ariglnad permit.
R. a statenlertt that no dimensional changes are proposed.
C, a copy ref the oni final permit plan(s) with cross-hate- ing indicating the area to he
anvait of material to be
maintan eel tb area to be Lined 1br spoil, oral the cst1im eel uz
rernoo'cd.
D. the date mot; plain revislon and the permittee's signature shoe alien- on the original plan.
4?
XCAMA/ ..:: DREDGE
ILL
? ? X r r f
°°
PERMIT
...::"ti.>i3?41t;;3ttb>13 •..'C.C3?"i3plete Reissue .:.:.p',.'t'i a: Reissue Date prk3t..ioti _pQi'3'£3it iSs3.a>' ,ttd 1 .
As authorized h) ` 1 + State s 4crth Z..d3 `!ir12 . >.?E"?.+s#e•s3YtF'3tt' U? t.trltf'Uf3 ti?ilt wet ?l atwral pesou?'res.
2r.c me %,Oasxai Rt-so 3rGes L.Ct7 misj1..:t',n an ardd o!" efivirom-nental--concern pursuam to -I 5A
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