20170248 Ver 1_CAMA Application_20170301

for
4
MEMORANDUM
TO: Ms. Karen Higgins
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Greg Bodnar
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 24 February 2017
SUBJECT: CAMA Application Review
APPLICANT: NC WRC
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Respond to GregBodnar
Morehead City Office
MAR 0 1 2017
PROJECT LOCATION: Project site is located off NC Highway 33 via Smith Creek Boating Access Area,
Campbell Creek Waterfowl Impoundment, Beaufort County, North Carolina.
PROPOSED PROJECT: Applicant proposes to replace 12' x 16' pump house with associated intake and
discharge line and the installation of 38' of bulkhead.
Please indicate below your position or viewpoint on the proposed project and return this form by 16 March 2017.
Please contact Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed project. When
appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes are
incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Wildlife Resources Commission
2. LOCATION OF PROJECT SITE: Beaufort County off NC Highway 33 via Smith Creek Boating Access
Area, Campbell Creek Waterfowl Impoundment
Photo Index — 2006; 93-8361, U13 2000; 93-1059, U12 1995; 91-964, H6
35°17'18.23"N 76037'59.00"W
3. INVESTIGATION TYPE: CAMA, Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 6 July 2016
Was Applicant Present - yes
5. PROCESSING PROCEDURE: Application Received —18 January 2017
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -1997 Beaufort County Land Use Plan
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Estuarine Water and Public Trust Area
(C) Water Dependent: Yes
(D) Intended Use: public
(E) Wastewater Treatment: Existing - none
Planned - none
(F) Type of Structures: Existing — pump, pump house, intake and discharge line
Planned - new pump house with intake and discharge lines, bulkhead
(G) Estimated Annual Rate of Erosion: none indicated
(H) Source - applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
15 ft2
192 ft2
Shaded
River Bottom
(bulkhead
backfill)
(C) Other (Uplands)
2
ed)
(disturbed)
(D) Total Area Disturbed: 882 ft' (0.020 acres)
(E) Primary Nursery Area: Yes, Permanent Secondary
(F) Water Classification: SA HQW NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to replace 12' x 16' pump house with associated intake and
discharge line and the installation of 38' of bulkhead.

Wildlife Resources Commission
Campbell Creek Waterfowl Impoundment
Beaufort County
Proiect setting
The North Carolina Wildlife Resources Commission has submitted a CAMA Major Permit
request for the replacement of an existing deteriorated enclosed pump house building and installation
of a new bulkhead located at the Campbell's Creek Impoundment, which is located within the Goose
Creek Game Land, in southeastern Beaufort County near the Town of Aurora. The project site can
be accessed by boat via the Smith Creek Boating Access Ramp located off NC Highway 33 near the
Beaufort / Pamlico County line. The total project site is approximately 503 acres in size and has
approximately 6.3 miles of shoreline. The project site is a man-made waterfowl impoundment that is
managed for waterfowl and other wetland dependent species. Man-made features on the project site
include an earthen dike, water control structures, hunter's bridges, observation tower, pump house
with diesel pump. The tract is mostly vegetated with Juncus romerianus, Spartina cynosuroides,
Baccharis angustifolia, Pinus taeda, Phragmites, Eleocharis spp., and upland lawn grasses on the
upland earthen dike. The Creek is approximately 300 feet in width at the location of the existing
pumphouse. The property both upstream and downstream is undeveloped timberland.
Campbell Creek is classified as SA HQW NSW by the Environmental Management
Commission at the project site. Campbell Creek at this location is designated Coastal Waters, is not
open to shell fishing and is a Permanent Secondary Nursery Area. No SAV's were observed during
the on-site field visit.
Proiect description
The applicant specifically proposes to replace the existing deteriorated 12' x 16' pile
supported pump house with same size structure and in the same footprint as the existing building,
which is located waterward of Normal Water Level. The existing belt driven pump system will be
replaced with a shaft driven system. A 24" x 35' long discharge pipe will attach to the pump which
will pass through the existing earthen dike to discharge into the water distribution pump hub located
landward, inside the impoundment, of the dike. Additionally, 38' of bulkhead will be installed a
maximum distance of 1.5' waterward of Normal Water Level adjacent to the upland portion of the
earthen dike.
Anticipated impacts
The replacement of the 12' x 16' pump house will continue to usurp and shade
approximately 192 square feet of Public Trust Area. The installation of the bulkhead will result
in the filling of approximately 15 square feet of estuarine Water. Total upland disturbance will be
approximately 675 square feet. The development will not cause a hazard to navigation and
doesn't exceed one quarter width of the waterbody.
Kelly Spivey —14 February 2017

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 pumphouse rehabilitation to restore improved water handling capability
for the waterfowl impoundment.
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. Due to age and storm related
damage over the years the Campbell Creek pumphouse has deteriorated and is in need of
replacement. The proposal addresses the replacement of the existing pumphouse and the
upgrading of the pumping system to a new power unit and drive shaft drive system. If upgrades
are not done soon, the ability to pump water into the system will be compromised. As a result,
approximately 314 acres of prime waterfowl and shorebird habitat will be significantly reduced in
value. This project will restore water handling ability by replacement of the existing pumphouse,
power unit and conversion of the belt driven system to a more efficient drive shaft system.
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 Widgeon 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, marbled 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 demolishing the old pumphouse
and removing from the site, establishing new pilings and bulkhead as outlined in the site
construction drawings and building a new pumphouse structure. The pumphouse structure will be
within the footprint of the old pumphouse being replaced. In addition, a new stainless steel pump
discharge tube will be installed, and the existing pump will be retro -fitted from a belt driven
system to a drive shaft driven unit. A new power unit will also be installed in the pumphquse('` 7"1';
along with a double wall fuel tank. -

Construction will involve the use of a barge to move equipment to the site, boats to transport
personnel, and an excavator to demolish and assist in installation of the discharge pipe and
pumphouse construction. All work should be contained to the dike, however if equipment must
walk across the marsh, the contractor will be instructed to use mats to minimize impacts to marsh
vegetation.

lef fm
1. Primary Applicant/ Landowner information
Business Name North Carolina Wildlife
Resources Commission
Project Name (if applicable) Campbell Creek Pump
House Replacement
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 Land an Water Access Section
1720 Mail Service Center
p0 Box
City Raleigh
State NC
Zip 27699
Country USA
Phone No.
919 _ 707 _ 0269 ext. N/A
FAX No. N/A
Street Address (if different from above)
-]
City
State
ZIP
Email [e-mail]
2. Agent/Contractor information
Business Name North Carolina Wildlife Resources Commission
Agent/ Contractor 1: First Name Tommy
MI K
Last Name Hughes
Agent/ Contractor 2: First Name Richard
MI R
Last Name Clark
Mailing Address 1004 Park Drive
PO BoxCity
Trent Woods
State NC
ZIP 28562
Phone No. 1
252 - 670 _ 9929 ext.
Phone No. 2
- ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email [e-mail], [e-mail]
<Form continues on back>

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Beaufort
N/A- Waterfowl Impoundment
N/A
Subdivision Name N/A
City Aurora
State
Zip 27889
e. Vegetation on tract Juncus roemerianus, Spartina cynosuroides,Baccharis angustifolia,
Pinus taeda,Phragmites, Ruppia maritima, Eleocharis spp. and Chara spp.
NC
is managed for waterfowl and other wetland dependent species. The area supports
Phone No.
Lot No. (s) (if many, attach additional page with list)
- - ext.
,
a. In which NC river basin is the project located? Tar -Pamlico
b. Name of body of water nearest to proposed project
i. Is the proposed project consistent with the applicable zoning?
Campbell 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.
[Natural ❑Manmade ❑Unknown
Pamlico 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. N/A
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
33,283 ft
503 acres
c. Size of individual lot(s) N/A- no Lots on site
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water/evel) 3 ft
(If many lot sizes, please attach additional page with a list)
❑NHW or [?fNWL
e. Vegetation on tract Juncus roemerianus, Spartina cynosuroides,Baccharis angustifolia,
Pinus taeda,Phragmites, Ruppia maritima, Eleocharis spp. and Chara spp.
f. Man-made features and uses now on tract The tract features a man-made waterfowl impoundment that
is managed for waterfowl and other wetland dependent species. The area supports
earthen dike,water control structures, hunter bridges, observation tower, pump
house and pump.
g. Identify and describe the existing land uses adjacent to the proposed project site. Conservation- The proj ect site
lies adjacent to Goose Creek Game Land which is managed for wildlife resources
and is part of the North Carolina Wildlife Resources Game Lands Program.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Conservation
(Attach zoning compliance certificate, if applicable)
[Yes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes [3No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes [3No ❑NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes E3No ❑NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? (21Yes []No
(ii) Are there coastal wetlands on the site? [5Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes [INo
(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. Surface Runoff
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial OPublic/Government
❑PrivatelCommunity
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
See attached
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.
See attached
d.
List all development activities you propose. Demo existing pump house, remove pump and discharge pipe,
construct new pump house within the dimensions of old structure, install newly
fabricated drive shaft driven pump and discharge pipe and new bulkhead creekside
and pump hub side.
e.
Are the proposed activities maintenance of an existing project, new work, or both? rep acement of old structure
f.
What is the approximate total disturbed land area resulting from the proposed project? 700 8Sq.Ft or DAcres
g.
Will the proposed project encroach on any public easement, public accessway or other area E]Yes BNo ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state. The only discharges will be
through two water control structures that are use to control water levels within
the waterfowl impoundment. Discharge normally occurs during de -watering, heavy
rain events and storm over wash.
I.
Will wastewater or stormwater be discharged into a wetland? ❑Yes Blo [INA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No (INA
j.
Is there any mitigation proposed? []Yes []Vo DNA _
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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. See attachment
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. See attachment
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. See attachment
d. ac�ritmeneted (with state application only) or other instrument under which the applicant claims title to the affected properties.See
1TAe. 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 Loyd Godly Phone No. 910-214-657
Address 105 Dobbs Place, Goldsboro, NC 27534
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.
CAMA General Permit #49485 8 February 2008, CAMA Major Permit #30-09 6 March
2009, CAMA Maintenance Permit #85-73, 10 October 1997
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.
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 January 6, 2017 Print Name Tommy Hughes, NC Wildlife Resources Comm.
Signature
Please indicate application attachments pertaining to your proposed project.
[nDCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information =; i

Form DCU ESP®2
(Except for bridges and cuivert7s)
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.
'. EXCA VA TION El This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubicyards. 0- external
c. (i) Does the area to be excavated include coastal wetlands/marsh
Access
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
Other
[]CW []SAV OSB
Channel
Canal
Boat Basin
Boat Ramp
Dock Groin
Rock
Breakwater
(excluding
shoreline
a. Location of disposal area.
(NLW or
c. (i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
❑Yes ❑No [INA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
NWL)
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
stabilization
Length
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
- 1,
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
'. EXCA VA TION El This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubicyards. 0- external
c. (i) Does the area to be excavated include coastal wetlands/marsh
d. High -ground excavation in cubic yards.
(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 OSB
❑WL []None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a. Location of disposal area.
b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
❑Yes ❑No [INA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
- 1,

3. SHORELINE STABILIZATION This section not applicable
(if development is a wood groin, use MP -4 — Structures)
T.....I:1 nnn41 .38
ire v. .a,.y. v....v v..�.....—.�------
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL:
0
e. Type of stabilization material:
Vinyl Bulkhead
Width: 1.5'
d. Maximum distance waterward of NHW or NWL:
1.5 ft
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 15 Riprap Spoil from interior impoundment cleanout
Breakwater/Sill Other
i. Source of fill material.
Spoil will be obtained from within the managed waterfowl impoundment.
4. OTHER FILL ACTIVITIES E1 This 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 (CW),
If yes,
(ii) Amount of material to be placed in the water
(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 OSB
❑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)?
Bulkhead will retain fill. Hydraulic excavator, barge, boats and
hand and hand power tools
C. (i) Will navigational aids be required as a result of the project?
❑Yes ONo [INA
(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 nNo ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
January 6, 2017 NC Wildlife Resources Commission- Tommy Hughes
Date Applicant
Project Name Campbell Creek Pumphouse Replacement Applicant Qature
r

x
(Construction within Pubiliic Tirust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. ®®CKJNG FACILITYINARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ❑Public/Govemment ❑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
(Vote: 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
[]open water; no dredging required
❑Other; please describe:
k• Typical boat length:
m. (i) Will the facility have tie pilings?
❑Yes ❑No
(ii) If yes number of tie pilings?
® 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).
I. (i) Will the facility be open to the general public?
❑Yes ❑No

Z DOCKING FACT 9TYM A6 INA OPERATIONS This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How 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.
L 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?
I. If this project is an expansion 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 ❑No
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.
13. BOATHOUSE (including covered lifts) ( Pumphouse) nThis section not applicable
a. (i) Is the boathouse structure(s): ( Pumphouse )
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. !f a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ]This section not applicable I
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
1 6.MGORING PILINGS and BUOYS MThis section not applicable I
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Are of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
6,300' N/A
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Approximately 300'
e. (i) Will navigational aids be required as a result of the project?
DYes E)No [:INA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
4 ft
8, OTHER El This section not applicable
a. G� a com tete description: Pro3 ect includes the replacement o an existing pumphouse, upgrading
to e�Cisting pump system from belt to drive shaft driven, replacement of the
the existing discharge pine and installation of 38' of vinyl bulkhead waterward
Specifically, a 12' x 16' pumphouse will be constructed that houses a diesel power unit
that will drive a 24" pump. A 24" x 35' discharge pipe will attach to the 24" pump
which will pass through the existing dike to discharge into the water distribution
- installed, warerward,
January 6, 2017
Date
Campbell Creek Pumphouse Replacement
Project Name
NC Wildlife Resources Commission -Tommy Hughes
Applicant Name
Applicantig ture
I;,

DUCKS
UNLIMITED
PROJECT LOCATION
R E E K
LAND
CAMPBELL CREEK
PUMP STAfl0N
BEAUFORT COUNTY
IN COOPERATION WITH
NC WILDLIFE RESOURCES COMMISSION
c�
C 7
Thsingineer`perlparing 4hesel,plons will not be responsible for,
pr liable for,. up.quthodied changes to or uses of these plans. All
chon�bs to tlid plans nfast. be In writing and must be approved by the
preparer of this) plans.`__ _
Ai �^ I
-74
ti
.m 1 I \....
r
` e
`I
SITE LOCATION
ENGINEER:
MALCOLM BALDWIN, PE
DUCKS UNLIMITED
3294 ASHLEY PHOSPHATE RD; SUITE 2A
NORTH CHARLESTON, SC 29418
NC SCO PROJECT NUMBER:
16-13049-01
SPECIFICATIONS
201 MOBILIZATION
202 SITE PREPARATION
203 EXCAVATION
204 EARTHFILL / EMBANKMENT
205 WATER CONTROL
210 SEEDING & MULCHING
211 POLLUTION CONTROL
301 RELIFT PUMP STATION
308 PIPELINE INSTALLATION
801 BULKHEAD
INDEX
1
COVER SHEET
2
EXISTING CONDITIONS
3
PROPOSED SITE PLAN/SECTION
4
BULKHEAD DETAILS
5
PUMP STATION DETAILS
6
MISC DETAILS

FOR REVIEW ONLY
UCKS.,.cam
DU -NC -O8-07 n. MMB
NIIMITEDGOOSE
JC.
CREEK GAME LAND e.w v: MMB'
a
CAMPBELL CREEK PS samw en FOB
psaw
rOF
COVER SHEET eooee —___
6%�
a �e.'1
r ---- —06/16

\ MANAGED IMPOUNDMENT
\\ GRAPHIC SCALE
ti
\ \ EXISTING ALUTAINUM WATER
\ CONTROL STRUCTURE
\
�\ —T gi z.s'
MANAGED IMPOUNDMENT
EXISTING EXISTING 24"
STAINLESS STEEL PUMP.p HDPE PIPE
EXISTING BULKHEAD
-1\11 G
E"XiSTWO ENCLOSED PUMP \\
HOUSE CONTAINING FUEL
TANK AND DIESEL ENGINE \
\ <FL
-' FOR REVIEW ONLY
L DUCKS .ems DU—NC—OB-07 u�.e MMB
ij•�� UNLIMITED MMB
t .. GOOSE CREEK GAME LAID ea �n
I
CAMPBELL ONSEK PS .wAo �n FD8
__. _
YING
OF 6� ---- 06/16
i

%\TO
MARSH
�I
/#1= '
NEW 2a' STAINLESS
STEEL DICHARGE PIPE
P\ IMPOUNDMENT
NEW 24' $TA1LE55
STEEL'DRAGONHEAD'
DISCHARGE
20 LF NEW VINYL
BULKHEAD
CREEK
38 LF NEW VINYL
EXISTING STAINLESS
BULKHEAD
STEEL PUMP TO BE
REMOVED AN0
�
RESET TO NEW PS
i[ N6IX PNE41gSDIFA NRH A
I
O0--
UMP STATION SITE PLAN
/ /O
SCALE: 1 " = 5'
ro M� INN�E niw HOUST [
�I
/#1= '
NEW 2a' STAINLESS
STEEL DICHARGE PIPE
P\ IMPOUNDMENT
NEW 24' $TA1LE55
STEEL'DRAGONHEAD'
DISCHARGE
20 LF NEW VINYL
BULKHEAD
$ , "2,V' .r
'i$•.,::., x.` , «
�
i[ N6IX PNE41gSDIFA NRH A
r Ti.OacL aoLrx .
UMP STATION SITE PLAN
NUN QY OTARNNOOLI ,3W
SML N Mlp ,�,
SCALE: 1 " = 5'
ro M� INN�E niw HOUST [
MARSH
--
CROSS SECTION A -A
NEW PIPELINE
SCALE: 1" = 2'
1' . IF wNEA J
mm ro AuxyyOppsT}E(;
ALL 11E-OONN ARMS. NIC TO
iA1lExE16 a oTHDT METALS ro
L o m auvAHVLo�ww°ut<�n.
' COMAN:1011 AWL G,l, HOIE W PYMP NDOSE
IYALL TO NM ORM AWT NIO PRDIFC110N
MYOO TO ATMOH ro RIGM ANOIE GFiR
mw[ oN vuNv. rw,TmrccTOR AWL
vaoroLo eonxo umuno Hp1.
OF PIPE =1.2'
\ \
-W W. PIM
\ `.\ \ eRslwo cunni rnw
\ \ � \�LxmlNo nwTMER
'F ®R REVIEV

EARTH
DEADMAN PILE TO BE 10"0
TREATED 12' LONG
(UNLESS NOTED)
r
2"X12" TREATED TOP CAP
AND TIE IN BOARD
"-B" x 8" TREATED WALER
FI. 0
8" x B" TREATED WALER
- CL9900 VINYL SHEET PILING
ALL EXTERIOR PILES TO BE
- 12" DIA. TREATED 24' LONG
3/4" STAINLESS STEEL TIE BACK ROD
WITH STAINLESS STEEL NUTS AND
FLAT WASHERS ON EACH SIDE
EXTERIOR 12"0 PILE
CL -9900 VINYL SHEET PILING (24LONG)
(20' LONG)
TYPICAL DETAILS OF 20' VINYL SHEET PILING
& CORNER TIE BACKS
NOT TO SCALE
WALERS (SEE DETAILS THIS SHEET)
CL -9900 VINYL SHEET PILING
3" J 6'-0"
NOTE: TIE BACK POST VARY IN
DISTANCE, NOT TO EXCEED 6'.
DEADMAN TIE BACK DETAILS FOR 20' VINYL
SHEET PILING & CORNER TIE BACKS
NTS
NOTE:
ALL HARDWARE SHALL BE
GRADE 316 STAINLESS STEEL
UNLESS OTHERWISE NOTED.
1"0 STAINLESS STEEL
TIE ROD (TYP.)
B" x B••
TREATED WALER
4"
12"0 EXTERIORPILING
NOTE: ALTERNATE UPPER/LOWER WALER SPLICES ON EXTERIOR PILES,
WALER SPLICE DETAILS
NOT TO SCALE
STAINLESS STEEL NUT & 1"0 STAINLESS STEEL
FLAT WASHER (TYP.) TIE ROD (TYP.)
ALL DEADMAN ANCHORS TO BE
10" DIA. TREATED WOOD
PILING 12' LONG (UNLESS NOTED)
TYPICAL DEADMAN ANCHOR DETAILS
NOT TO SCALE
FOR REVIEW ONLY

ENTERED OPENING/ \ 5/8"0 MOUNTING
M EXHAUST SIZED 4'-0"
AS NEEDED HOLES AS NEEDED
STAINLESS STEEL SPACING TO FOR ADJUSTMENT
u_eoLT 1 FIT ENGINE
_______________GALVANIZED CHANNEL_
14 3' FRAME AND BRACE
WELDED WIRE MESH
—1—METAL IN GALVANIZED FRAIAE
STUDS, ALL SIDES OF
EXHAUST PENETRATION / �--
INTERIOR VIEW SECTION VIEW
EXHAUST PENETRATION DETAIL
SCALE: 1" = 6"
4'0 SCH. 40 Gy5.4
PIPE ROLLER
3/4"0 4" 5/8" THRU BOLT
3-1/2"
_.6,73/8" STEEL
PLATE
2-3/4"
PROPOSED ROLLER DETAIL
SCALE: 1" = 6"'
1-3' LONG C4x5.4 SUPPORT
BOLTED THROUGH WALL AND
MOUNTED ELECTRIC BACKING TREATED 2"X8"
LIFTING WENCH 2_4' LONG C5.6.7 SUPPORTS
12 VOLT -2 TON MIN V BOLTED THROUGH WaLL
ADJUST HEIGHT
AS REQUIRED TO
PROVIDE ALIGNMENT
OF SHAFT, MOTOR
AND GEARBOX
CROSS BRACES
1/4" THICK BOTH ENDS LSI
ALUMINUM DRIP PAN ALL MEMBERS C4x5.4
G ALL WELDS TO BE
D CONTINUOUS ALL AROUND
>3'-3'
PROPOSED CARRIER FRAME I50
SCALE: 1"3/4" THREADED NIPPLE
& DRAIN PLUG
PROPOSED DRIP PAN SIMPSON H6 STRONG TIE
EACH FLOOR JOIST ON
SCALE. 1' ` 1' SIMPSON H6 BOTH ENDS. STRONG TIEEACH STUD
BOLT TO CARRIAGE
FOR SIABNZATION
- C5.8.7
5/8" THRU BOLT
/,,-C4+5.4 BRACE SIMPSON H7 STRONG TIE
B" 0 PILING
BOLTED TO FLOOR
ROOF STRAPPING DETAIL FLOOR STRAPPING DETAIL
SCALE: 1' = V SCALE: 1" = 1'
C5.6.7 -ALL STRAPPING TO BE GALVANIZED AND INSTALLED PER MANUFACTURER ^ALL S7RApPING TO BE GALVANIZED AND INSTALLED PER
RECOMMENDATIONS. MANUFACTURER RECOMMENDATIONS.
FOR REVIEW ONLY
12" MIN � ALL MEMBERS CLEANED AND
\%/ PAINTED WITH EPDXY AFTER
WELDS MADE.
,,

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4
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51
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06
q.
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41"
,b NC Onemv
Aa NQG n�Ie-Geogeagh Analysis NC 911. Board i Center for �aand
Legend
Campbefl Creek
Smith Creek Boating Access Area,
Pump rHouse Project 0 Campbell Crk Impd. Pump House
Beaufort County gamelands 2014