20091030 Ver 2_CAMA Application_20220630

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
MEMORANDUM:
FROM:
NORTH CAROLINA
Environmental Quality
June 30, 2022
Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregq.bodnar©ncdenr.gov
SUBJECT: CAMA Major Permit Application Review
Applicant: NC Wildlife Resources Commission
Project Location: NC Hwy 33 Hobucken Pamlico / Beaufort County
Proposed Project: To replace existing pump station and platform, piping associated with the
pump, and replace existing water control structure with bulkhead repair.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by July 21, 2022. If you have any questions
regarding the proposed project, contact Ashley Grandy [phone] when appropriate, in-depth
comments with supporting data is requested.
REPLY:
PRINT NAME
AGENCY
SIGNATURE
DATE
This agency has no objection to the project as proposed.
**Additional comments may be attached**
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.
NORTH CAROLINA
Department of Environmental Quality
North Carolina Department of Environmental Quality Division of Coastal Management
Washington Office 943 Washington Square Mall Washington, North Carolina 27889
252.946.6481

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
June 30, 2022
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregq.bodnar(c�ncdenr.gov
SUBJECT: CAMA Major Permit Application Review
Applicant: NC Wildlife Resources Commission
Project Location: NC Hwy 33 Hobucken Pamlico / Beaufort County
Proposed Project: To replace existing pump station and platform, piping associated with the
pump, and replace existing water control structure with bulkhead repair.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gre_gq Bodnar at the address above by July 21, 2022. If you have any questions
regarding the proposed project, contact Ashley Grandy [phone] when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
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.
PRINT NAME
AGENCY
SIGNATURE
DATE
agwrriaanmmniauu+r V
North Carolina Department of Environmental Quality I Division of Coastal Management
Washington Office 1943 Washington Square Mall t Washington, North Carolina 27889
252.946.6481

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC Wildlife Resource Commission
2. LOCATION OF PROJECT SITE: At 34782 NC Hwy 33 E. on Spring and Hunting Creeks near the town
of Aurora in Beaufort Co. NC
Location - 35° 16' 08" N 76° 36' 59" W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — Feb.18, 2022
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — June 27 ,2022
Office — Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Beaufort/Pamlico County
Land Classification from Beaufort/ Pamlico County LUP — Farm or Open Land, Water (estuarine
waters)
(B) AEC(s) Involved: EW, PTA, PTS, ES
(C) Water Dependent: YES
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned — N/A
(F) Type of Structures: Existing -- Pump platform, Pipe, Water Control Structure, bulkhead, Foot
Bridge
Planned — Pump platform, Piping, Water Control Structure, Bulkhead
Repair
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED
[AREA]
FILLED
(A) Non Vegetated Wetlands(canal
Bottom)
198 ft2
(Pipe from pump
to impoundment)
(B) Wetlands
58 ft2(platform)
(C)
(D) Total Area Disturbed: ± 256 ft2
(E) Primary Nursery Area: yes
(F) Water Classification: SC;NSW,HQW
Open: No
8. PROJECT SUMMARY: The applicant proposes to replace existing pump station and platform, piping
associated with the pump, and replace existing water control structure with bulkhead repair.

North Carolina Wildlife Resources Commission
Goose Creek Game Lands
1720 Mail Service Center
Raleigh,NC 27699
Protect Setting:
4/28/2022
The NC Division of Wildlife Resources has submitted a CAMA Major Permit application to
replace existing pump, pump support deck, and associated distribution piping in the Spring Creek and
Hunting Creek waterfowl impoundments. They have also proposed to replace the water control
structure on the Spring Creek impoundment. The property is located at 34783 NC 33 Hwy E. in Aurora,
NC at the borders of Beaufort and Pamlico Co. The property is located on 20,300 feet of Hunting and
Spring Creek and the 930 acre tract and 1200 acre tract are maintained as public recreation/hunting
land. Approximately 270 acres of the property is diked and flooded waterfowl impoundments. Existing
structures within the impoundment areas are foot bridges, water control structures, a distribution pump
and the piping that is associated with these pump systems. Coastal wetlands extend for most of the
shoreline.
Adjacent upstream property is non developed State owned public recreation/hunting land with
a public boat ramp on it. The property downstream is US Government/US Coast Guard property and
developed as a USCG station. Hunting Creek is listed as Inland Waters and classified as SC:NSW,HQW by
the Environmental Management Commission. Spring Creek is listed as Coastal Waters and classified as
SC:NSW,HQW by the Environmental Management Commission. They are both in the Tar/Pamlico River
Basin.
Project Description:
The applicant proposes to replace the existing shared pump, motor, 6'x6.1'deck structure and
7.1'x4' control pan& access for the impoundments as well as the associated discharge piping to the
Spring Creek and Hunting Creek impoundments. In the Hunting Creek impoundment, the applicant
proposes to replace an existing water control structure and repair damaged bulkhead.
Anticipated Impact:
The project will create localized turbidity in the connected tidal canals associated with the pipe
and raiser replacement and bulkhead repair.
Kent Vaughan

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
PARCEL ID;
7506-83-7470
STREET ADDRESS:
Spring Creek Impoundment; Hwv 33, 2.1 mi north of intersection with Hwv 304
Please print:
Property Owner:
North Carolina Wildlife Resources Commission
The undersigned, registered property owners of the above noted property, do hereby authorize
Malcolm Baldwin , of Ducks Unlimited
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
1720 Mail Services Center; Raleigh, NC 27699-1720
Telephone:
919-707- O/.
I hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
uthorized Signature
Date: 2, /".--; �2

CAMA MP-1 Project Narrative
Spring and Hunting Creek Pump Station Replacement
This project is being done at the request of and in partnership with the North Carolina Wildlife
Resources Commission (NCWRC). The project site is owned and managed by NCWRC to provide habitat
to wildlife and recreational opportunities to the public. The proposed work is within the Spring Creek
and Hunting Creek Units, existing managed impoundments within the Goose Creek Game Land.
The proposed project includes replacing the existing pump, motor, electrical service, pump support deck
and the associated piping to both Spring and Hunting Creek Units. The existing distribution pipe to the
Hunting Creek Unit crosses under an existing tidal canal. The area of this crossing will be isolated by a
temporary steel sheet pile coffer dam on each side and the water pumped out. The existing pipe will be
removed in replaced by excavation and the new pipe will be placed in the same trench.
At both interior discharge points, the existing pipe penetrates a bulkhead and is controlled by a rising
gate. Upon removal of the existing distribution pipe, the bulkhead penetrations will be patched and
backfilled. The proposed distribution pipe will utilize 2-45 degree bends to create a "dragon head"
discharge above the bulkhead.
In addition, an existing water control structure located in the Spring Creek unit will be replaced. The
new water control structure will be installed in the same footprint. The internal bulkhead will be tied to
the new water control structure on each side.
The project proponent hereby certifies that all information herein is true, accurate and complete to the
best of my knowledge.
The project proponent herby requests that the certifying authority review and take action on this CWA-
401 certification request within a applicable reasonable period of time.

DOM MP t
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Wildlife Resources Commission
Project Name (if applicable)
Goose Creek GL - Spring and Hunting Creek Pump Station
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
1720 Mail Service Center
PO Box
City
Raleigh
State
NC
ZIP
27699
Country
USA
Phone No.
- - ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Ducks Unlimited, Inc.
Agent/ Contractor 1: First Name
Malcolm
MI
M
Last Name
Baldwin
Agent! Contractor 2: First Name
MI
Last Name
Mailing Address
1010 Bankton Circle; Suite 200
PO Box
City
Hanahan
State
SC
ZIP
29410
Phone No. 1
843 - 789 - 0417 ext.
Phone No. 2
843 - 277 - 8231 ext.
FAX No.
Contractor #
F-0873
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
252-806-2808 1-888.411C0AST .. www.ticcoastatmanagernent.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Bueafort
Street Address
State Hwy 333
State Rd. #
33
Subdivision Name
City
Hobucken
State
NC
Zip
-
Phone No.
- - ext.
Lot No.(s) (if many, attach additional page with list)
a. In which NC river basin Is the project located?
Tar -Pamlico River Basin
b. Name of body of water nearest to proposed project
Hunting Creek
c. Is the water body identified in (b) above, natural or manmade?
®Natural DManmade DUnknown
d. Name the closest major water body to the proposed project site,
Goose Creek
e. Is proposed work within city limits or planning jurisdiction?
DYes al No
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
4. Site Description
a. Total length of shoreline on the tract (ft.)
20,300
b. Size of entire tract (sq.ft.)
12,786,166.8 sq.ft. (293.53 ac)
c. Size of individual tot(s)
(if many lot sizes, please attach additionl page with a list)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
5.0 ❑NHW or ®NWL
e. Vegetation on tract
The majority of the tract is forested with the primary species being pine and oak. Adjacent to the waterways, there is tidal
marsh habitat. There are two man-made tidal impoundments on the tract that contain wetland vegetation and are managed
for migratory birds.
f. Man-made features and uses now on tract
The managed tidal impoundments on the tract are man-made. There are also two parking lots and one boat ramp on the
tract. Site is part of a game land and is managed for migratory bird habitat and public access for recreation. Site utilizes an
existing electric pump that is in need of replacement.
g. Identify and describe the existing land uses adiacent to the proposed project site.
NC HWY 33 splits the tract. All adjacent parcels are similarly composed of forest land and tidal marsh. Adjacent to the
project site, tidal impoundments are managed to provide wildlife habitat.
h. How does local government zone the tract?
N/A
i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
DYes ❑No ®NA
j, Is the proposed activity part of an urban waterfront redevelopment proposal? DYes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. DYes ®No DNA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a DYes ®No DNA
National Register listed or eligible property?
<Form continues on next pages
252.808.2808 i-888•44RCOAST www.nccoastatrnanagenient.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
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.
nla
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 proposed work is to repair an existing facility that is a public game land. The site is a tidal impoundent managed for
migratory birds and used for public recreational hunting.
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.
Standard framing tools and tecniques will be used to construct the pump support deck. to addition, the work will require a
track hoe and dump trucks to drive piles and install piping, repair and backfili existing bulkhead walls.
d. List all development activities you propose.
Replace existing pump station and support deck, replace existing aluminum water control structure and repair bulkhead wall
as needed.
e. Are the proposed activities maintenance of an existing project, new work, or both? maintnance
f. What is the approximate total disturbed land area resulting from the proposed project? 0.5 DSq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area DYes No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Pump will remain intake only for filling impoundment. The water control structure will continue to discharge in the same
location
I. Wilt wastewater or stormwater be discharged into a wetland? DYes ®No DNA
If yes, will this discharged water be of the same salinity as the receiving water? OYes DNo DNA
j. Is there any mitigation proposed? ['Yes No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
252•B08.280B .. 1-888-4FRCO4ST www.nccvastaltnnnagernent.net

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) am 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 See Attached 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.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for protects in oceanfront and inlet areas. (Must be signed by properly 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 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
01-31-22 Print Name _NCWRC by Malcolm Baldwin its Agent
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information
❑DCM MP-3 Upland Development
DCM MP-4 Structures Information
®DCM MP-5 Bridges and Culverts
252-80E3-2808 .. 1.888-411COJ\ST .. tivyn,v.nccoastalntnnagernent.not

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ® This section not applicable
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ❑Private/Community
b. (i) Will the facility be open to the general public?
❑Yes ❑No
c. (i) Dock(s) andlor pier(s) d. (i) Are Finger Piers included? ❑Yes ❑No
(ii) Number If yes:
(iii) Length (ii) Number
(iv) Wdth (iii) Length
(v) Floating ❑Yes ❑No (iv) Width
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? ❑Yes ❑No f. (i) Are Boatlifts included? ❑Yes ❑No
If yes: If yes:
(ii) Number (ii) Number
(iii) Length (iii) Length
(iv) Width (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 andlor channel
['Open water; no dredging required
❑Other; please describe:
h. Check all the types of services to be provided.
❑ Full service, including travel lift andlor 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: I. (i) Will the facility be open to the general public?
['Yes ❑No
m. (i) Will the facility have tie pilings?
❑Yes ❑No
(li) If yes number of tie pilings?
252•BOB•2803 ;; .I-OBB-4RCOAST :: www.nccoastalnianact.ernent.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA 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. (1) 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?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marinaldocking facility proposed within a primary or secondary nursery area?
[Yes ❑No
252-808.2308:: 1.88B-4RCOAST:: wwal,nccoastalniahacteme:itmet revised: 12/27/06

Form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
['Yes DNo
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
OWL ❑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)
®This 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 Fitl.) ® This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.)
® This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS
®This section not applicable
a. is the structure(s):
❑Commerciar ❑PubliclGovernment DPrivate/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252.808.2808 ::.1-888•4RCOAST :: www.nccoastalmari.ajeinent.iiet revised: 12127f06

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities,
80'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
End of 20' Wide Canal
e. (I) Will navigational aids be required as a result of the project?
❑Yes tglNo DNA
(ii) If yes, explain what type and how they will be implemented.
N/A
d. Water depth at waterward end of structure at NLW or NWL
3.0' NWL
8. OTHER
❑This section not applicable
a.
Give complete description:
Pump Support Platform- consists of one wooden deck (6.0'x6.1' pump platform and 7.1'x4.0' control panel access) extending
6.1' beyond the existing bulkhead. Deck consists of 7 piling and treated framing material to support a 12" stainless steel pipe
replacing an existing pump and support deck. The deck is necessary to keep, motor and electrical service above the flood
elevation.
Date
2/16/22
Project Name
Goose Creek GL - Spring and Hunting Creek Pump Station
Applicant Name
NCWRC by Malcolm Baldwin_its Agent
Applicant Signatu
252•808-2808 :: '14II68•4RCOA5i :: wwrw.iiccoastalntandEler�ient.eet revised:/2127106

Fong ©CM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ®This section not applicable
a. Is the proposed bridge:
❑Commercial ❑Public/Government ❑Private&Community
c. Type of bridge (construction material):
b. Water body to be crossed by bridge:
d, Water depth at the proposed crossing at NLW or NWL:
e. (i) Will proposed bridge replace an existing bridge? DYes DNo f, (i) Will proposed bridge replace an existing culvert? DYes ❑No
If yes, If yes,
(ii) Length of existing bridge: (ii) Length of existing culvert:
(iii) Width of existing bridge: (iii) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge: (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL:
(Explain)
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Length of proposed bridge: h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? DYes El No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: Increasing the existing navigable opening? DYes ❑No
k. Navigation clearance underneath proposed bridge:
m. Will the proposed bridge cross wetlands containing no navigable
waters? DYes ❑No
If yes, explain:
If yes, explain:
I. Have you contacted the U.S. Coast Guard concerning their
approval? DYes ❑No
if yes, explain:
n. Height of proposed bridge above wetlands:
2. CULVERTS ['This section not applicable
a. Number of culverts proposed: 1
b. Water body in which the culvert is to be placed:
Hunting Creek
C Form continues on backs
252.808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagerneni.net
revised: 10126f06

For111 DCM MP-5 (Bridges and Culverts, Page 2 of .4”
c. Type of culvert (construction material):
HDPE pipe that will cross under the creek to carry water from the pump unit to the Hunting Creek Impoundment. This will not
impede access or navigation through the creek In addition an existing aluminum pipe will be replaced in the Spring Creek Unit.
It will be replaced, in place between two existing bulkheads so no wetland impact is anticipated.
d. (i) Will proposed culvert replace an existing bridge?
❑Yes ®No
If yes,
(ii) Length of existing bridge:
(ill) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge;
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert: 32' at crossing
h. Height of the top of the proposed culvert above the NHW or NWL.
-3.5
i.
Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
®Yes DNo
If yes,
(ii) Length of existing culvert(s): 32' at crossing
(iii) Width of existing culvert(s): 19" OD
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain) Y
g. Width of proposed culvert: 20" 00
i. Depth of culvert to be buried below existing bottom contour,
12"
k. Will the proposed culvert affect existing water flow?
If yes, explain:
❑Yes No
3. EXCAVATION and FILL
®This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ❑No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
c. (i) Wril the placement of the proposed bridge or culvert require any
high -ground excavation? ['Yes ❑No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated;
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (BB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
DCW ❑SAV ❑SB
OWL [None
(ii) Describe the purpose of the excavation in these areas:
252.808.28D8 :: -1-888-4RCOAST :: www.nccoastalmanactenient.net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(I) Location of the spoil disposal area:
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? ❑Yes ❑No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ❑Yes ❑No
(v) Does the disposal area Include any coastal wetlandslmarsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)7
❑CW ❑SAV OWL ❑SB :None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ['Yes ❑No
if yes, give dimensions if different from (ii) above.
e. (I) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described In Item d above) to
be placed below NHW or NWL? ❑Yes ❑No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
g. (I) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in item d above) to
be placed on high -ground? ❑Yes ❑No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
f. (i) WIII the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlandslmarsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
Dew ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? ❑Yes ®No
If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
b. Will the proposed project require the construction of any temporary
detour structures? :Wes ®No
If yes, explain:
Form continues on back>
252.8013-2808 :: 1-888-4RCOAST :: www.nccoastaimanagernerit.net revised: 10/26/06

Form ®CM MP-5 (Bridges and Culverts, Page 4 of 4)
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
controlled?
❑Yes ®No
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Excavator
9•
Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
f. Will wetlands be crossed in transporting equipment to project site?
©Yes No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
2/16/22
Date
Goose Creek GL - Spring and Hunting Creek Pump Station
Project Name
NCWRC by Malcolm Baldwin its agent
Applicant ame
A licant Signature
252-808.2308 :: 1-888-4IWCDAST :: wwvv.rfccoastalmanagemont.ntat revisd: 10i26106

1
1
11
1
0
or
rn
cn
01
0
�o
2:1a
zcn
o m
8 cz°
< :z u
m-o m
cnRc
moz
zC')�,�
Ps
mZ
5
z
0
l0
3D I lOSaa
N OIS SIWWOO
c
`-d O
LI
zrA) z
o
R� O°y�
zn1-3
ly H
T
0
z
n

9
z
i
co
i
co

\
k
0
w
A
I
?
ua

0
r
J
=z
co O
0
Zctw;' D:
0 C'Y 'L:
U) w
wz--JQ 6
Z
�0�(Uf1 e
CCCtzo vs
CL Z 0 Q
W 1.41 Z UJ
crcL<I
O3
c
I
0
z
ox
-J
X
Lai 2
U W
ZO>
DFa
• =VI2
▪ 00.0
0aav,
O
Lai VIZ 0
• 0.
• Et
rn
0
w
N
N
O
sz
N
Y g
CIDZOE
DZUg

-or+
SCALE: 1 `=4O'
wcc
4
<
0
Lx. Z
D
4 o �tno coz
x U J�Q ��
z x (/�
a d p cc id ILI Z I-- o 1 H
CL 205 O'¢¢m O toQM
I- 0Nco2 W cQ Z�L.LI O
ZD II--
a. DpX 0 1-
W N
g NI I- - �pU
CC
Ut+XZ
Z 7¢O
l!1
rw
Z mw 0_ �Li0In
iutItrgiL_ 2 p O
0I- a 40,
O YI-w nd 0 ¢ � 6.
Ow Li] �� ,`,�v ,`.. % �r
LLZ g 0 f� :O: v'.�:
0 �llm Q z ~ Q QN 'i ..
PANEL ACCESS
TOP OF BANK
0o
z
m
L.
0
N
w
W
(71
a
NW .0
� Z W
ImO
0r
z
o
O
ZZVU
N�z
zz.
wwoo
amVaw
ceuau- 000wa
• . a 4
•
N M
.............

o a
o
\ Z U)
G) m
o m
--zv�ax
Z G)�
m
n r_
rnz
Ul
0
a)
0
cD
0
O
0
v
.
•
.1
r . . .
....
. . . .
....
.
!.
.(..,..••
. .
. . .
fTI N
.
. \
ANAL -
CEMAIN TO PASS
EX CANAL
12'MIN C•'7
IMENIIMMENN
WETLAND. LINE
0
N
r-
v
r
!f
o
x
v
v
-a
m
rin n��T
O
O
0
"; ,A1m2
co0 � v
6t
$
11
•
HUNTING
CREEK UN3T
WETAND LINE
2m$m
AIMLESS STEEL
Y'VALVE; MATE
ALEWT. ATTAC
HDPE FLANGES
STEEL COUP
• •o
2
/
-1ro
•ALL PIPE SUF
—TOBE20'LE
8' DIAMETER
o i
o
w0
$
i 8
AFER—STYLE
RMAN WRY
ED• wm I •
AND
•
HEAD DIS
45 DEGREE HD
A
x "d
. . .
o
Dv
-
.
mg
C
. o
oZ
it . . .
O
2
rn
ri
rx
WETLAND LINE
z
r

0
N
tn
z
m
cn
0
z
0
OoI
I
w
N01103S M3IA 31IJO ld
O
C]
W
O
CO
0
T-FITTING TO
PUMP STATION
D
CO :Si -
Ca
,n
G;
Y
Fp1
7PMv
j,..,.
m s� D
C()
�
FFp.
. G/'
Z '
rt
AIMLESS STEEL
Y VALVE; WATERI
TTAOHED WITH 41
STAINLESS STEF,
E TURN UP-
E BENDS AND
,or
S Y>_
%ice
csI
. .
•
S
..
3NP1 ONV11.DA
I
o tip
";
�v
UNfl )133210
ONIadS
414
110
0
O
O
r
N
O
SUPPORT
24' LENGTH
" DIAMETER
EMBEDMENT
rn
m Ca
to
O
1
Tit
•
- iu
.
•
'
/
WF714
m
PUMP MOUNTING
TO DECK BY ST
ANGLES, MINJMU
DIRECTIONS. SE
0„
.mm.dN
O
O
s
Ili.
sz
0F.VZv
atim
Q .
c
tCiN
1
T-F]TTINO' IMPOUNDMENTS
• . 1•Ii
UNE

O
Ka
N
to
m
0
co
z
n
co
c0
o 01 0
z
a
0
0
01
O
0
Z
WF7i pp I INF
MLIL M LIMG
NVld I1lIS

CgoZC
C7
gigr A
W
.e
411
(0
m
c0
0
I0
m
ap
z in
E C1R1
>a>n
rmz
CALryxP1
Kaz C)
-I-1 n
n OZ
zc, rr
n�
+i z
a
z
n
I
SO
DDT D`1
-1 -1 z -1 z
O zD
W N m -s &
o — C) 11
> 0
U)00D cool
��o cn I 0
z
II x
rD 0 -I —
m0 z
ED Cn > -u
z > D r
0
z ( )
o 0
P1
CA
N
AVW 'NfS