38-17 NCWRC

Permit Class "- Permit Number
E NEW 3847
STATE OF NORTH CAROLINA
Dep'artmehl of Environmental Quality
and
Coastal'Resources Commission S qp ` O
QL 6L �arsa0jr 3049P
for
X Major Development:in an Area of Environmental Conce °or;o� ar;o�ai
pursuant to NCGS-113A-118
X Excavation and/or filling pursuant to NCGS 113-229.. -
Issued to NC Wildlife Resources Commission, -1720 Mail Service Center,. Raleigh;- NC 27699
'Authorizing development in Onslow County at adi. to the A1WW, 656 Island Drive (NC
Hw3210), North -Topsail 'Beach as requested in the permidde's'application dated 1.1/17/16. inel. attached
workplan drawings'(6) PS-2 PD-3 PD-4 PD=5 PD-6 and PD-6.1 all dated 11/17/16.
This permit, issued on March 28, 2017 is subject to compliance with the application (where consistent,.with the permit), all applicable regulations, special conditions and notes set forth below: Any violation of these terms may
ie sunject to nnes, imprisonment or ctvu action;
Boat Ramp'-& Docks
1) This permit authorizes only the relocated boat ramp and associated docks, and other•structures and
uses located in or over the water that are expressly and specifically'set forth in the permit application.
No other structure, whether floating or stationary, shall become a permanent part of this boating
access area without permit modification. No non -water dependent uses of structures shall be
conducted on, in or over Public Trust waters without permit modification.
2) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
boating access area. Any sewage discharge at the boating access area shall be considered a violation
of this permit for which the pennittee is responsible. This prohibition shall be applied and enforced
throughout the entire existence of the permitted structure.,
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval:
All work must cease when the permit expires on
December 31, 2020
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
/Zac. Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

NC Wildlife, Resources Commission
3)
•.j q)
5)
ADDITIONAL CONDITIONS
Tlie boat ramp, shall either be.poured at anupland location and pushed into place once hardened, orpoured;
entirely, within a watertight containment structure. Live concrete shall not be -allowed to contact waters
of:the State or. waters that will enter waters of the State.'
The permittee shall maintain'the • authorized work in;good condition and in conformance with the terms
and conditions of this permit. The permittee is not. relieved of this requirement if he abandons the
permitted activity without having if transferred to a third"party.
The permittee shall install and maintain at his expevse.any: signal lights _or signals prescribed by the U.S.
Coast Guard, through regulafron-or otherwise, on the authorized facilities.' At a'minimum, permanent,_
reflectors shall;be. attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
6) This permit does not authorize any formalized boat slips.
7) No portion of the authorized floating docks shall extend past the alignment depicted on the plans.
8) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
.Excavation
9) In order to protect juvenile shrimp and finfish populations, no excavation shall be permitted between
April 1 and September 30 of any year without prior approval from the Division of Coastal Management
in coordination with the appropriate resource agencies.
10) No. new excavation shall take place outside the area indicated on the attached workplan drawings.
Excavation shall not exceed -5 feet below normal low water. In no case shall the depth of excavation
exceed the depth of the connecting waters.
11) No vegetated wetlands shall be excavated or filled, even temporarily.
12) The authorized project is located within a designated Primary Nursery Area (PNA). Therefore, in
accordance with T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging
or excavation within the PNA shall be permitted. New dredging in any manner, including "kicking"
with boat propellers, is not authorized. This prohibition shall be applied and enforced throughout the
entire existence of the permitted structure.
Spoil Disposal
13) All excavated materials shall be confined above normal high water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
14) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.

NC Wildlife Resources Commission Permit No. 38-17
Page 3 of 4
ADDITIONAL CONDITIONS
15) No spoil material is to be placed within 30 feet of the normal high water line.
Maintenance Clause
161) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of any
maintenance work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for spoil disposal, and the estimated amount of material to be removed. The
location, design and holding capacity of the spoil disposal site shall be approved by a representative
of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
Upland Development
17) Unless specifically altered herein, this permit authorizes the vehicle -trailer parking area and other land
disturbing activities associated with the development of the above referenced property, all as expressly
and specifically set forth in the attached permit application and workplan drawings. Any additional land
disturbing activities and/or construction may require a modification of this permit. Contact a Division of
Coastal Management representative at [phone] for this determination.
Stormwater Management
18) A stormwater management permit from the Division of Energy, Mineral and Land Resources will be
required for the authorized project. A copy of the stormwater management approval shall be obtained
and a copy provided to the Division of Coastal Management prior to the initiation of any development
activities authorized by this permit.
Sedimentation and Erosion Control
19) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
20) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
21) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within 30 days of project completion.
U.S. Army Corvs of Engineers Conditions
22) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all
requirements therein. The guidelines can be found at http://www.fws. ovg_/nc-
es/mammal/manatee Puidelines.adf.

NC Wildlife Resources Commission
Permit No. 38-17
Page 4 of 4
ADDITIONAL CONDITIONS
23) The permittee understands and agrees that, if future operations by the United States require the removal,
relocation, or other alteration, of the structure or work herein authorized, or if, in the opllllon of the
Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to the free navigation of the navigable waters, the permittee will be required, upon due
notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or
obstructions caused thereby, without expense to the United States or the State of North Carolina.
24) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
25) Approval of the structure is based on determinations that there would be no obstruction to navigation.
The structure may be damaged by wave wash from passing vessels. Issuance of this permit should not
be construed, as relieving the permittee of taking proper steps to insure the structure and moored boats
will not be damaged by wave wash.
26) The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before
completion of the work will, without expense to the United States and in such time and manner as the
Secretary of the Army or his authorized representative may direct, restore the water or wetland to its pre -
project condition.
General
27) This permit shall not be not be assigned, transferred, sold, or otherwise disposed of to a third party
without the written approval of the Division of Coastal Management.
28) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers assigned the proposed project Action ID No. SAW-2009-
01776.
NOTE: The N.C. Division of Water Resources assigned the proposed project DWR Project No. DWR-
2009-1007v2.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

Division of Coastal Manastm—ent
Application Processine Notes
Applicant: NC Wle.0 — ,N O N S" W Y OAT 1 N GVCC-OSS 44-12V —
Type (check all that apply)
NEW ✓ MAJOR MOD MINOR MOD RENEWAL TRANSFER
Permit Coordinator: �I css-n�
Field Representative: S- OM L
Date/Time
Messaee
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RECEIVED
MAR 3 0 2017
DCM- MHD CITY

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Application Processing Notes
Applicant: �JC106C—
Type: (check all that apply) .
New Major Mod_ Permit#_ Minor Mod_ Renewal_ Transfer'_
Permit Coordinator:
Field Representativf
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Permit Class
NEW
Permit Number
38-17
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Crmit
for
X Major Development in an Area of Environmental Concern
pursuant w NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to NC Wildlife Resources Commission,1720 Mail Service Center, Raleigh, NC 27699
Authorizing development in Onslow County at adi. to the AIW W, 656 Island Drive INC
Hwy 21Q1. North Topsail Beach as requested in the petmittee's application dated 11/17/16, incl. attached
workplan drawings (6) PS-2 PD-3 PD-4 PD-S PD-6 and PD-6.1 all dated 11/17/16.
This permit, issued on March 28, 2017 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
�e subject to tins, imprisonment or ctvu action; or may cause me permit w oe nun ana vora.
Boat Ramp & Docks
I) This permit authorizes only the relocated boat ramp and associated docks, and other structures and
uses located in or over the water that are expressly and specifically set forth in the permit application.
No other structure, whether floating or stationary, shall become a permanent part of this boating
access area without permit modification. No non -water dependent uses of structures shall be
conducted on, in or over Public Trust waters without permit modification.
2) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
boating access area. Any sewage discharge at the boating access area shall be considered a violation
of this permit for which the permittee is responsible. This prohibition shall be applied and enforced
throughout the entire existence of the permitted structure.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other Signed by the authority of the Secretary of DEQ and the
qualified persons within twenty (20) days of the issuing date. Chairman of the Coastal Resources Commission.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance. kot24t "%- /�
Any maintenance work or project modification not covered W YAc Braxton C. Davis, Director
hereunder requires further Division approval. RECEIVED Division of Coastal Management
All work must cease when the permit expires on
MAR `t and its conditions are hereby accepted.
December 31, 2020
In issuing this permit, the State of North Carolina agrees[DC M - M H D CITY
your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee

NC Wildlife Resources Commission Permit No. 38-17
Page 2 of 4
ADDITIONAL CONDITIONS
3) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or poured
entirely within a watertight containment structure. Live concrete shall not be allowed to contact waters
of the State or waters that will enter waters of the State.
4) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
5) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
6) This permit does not authorize any formalized boat slips.
7) No portion of the authorized floating docks shall extend past the alignment depicted on the plans.
8) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
Excavation
9) In order to protect juvenile shrimp and finfish populations, no excavation shall be permitted between
April 1 and September 30 of any year without prior approval from the Division of Coastal Management
in coordination with the appropriate resource agencies.
10) No new excavation shall take place outside the area indicated on the attached workplan drawings.
Excavation shall not exceed -5 feet below normal low water. In no case shall the depth of excavation
exceed the depth of the connecting waters.
11) No vegetated wetlands shall be excavated or filled, even temporarily.
12) The authorized project is located within a designated Primary Nursery Area (PNA). Therefore, in >-
accordance with T15A:07H.0208 of the Rules of the Coastal Resources Commission, no dv dredgint
or excavation within the PNA shall be permitted. New dredging in any manner, includin&Wcking" l:-
with boat propellers, is not authorized. This prohibition shall be applied and enforced thrO04Cthe
entire existence of the permitted structure. W o
Spoil Disposal W
13) All excavated materials shall be confined above normal high water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
14) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.

NC Wildlife Resources Commission
Permit No. 38-17
Page 3 of 4
ADDITIONAL CONDITIONS
15) No spoil material is to be placed within 30 feet of the normal high water line.
Maintenance Clause
16) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of any
maintenance work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for spoil disposal, and the estimated amount of material to be removed. The
location, design and holding capacity of the spoil disposal site shall be approved by a representative
of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
Upland Development
17) Unless specifically altered herein, this permit authorizes the vehicle -trailer parking area and other land
disturbing activities associated with the development of the above referenced property, all as expressly
and specifically set forth in the attached permit application and workplan drawings. Any additional land
disturbing activities and/or construction may require a modification of this permit. Contact a Division of
Coastal Management representative at [phone] for this determination.
Stormwater Management
18) A stormwater management permit from the Division of Energy, Mineral and Land Resources will be
required for the authorized project. A copy of the stormwater management approval shall be obtained
and a copy provided to the Division of Coastal Management prior to the initiation of any development
activities authorized by this permit. RECEIVED
Sedimentation and Erosion Control MAR 3 0 2017
19) In order to protect water quality, runoff from construction shall not visibly itn thw ft
suspended sediments in adjacent waters.
20) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
21) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within 30 days of project completion.
U.S. Army Corps of Engineers Conditions
22) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all
requirements therein. The guidelines can be found at htti)://www.fws. og v/nc-
es/mammal/manatee guidelines.pdf.

NC Wildlife Resources Commission
Permit No. 38-17
Page 4 of 4
ADDITIONAL CONDITIONS
23) The permittee understands and agrees that, if future operations by the United States require the removal,
relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the
Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to the free navigation of the navigable waters, the permittee will be required, upon due
notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or
obstructions caused thereby, without expense to the United States or the State of North Carolina.
24) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
25) Approval of the structure is based on determinations that there would be no obstruction to navigation.
The structure may be damaged by wave wash from passing vessels. Issuance of this permit should not
be construed, as relieving the permittee of taking proper steps to insure the structure and moored boats
will not be damaged by wave wash.
26) The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before
completion of the work will, without expense to the United States and in such time and manner as the
Secretary of the Army orhisauthorized representative may direct, restore the water or wetland to its pre -
project condition.
General
! ECEIVED
27) This permit shall not be not be assigned, transferred, sold, or otherwise sposed of to a third party
without the written approval of the Division of Coastal Management. MAR 3 0 Z017
28) The permittee and/or his or her contractor shall meet with a represerbltMf tM Fffisea-f*r to
project initiation.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers assigned the proposed project Action ID No. SAW-2009-
01776.
NOTE: The N.C. Division of Water Resources assigned the proposed project DWR Project No. DWR-
2009-1007v2.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

>/
Proiect Narrative
Project Information:
West Onslow Beach Boating Access Area
Perquimans County
Engineer:
Myers Mast, PLA / Sara Sherman, PE
North Carolina Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699
Project Summary:
Date: 12/20/2016
JAN 0 5 2017
DCM- IVHD CITY
The West Onslow Boating Access Area project it located at the end of Shrimp Lady
Lane. off of Island Drive (NC Highway 210). in North Topsail Beach, NC. The current
property is a gravel parking area with a two lane concrete boat ramp and wood floating
dock. The ramp is on an unnamed channel that is approximately 1000' in length from the
Intracoastal Waterway. The access area is open 24 hours a day, 7 days a week free of
charge to the boating public. The area is unmanned and receives routine maintenance at
two week intervals during boating season. The current conditions of this site are
substandard, and at this time NC Wildlife would like to complete a renovation of the
access area to bring it up to the current access area standards.
This property is within the NCDOT Right -of -Way of Island Drive/Highway 210 and
NCWRC holds an encroachment agreement with NCDOT to operate & maintain the
boating access area. NC WRC received a CAMA permit for construction of the boat ramp
facility and dredging of the channel in 1984. Other CAMA permits have been granted
since for dredging of the access channel and upgrades to the boat ramp and floating dock.
This project involves the renovation of the current WRC boating access area. This site
renovation will include a new, relocated double lane launch ramp, floating dock, a new
ADA accessible parking space, a re -built floating dock in the location of the old ramp,
and dredging. Construction will also include the asphalt paving of the gravel parking lot..
Impervious Surface:
The total project area within the NCDOT Right -of -Way is 42,003 sf (.96 acres). The pre -
development impervious surface on the site is 32,006 sf (76.68 %). The post -
development impervious surface on the site is 31,288 sf (74.82 %). The net loss is 778 sf.
The entirety of impervious surface loss is within the 75`AEC buffer.
RECEIVED
DCt,A 00,AINGTON. NG
DEC 21 Z�I6

Dredging:
RECEIVED
JAN 0 5 2017
Dredging is required for this project. The access channel was previousl3Qre*dM kI CITY
as part of a ramp & dock renovation, under CAMA major permit #5-10. The previous
maintenance dredge was to a depth of -5 feet. The current depth of the channel varies, but
is an average depth of-3.77'. Therefore, to excavate to the desired depth of -5', the
average removal depth is 1.23'. The area to be dredged is 15' wide for approximately
930', totaling 16,786 sf. The revised plans, dated 11/17/2016, show additional dredging
to the location of the current rump/proposed floating dock. This dredging will be done
bucket to barge and will remove approximately 765 cubic yards of material.
The dredge spoil will be hauled off -site as to not interfere with ramp & parking lot
construction activities. During a site visit with the CAMA representative, it was
determined that no Submerged Aquatic Vegetation was present in the area to be
excavated.
Per NCDOT/NCWRC encroachment agreement, all dredging activity is to maintain a
minimum 10' setback from all bridge structures.
Existing Stormwater Conditions:
The existing site has no stormwater controls. The current runoff is both infiltrated in
vegetated areas or sheet flows off the site. The current drainage patterns will not be
changed by this renovation.
Ramps/Docks:
The proposed project includes the construction of a 38' wide x 76' long, concrete launch
ramp. The ramp lanes are 15' wide with an 8' wide center abutment. An 8' floating dock
will be installed between the ramps. Beneath the floating dock, the ramps are widened to
16' wide so that the floating dock can rest on the concrete at times of low water. The
remainder of the ramp area beneath the floating dock, below NWL is rip -rap fill.
The new ramp will be constructed approximately 190' to the north of the existing ramp,
centered between the existing bridge bents. The ramps will be cast on site and then
pushed in place with a bulldozer. The upper portion of the ramp (above NWL) and the
abutment will be cast in place. The concrete slab of the existing ramps and floating dock
will be removed and a new free standing floating dock and abutment will constructed in
its place. The free standing floating dock will provide users an additional point of
embarkment, as the length of the floating docks are limited.
The average channel width is 140', therefore %. of the average channel width is 35' A 35'
offset line from the NWL has been shown on sheet PD-2.0, Layout Plan. It was
determined by the CAMA representative that the two dock structures shaJkhtd
beyond the existing bridge bents. DOMwluffl""''"i me
DEC 21 2016

DO MP-1
IN
APPLICATION for
Malor Development Permit
(last revised 12/27/06)
North Carolina
RECEIVE
5 wlttJ��11A��N 0 5 2017
DIVIS�°O d I fWMANXGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Wildlife Resources Commission
Project Name (if applicable)
West Onslow Boating Access Area
Applicant 1: First Name
Division of Engineering & Lands Management
MI
Last Name
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
1720 Mail Service Center
PO Box
City
Raleigh
State
NC
ZIP
27699
Country
Phone No.
910-707-0150 ext.
FAX No.
919-707-0162
Street Address (if different from above)
1751 Varsity Dr.
City
Raleigh
State
NC
r276:
Email
2. Agent/Contractor Information
Business Name
North Carolina Wildlife Resources Commission
Agent/ Contractor 1: First Name
MI
Last Name
Myers
Mast
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1720 Mail Service Center
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27699
919-707-0344 ext.
ext.
FAX No.
Contractor #
919 707 0162
Street Address (If different from above)
City
state
ZIP
1751 Varsity Dr.
Raleigh
NC
27606-
Email
[e-mail]
<Form continues on back> RECEIVED
DCMrrWrr ILMINGTON, NC
DEC212wr--
252-808-2808 .. 1-888-4RCOAST .. www.riccoastalmanagement.net

Form DCM MP-1 (Page 2 of 4) R EC E IV
a' Development Permit
JAN 0 5 2017
3. Project Location
County (can be multiple)
Street Address D C M fln 01SQUY
Onslow
656 ISLAND DRIVE (NC HIGHWAY 210)
210
Subdivision Name
City
State
Zip
n/a
North Topsail Beach
NC
28460 -
Phone No.
Lot No.(s) (if many, .attach additional page with list)
n/a - ext.
n/a, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Intracoastal Waterway
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
Intracoastal Waterway
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
North Topsail Beach
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
435'
42,003 sf
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
n/a, I I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
4' ❑NHW or ®NWL
e.
Vegetation on tract
The site is an existing gravel parking lot with some grasses and wax myrtles at the edges.
f.
Man-made features and uses now on tract
Wood kiosk, gravel parking area, metal guardrail, pole lighting, and concrete boat ramp with wood floating dock.
g.
Identify and describe the existing land uses adiiacent to the proposed project site.
Marsh & waterway.
In,
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
N/A - Tract is within NCDOT Right -of -Way
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does k involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page> RECEIVED
DCM WILMINGTON. NE
DEC 212016
252.808-2801; ..-,-6b8-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 3 of4) APPLICATION for Ya
Major Development Permit
m. (i) Are there wetlands on the site?
❑Yes ®No
(ii) Are there coastal wetlands on the site?
❑Yes ONo R G C F e
(III) If yes to either (i) or (ii) above, has a delineation been conducted?
❑Yes ❑No
(Attach documentation, if available)
JA N 0 5 Z
n. Describe existing wastewater treatment facilities.
None
DCM- M,HD
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This is a renovation of an existing Wildlife Resources Commission boating access area. The renovation will include the
relocation of a double lane concrete boat ramp and floating dock, construction of a new ADA accessible parking space, and
resurfacing of the parking area with asphalt. The project will include the maintenance dredging of existing access channel.
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.
Construction equipment will include (but not limited to) excavators, backhoes, bull dozers, motor graders and dump trucks.
Marine construction may include a barge and trackhoe. All equipment will be stored on site.
d. List all development activities you propose.
Construction will include a two lane launch ramp, a floating dock, manuevering area, boat trailer/single car parking, and
dredging.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 32,066 ®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.
Currently, storm water sheet flows into the access channel and adjacent property. The proposed development will not add
any point discharge and will continue to drain as it currently does.
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.
/L-®
j%
CITY
<Form continues on back> RECEIVED
DCM WILMINGTON, NC
DEC 21 Z016
252-808-2808 .. 1-888-4RCOAST .. www.nccoasialmanage,nent.net

/� ii 4ti
Form DCM MP-1 (Page 4 of 4) REV'Kira'joFQ
r Development Permit
JAN 0 5 2017
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if appl,�t l�/(;e(Inf01'rt!I/for the application
package to be complete. Items (a) — (0 are always applicable to any major developme a Kilo, a cddl/ffssUUI�t th 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 Mr. Richard Barnes Phone No.
Address PO Box 25045, Winston Salem, NC 27114 - 5045
Name Ocean Sound Village Corp. Phone No.
Address 1200 N. Federal Highway, Suite 411, Boca Raton, FL 33432
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 Major 5-10 (2009 Ramp Replacement & Dredge)
CAMA Genral 7134-D (1990 Install Rip -Rap Stabilization)
CAMA Major 110-84 (1984 Ramp Construction & Dredge)
h. Signed consultant or agent authorization forth, if applicable.
i. Wetland delineation, 9 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.
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 11/17/2016 Print Name _Myers Mast
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts RECEIVED
®DCM MP-3 Upland Development DCM WILMINGTON. NC
®DCM MP-4 Structures Information DEC 212016
252-808-2808 :: 1-888-4RCOAST :: www.nccoasta lmanagement. net

52
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
RECEIVED
JAN 0 5 2017
DCM- N:HD CITY
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial I$ IPublic/Government ❑Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ❑No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes ®No
(ii) Number ,f���� 2.
If yes:
(iii) Length Y"I XXZO �
(ii) Number
(iv) Width 8' 8
(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 _
III) Number
(iii) Length
(iii) Length
IN) Width
(iv) Width
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
n/a
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
n/a
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats: _
® Boat ramp(s); number of boat ramps: 2
❑ Other, please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
®Open water; dredging for basin and/or channel Mixed types
❑Open water; no dredging required
[--]Other; please describe:
k. Typical boat length: 24' I. (!)Will the facility be open to the general public?
®Yes ❑No
m. (i) Will the facility have tie pilings? RECEIVED
❑Yes ®No DCM WILMINGTON, NC
(ii) If yes number of tie pilings?
DEC 21 2016
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmananement.net revised: 12/27/06

41
Form QCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS RFC
C F I®TFiseection not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project. R� ��I/ CC U
❑ Office Toilets JAN 0 5 2017
❑ Toilets for patrons; Number: _; Location:
❑Showers DCM- MHD CITY
❑ 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.
I. 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 gushing?
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
M WILMINGTON, NC
DEC 21 2016
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement_net revised: 12/27/06

Form DCM MP-4 (Structures, Page 3 of 4)
RECEIVED
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ❑No JAN 0 5 2017
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. �C a M_ A N
❑CW ❑SAV ❑SB IVND CITY
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 ❑PublidGovemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(III) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PublidGovemment ❑Private/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.)
RECEIVED
DCM WILMINGTON, NO
DEC 212016
252-808-2808 :: 1-888-4RCOAST :: w vv.nccoastal management. net revised: 12/27/06

Form DCM MP-4 (structures, Page 4 of 4)
w
a. Proximity of structure(s) to adjacent riparian property lines
135' at closest point
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Width of water body
130'-140' channel
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
d. Water depth at waterward end of structure at NLW or NWL
5 RECEIVED
JAN 0 5 2017
DCM- MHD CITY
& OTHER ®This section not applicable
a. Give complete description:
11/17/16
Date
West Onslow Beach Boating Access Area
Project Name
R. Myers Mast
A�p�pl'liiccaaanntt Name
{,dl
Ap icant Signature
RECEIVED
DCM WILMINGTON, NO
DEC 212016
252.808-2808 :: 1-888-4RCOAST :: www.nccoastaimananement.net revised: 12/27/06

tv
Form DCM MP-2
EXCAVATION and FILL
RECEIVED
JAN 0 5 2017
(Except for bridges and culverts) �p{.�� ^'
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other section's'bf tfi�JdxM Tip
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
N/A
930'
N/A
76'
N/A
N/A
67'
Width
N/A
15'
N/A
38'
N/A
N/A
34'
Avg. Existing
N/A
-3.77'
N/A
-1.5'
NA
NA
-1.5'
Depth
Final Project
N/A
-5'
N/A
5' NWL
NA
NA
5' NWL
Depth
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Existing concrete ramp, base, sand, silt
New ramp - 112 cy, Existing ramp - 43 cy, Maintenance dredge -
765 cy, Total - 920 cy
c. (i) Does the area to be excavated include coastal wetlandstmarsh
(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
(ii) Describe the purpose of the excavation in these areas:
N/A
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Onslow County Landfill
c. (i) Do you claim title to disposal area?
[]Yes ZNo ❑NA
(it) 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
OWL ®None
(it) Describe the purpose of disposal in these areas:
d. High -ground excavation in cubic yards.
42 cubic yards
❑This section not applicable
Dimensions of disposal area.
Unknown. Landfill to direct.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(it) If yes, where?
N/A
f. (i) Does the disposal include any area in the water?
❑Yes ®No [IRA
(it) If yes, how much water area is affected?
WA
l)CA9 WILf•AINOT®N, Ns
DEC 21 2016
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmanauement.net revised: 12/26/06

UA
Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length:
w
LJBulkhead LJRiprap LJl3reakwatersnl LJutner: _
c. Average distance waterward of NHW or NWL:.5'
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead baddill _ Riprap
Breakwater/Sill— Other
I. Source of fill material.
Width:
d. Maximum distance waterward of NHW or NWL:
JAN U5 2017
D
f. (i) Has there been shoreline erosion during TZt V Hp CITY
months?
❑Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouoht to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CM,
If yes,
(ii) Amount of material to be placed in the water 19cv
(iii) Dimensions of fill area 38'xl7'
(iv) Purpose of fill
Ramp construction
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt fence where necessary. Ramps will be poured on high ground.
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.
N/A
November 17, 2016
Dale
West Onslow Beach Boating Access Area
Project Name
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
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator, Bulldozer, Backhoe
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.
N/A
R. Myers Mast
Appl7 e
Applicant Applicant Signature _ C5CA4 WIU IINGTON, Nc
r r n + %`,:Ili
252.808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12126/06

TA2
Form DCM MP-3 RECEIVED
UPLAND DEVELOPMENT JAN 05 2017
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other ss'ections- of the Joini ITY
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 1
n/a
c. Density (give the number of residential units and the units per
acre).
n/a
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No UNA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
75.48%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
74.82%
j. Describe proposed method of sewage disposal.
n/a
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down' and residential discharges).
surface runoff
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
31,288 sf /.72 ac.
I. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt parking area, concrete apron, abutment & boat
ramp
h. Projects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: _09/14/2016
k. Have the facilities descdbed in Item (1) received state or local
approval?
❑Yes []No UNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[]Yes ❑No UNA
If yes, attach appropriate documentation.
0CM WECEIVED
ILMINGTON, NC
DEC 21 2016
252.808-28082 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

Form .DCM MP-3 (Upland Development, Page 2 of 2)
72
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
n/a
o. When was the lot(s) platted and recorded?
1984
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
11/17/16
JAN 05 2017
Date
West Onslow, Beach Boating Access Area
_
D C M-MHD CITY
Project Name
R. Myers Mast
Applican amee ,,
_ • Yk.
Applicant Signature
RECEIVED
DCM WILMINGTON, NC
DEC 21 2016
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

le
RECEIVED
DIVISION OF COASTAL MANAGEMENT 1AN 0 5 2017
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Wildlife Resource Commission WMOMMYCITY
Onslow Beach Boating Access Area.
2. LOCATION OF PROJECT SITE: 656 Island Drive, North Topsail Beach, Onslow County.
Photo Index— 2006: 28-6492, G-J, 2-3 Lat: 34°29'51.09"N Long: 77°25'40.79"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 12/29/16
Was Applicant Present — No
5. PROCESSING
Application Received Complete — 12/21/16
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of North Topsail Beach
Land Classification from LUP — Developed / Conservation
(B) AEC(s) Involved: EW, PT, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing — Parking lot, boat ramp and fixed docks
Planned — Replace boat ramp(s) and floating dock(s) and
improve parking. Maintenance dredging is also proposed.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
13,950 sq. ft.
(access channel)
2,014 sq. ft.
(ramp installation)
960 sq. ft.
(incorporated)
(Open water
(C) Other — High ground
Unknown
(dredge disposal at
31,288 sq. ft.
landfill)
(parking area)
(D) Total Area Disturbed: 48,212 sq. ft. (1.10 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: YES
8. PROJECT SUMMARY: The applicant proposes to re -develop and improve the public boat ramp
located at 656 Island Drive, North Topsail Beach, which is referred to as the "West Onslow Beach
Boating Access Area" (WOBBAA). In addition, the applicant proposes to maintenance dredge the
existing canal, located immediately adjacent to the site.

vl�
NCWRC - West Onslow Beach Boating Access Area RECEIVED
Page 2
JAN 0 5 2017
9. PROJECT DESCRIPTION:
MM MHD CITY
The project site is located at 656 Island Drive, adjacent to Stump Sound, in North Topsail Beach, Onslow
County. To get to the site from Wilmington, take NC Highway 17 north toward Jacksonville. Turn right
onto Old Folkston Road (approximately 28 miles from Wilmington) and continue to the intersection of
Old Folkstone Road and NC Highway 210. Turn right and cross over the high rise bridge onto Topsail
Island. Turn left at the first paved entrance on the left known as "Shrimp Lady Lane" and the project site
will be located along the left hand side at the terminal end.
The project site is located within an NC Department of Transportation (NCDOT) right-of-way/easement.
However, permission has been granted by NCDOT, authorizing the NC Wildlife Resources Commission
to reconfigure and improve the existing public boat ramp. The subject tract is approximately 1 acre in
size, with approximately 435 linear feet of shoreline frontage along a man-made canal bordering the
AIW W and Stump Sound. Elevations at the site range from 3'-5' above normal high water (NHW) and
water depths average approximately -3.0' deep, relative to Normal Low Water (NLW). The property is
bordered by Alligator Bay and an undeveloped spoil island to the north, a man-made canal to the south,
the AIW W to the west and the Town of North Topsail Beach to the east. There is an existing paved road
(Shrimp Lady Lane) that leads from Island Drive to the subject property. Currently, the public boat ramp
facility consists of a gravel parking area, two -single ramps and one -floating dock. According to the
applicant, the existing concrete ramps and floating dock would be removed as part of this project.
As for the natural conditions at the site, the majority of vegetation consists of scrub type with a mixture of
coastal wetlands located along the southern and northern shorelines. Coastal Wetland vegetation in these
areas include: Salt Marsh Cordgrass (Spartina alterni,Jlora), Glasswort (salicornia spp.), Spike Grass
(Distichlis Spicata) and Salt Meadow Grass (Spartina patens). The Coastal Wetlands on site range in
width from 2' to 150'. It should be noted the areas in the immediate vicinity of the existing and proposed
ramp(s) are void of any Coastal Wetlands. Cobble to boulder size rubble exist along the shoreline within
the transition zone between the normal low water (NLW) line and the edge of high ground.
The Onslow Land Use Plan classifies the upland areas of this project as conservation. The waters of the
project site are classified as SA-ORW by the NC Division of Water Quality. The NC Division of Marine
Fisheries HAS designated this area of Stump Sound as a Primary Nursery Area, and the waters adjacent
to the proposed project are OPEN to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant proposes to re -develop and improve the public boat ramp located at 656 Island Drive, North
Topsail Beach, which is referred to as the "West Onslow Beach Boating Access Area" (WOBBAA). In
addition, the applicant proposes to maintenance dredge the existing canal, located immediately adjacent to
the site.
As proposed, the applicant would eliminate the existing two-lane concrete boat ramp and floating dock
and replace the floating dock only, abandoning the existing ramp. The new floating dock would be
installed in the same location as the existing dock and would include two-8' x 20' sections bolted end -to-
-end, totaling 8' x 40'. The concrete which comprises the boat ramp would be removed and the bottom
contour would be maintained at its current depth through the proposed maintenance dredging activities. In
this location, the proposed floating dock would be positioned so that the terminal end of the float would
not extend beyond (waterward) the existing bridge bent (footer) which is located within the man-made
canal.

V
RECEIVED
NCWRC — West Onslow Beach Boating Access Area
Page 3 JAN 0 5 2017
Re -development of the subject property would include paving the existing gravel d aye
designating lanes for single and trailer parking (to include handicap), creating a " n nV I I Y
lane", installation of a kiosk (sign) near the new ramp and installation of a new two-lane ramp with single
floating dock.
Beginning along the entrance to the ramp, the applicant proposes to grade and pave the existing gravel
parking area, which is an area approximately 85' x 340', or 28,900 sq. ft. Currently, there are no
identifiable, or designated parking spaces, and the applicant proposes to improve parking by creating both
single vehicle and trailered spaces using lanes and wheel stops. In total, twenty-seven (27) parking spaces
would be created as part of the renovation, including the handicap space located at the far end of the
property, immediately adjacent to the proposed ramp. The remaining twenty-six (26) parking spaces
would be located along the northern edge of the property, adjacent to the existing guard rail. A 10' x 120'
tie -down area would be created along the southern portion of the parking area, at the base of the proposed
ramp, and a small kiosk would be installed just to the west. According to the application package, the
overall percentage of impervious coverage within the Coastal Shoreline Area of Environmental Concern
(AEC), as a result of the proposed project, would total approximately 75%, with roughly 31,288 sq. ft.
being graded, filled and/or disturbed. The re -development plan would result in a net reduction of
approximately 778 sq. ft. of impervious coverage. On November 7, 2016, NCDEMLR's Stormwater
Section authorized the proposed project as a redevelopment — State Stormwater exclusion, subject to
project no. SW8090804.
The proposed ramp would be located in the far northwest corner of the property and would consists of
two concrete launch/retrieval ramps and one floating dock. As designed, the boat ramps would include a
single 20' x 38' concrete pad, placed at the top of the ramp, and two-15' x 75' concrete strips (ramp
proper) along either side of the ramp approach and floating dock. An 8' x 40' floating dock (2-8' x 20'
sections) would be installed between the two ramps, which would span toward the south, into the man-
made canal. As shown on the attached workplan drawing (Sheet No. PD-2.0), the floating dock would
terminate along the alignment of the existing bridge bents; however, the proposed concrete ramps would
extend approximately 12'-15' beyond. This length appears to be necessary in order to gain the correct
"rise/run" of the ramps. Approximately 2,014 sq. ft. of shallow bottom habitat would be impacted as a
result of the proposed boat ramp(s).
In addition to the proposed ramp(s), floating docks and parking areas, the applicant proposes to
maintenance dredge the majority of the man-made basin, or at least the center line of the canal and
connecting areas surrounding the ramps and dock. As proposed, a 15' x 930' cut would be made along the
center of the canal, within the confines of what appears to be the "historical" limits of dredging. The
dredge cut would originate from the area surrounding the existing boat ramp and would continue toward
the west, ultimately tapering off along the edge of the AIW W. Existing depths within the footprint of the
proposed dredge cut average approximately -1.5' (NLW), and the applicant proposes to deepen the cut to
a depth of approximately -5.0', NLW. The proposed dredge cut does not appear to include any beds of
submerged aquatic vegetation, no shellfish beds, and no Coastal Wetlands. In total, approximately 920
cubic yards of dredge spoil material would result from the project, all of which would be transported, via
roadway, to the Onslow County landfill.
10. ANTICIPATED IIWPACTS:
The proposed NCWRC - West Onslow Beach Boating Access Area re -development plan would disturb
approximately 2,014 sq. ft. of previously disturbed shallow bottom area (due to ramp installation), and
would incorporate approximately 960 sq. ft. of open water area (floating dock construction).

NCWRC — West Onslow Beach Boating Access Area
Page 4
The proposed parking area would result in the grading and paving of approximately 31,288 sq. ft. of
highground. The proposed maintenance dredginglexcavation would result in the removal of
approximately 920 cubic yards of material from an area measuring 15' x 930' x -5.0'. The open water
structures would be located within the applicant's area of riparian access. Minor increases in turbidity
should be expected during construction/development.
Submitted by: Jason Dail Date: 1/3/2017 Office: Wilmington
RECEIVED
JAN 0 5 2017
DCM- MHD CITY

I
Coastal Management
ENVIRONMENTAL WO Vr`(
March 3, 2017
NC Wildlife Resources Commission
c/o Mr. Myers Mast
1720 Mail Service Center
Raleigh, NC 27699
Dear Mr. Mast:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
This letter is with reference to your application for a Coastal Area Management Act Major
Development permit to undertake development activities at property adjacent to the
Atlantic Intracoastal Waterway (AIWW), at 656 Island Drive (NC Highway 210), in North
Topsail Beach, Onslow County.
Although processing of the application is nearing completion, additional time is needed for
this office to complete the review and make a decision on your request. Therefore, it is
necessary that the standard review time be extended. An additional 75 days is provided by
G.S.113A-122(c) which would make May 20, 2017, the new deadline for reaching a decision
on your request. However, we expect to take action prior to that time and will do so as soon
As possible. In the interim, if you have any question on the status of your application, do not
hesitate to contact me by phone [phone] or e-mail at: [e-mail].
Sincerely,
���22.e'G�'I-fits (�l7Gr�d
Heather Coats
Assistant Major Permits Coordinator
cc: Wilmington/MHC Files
State of North Carolina I Environmemal Quality I Coastal Management
Morehead City office 1 400 Commerce Avenue I Morehead City, NC 28557
252 808 2808
RECEIVED
MAR 0 8 2017
DCM- MHD CITY

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: NC Wildlife Resources Commission COUNTY: Onslow
PROJECT NAME: West Onslow Boating Access Area
LOCATION OF PROJECT: 656Island Dr., adjacent to the AIWW, in North Topsail Beach
DATE APPLICATION RECEIVED COMPLETE BY FIELD:12-21-16 ✓
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded:
CONSISTENCY DETERMINATION: Attached: n/a To Be Forwarded: n/a
RECEIVED
JAN 0 5 2017
DCM- MHD CITY
FIELD REPRESENTATIVE: Jason Daa/U DISTRICT OFFICE: WILMINGTON
DISTRICT MANAGER REVIEW: .Y� may—
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE REC'D: 1-6-17 ✓< 6<
ADJ. RIP. PROP NOTICES REC'D:
APPLICATION ASSIGNEED1 TO: S
C) 75 DAY DEADLINE: W
MAIL OUT DATE:1-3-17
FEDERAL DUE DATE:
FEE REC'D: $400 / Ref# 0000086271 ✓
END OF NOTICE DATE: 1-27-17
DEED`REC' I)OT ENLRQA�I+. IZ/Zyt''
ON: 1 1
150 DAY DEADLINE:
STATE DUE DATE: 1-27-17
� • ulul�l► w �
PERMIT FINAL ACTION: ISSUE DENY DRAFT
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
✓
Coastal Management - LUP Consistency
1 V 1
Division of Community Assistance
Land Quality Section (DEMLR)
Division of Water Resources (401)
3 ��
Storm Water Management (DEMLR)
f l I b 1 b
✓
> tdeU ¢I.Od"s
State Property Office
Z b
Division of Archives & History
Division of Environmental Health
► ] i
Division of Highways
q 1�
Wildlife Resources Commission
I
lVlpyp[t0/. C.O'I
Local Permit Office
Division of Marine Fisheries / DCM
Vivo
''
/ ��• (av�
Corps of Engineers
foS (1(lIl%

Recommendations for State Permit— NCWRC — West Onslow Beach Boating Access Area
Square footage of dock calculated as follows:
JAN 05 2017
8' x 80' Floatin access ccess pier 640 ft'
Shoreline Length = 435' x 8 sq. ft. = 3,480 sq. ft. 2,000 ft.' Allowable DC M- IVE H D CITY
It is the staffs recommendation that the proposal to construct a public boating access area with driveways,
parking areas, boat ramp(s) and floating access pier appears to be CONSISTENT with the Rules of 15
NCAC 7H.0206 (d) Use Standards for Estuarine Waters, and Rules of 15 NCAC 7H.0207 (d) Use Standards
for Public Trust Areas, Rules of 15 NCAC 7H.0208 (b) Specific Use Standards.
It is the staffs recommendation that the proposal to construct a public boating access area with driveways,
parking area, boat ramp and floating access pier appears to be CONSISTENT with the Rules of 15 NCAC
7H.0208 (b) (6) (A) Specific Use Standards for Piers and Docking Facilities states "Piers shall not exceed
six feet in width. Piers greater than six feet in width shall be permitted only if the greater width is necessary
for safe use, to improve public access, or to support a water dependent use that cannot otherwise occur."
The applicant has stated that the need for piers wider than six feet is to aid both boaters with disabilities
and the general public; the width of the piers is consistent with previously permitted boating access area
improvements.
It is the staff s recommendation that the proposal to construct a public boating access area with driveways,
parking areas, boat ramp and floating access pier appears to be CONSISTENT with the Rules of 15 NCAC
7H.0208 (bx6XB) Specific Use Standards for Piers and Docking Facilities states "the total square footage
of shaded impact for docks and mooring facilities (excluding the pier) allowed shall be eight square feet
per linear foot of shoreline with a maximum of 2,000 square feet. In calculating the shaded impact,
uncovered open water slips shall not be counted in the total. Projects requiring dimensions greater than
those stated in this Rule shall be permitted only if the greater dimensions are necessary for safe use, to
improve public access, or to support a water dependent use that cannot otherwise occur. Size restrictions
shall not apply to marinas." The proposed project is the development of a public boating access area and
the applicant has stated that the proposed dimensions are necessary to provide access to both boaters with
disabilities and the general public.
It is the staffs recommendation that the proposal to construct a public boating access area with driveways,
parking areas, boat ramp and floating access pier appears to be CONSISTENT with the Rules of 15 NCAC
711.0208 (b)(6)(G) Specific Use Standards for Piers and Docking Facilities states, "pier and docking facility
length shall be limited by: (i) not extending beyond the established pier or docking facility length along the
same shoreline for similar use; (This restriction does not apply to piers 100 feet or less in length unless
necessary to avoid unreasonable interference with navigation or other uses of the waters by the public); (ii)
not extending into the channel portion of the water body; and (iii) not extending more than one-fourth the
width of a natural water body, or human -made canal or basin. Measurements to determine widths of the
water body, canals or basins shall be made from the waterward edge of any coastal wetland vegetation that
borders the water body. The one-fourth length limitation does not apply in areas where the U.S. Army
Corps of Engineers, or a local government in consultation with the Corps of Engineers, has established an
official pier head line. The one-fourth length limitation shall not apply when the proposed pier is located
between longer piers or docking facilities within 200 feet of the applicant's property. However, the
proposed pier or docking facility shall not be longer than the pier head line established by the adjacent piers

or docking facilities, nor longer than one-third the width of the water body." The proposed access pier
would not extend beyond the outer bridge bents which should be considered the outer most limit.
Recommendations for State Permit — NCWRC — West Onslow Beach Boating Access Area
Page Two
It is the staffs recommendation that the proposal to construct a public boating access area with driveways,
parking areas, boat ramp and floating access pier appears to be CONSISTENT with the Rules of 15 NCAC
7H.0209 (d)(2) which states "within the Coastal Shorelines category (estuarine and public trust shoreline
AECs), new development shall be located a distance of 30 feet landward of the normal water level or normal
high water level, with the exception of the following: (A)Water-dependent uses as described in Rule 07H
.0208(a)(1) of this Section." The proposed boat ramp approach is considered a water -dependant use and
would be located within 30 feet of the NHW boundary. The proposed kiosk would be installed consistent
with other pile supported information signs through the State, and as seen at multiple public boat ramps.
It is the staffs recommendation that the proposal to construct a public boating access area with driveways,
parking areas, boat ramp and floating access pier appears to be CONSISTENT with15 NCAC 07H.0208
(bx 1) and (2). It is the opinion of this office that the area for the proposed excavation is located in an area
that has been historically impacted and in continuous use for docking and navigational purposes.
This office has NO OBJECTION to the proposal construct a public boating access area with driveways,
parking areas, kiosk, boat ramp and floating access piers. Any permit issued should include the standard
permit conditions.
RECEIVED
JAN 0 5 2017
DCM- MHD CITY

am
MEMORANDUM
To: Heather Coats
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, NC Wildlife
Resources Commission (NCWRC), North Topsail Beach, Onslow County
Date: February 16, 2017
Consistenev Determination:
projectY pp a tent and not in conflict with the North Topsail Beach
Land Use Plan a date
Areas of Environmental Concern (AEC's) impacted by the proposal are EW, PT and ES.
Waters at the site are classified as SA-ORW and are open to the harvesting of shellfish.
The area is a primary nursery area.
I have reviewed this proposal for consistency with the North Topsail Beach Land Use
Plan and offer the following comments.
The general area of the project is classified Residential, while the AECs impacted by the
work are classified as Conservation.
In general, the North Topsail Beach Land Use Plan allows development in Conservation
classified AECs which is consistent with the State's minimum use standards. The North
Topsail Beach Land Use Plan contains some policies, which exceed the State's minimum
use standards. However, none of these more restrictive policies appear to be applicable
to this project.
Provided all other local, state and federal requirements can be met, this project
appears to be consistent with the North Topsail Beach Land Use Plan Update.
Cc: File

Coastal Management
ENVIRONMENTAL QUALITY
January 3, 2017
TO:
Mark Zeigler
Division of Community Assistance
Wilmington Regional Office
ROY COOPER
Gowmnr
BRAXTON DAVIS
Direcmr
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(o)ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: NC Wildlife Resources Commission (west Onslow Beach Boating Access)
Project Location: 656 Island Dr., adjacent to the AIWW, in North Topsail Beach, Onslow Co.
Proposed Project: to redevelop and improve the public boat ramp and to perform maintenance
dredging of the existing adjacent canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 27, 2017. If you have any
questions regarding the proposed project, contact Jason Dail at [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.
SIGNED C-v- DATED I / S / j 7
State of North Caroline I En"tonmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

ROY COOPER
Gommor
BRAXTON DAVIS
Director
Coastal Management
ENVIRONMENTAL QUALITY
January 3, 2017
TO: Dan Sams
District Manager-DEMLR
Wilmington Regional Office
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: NC Wildlife Resources Commission (west onslow Beach Boating access)
Project Location: 656 Island Dr., adjacent to the AIWW, in North Topsail Beach, Onslow Co.
Proposed Project: to redevelop and improve the public boat ramp and to perform maintenance
dredging of the existing adjacent canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 27, 2017. If you have any
questions regarding the proposed project, contact Jason Dail at [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'
I/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 ��u rSt �ii I G�i o DATED �1(
DCM WILMINGTON, NC
JAN 0 9 2017
JAN p 9.2011 '
State of North Carolina I Environmental Quality I Coastal Management
127 Cardin.] Dnve Exl., Wilmington, NC 28405

e
t.;
Water Resources
Environmental Quality
North Carolina Wildlife Resource Commission
Attn. Myers Mast
1720 M 'I S Center
March 7, 2017
ROY COOPER
Governor
WCHAEL S. REGAN
Secretary
S. JAY ZRWIAERMAN
Director
DWR Project # 20091007v2
QpsIpw p'Vnty
al ervice
Raleigh, NC 27699
Subject Property: West Onslow Boating Access Area, North Topsail Beach
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Mast:
You have our approval, in accordance with the attached conditions and those listed below to perform maintenance
excavation and redevelopmentof an existing public boat -ramp, as described in your CAMA application dated November
17, 2016 and received by the Division of Water Resources (Division) on January 3, 2017. After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification Number 3900 (GC
3900).
This Certification allows you to use the General Permit No.198000291 when issued by the US Army Corps of Engineers
and the CAMA Major Permit when issued by the Division of Coastal Management. In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your project including
(but not limited to) Erosion and Sediment Control, Non -discharge, Water Supply Watershed, and stormwater
regulations. Also, this approval to proceed with your proposed Impacts or to conduct Impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed
on the following pages.
The Additional Conditions of the Certification are:
Impacts Approved
RECEIVED
MAR 3 0 2017
The following impacts are hereby approved as long as all of the other specific and genferm biiriddltlr�si�tl�te STY
Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental
imnacts-
Amount Approved Units
Plan Location or Reference
Open Waters
Approximately 0.32 acres
Sheets PD-1.0 through PD-6.1, and
(Dredged)
project narrative
Approximately 0.05 acres
Filled
Coastal wetlands
WA
404/401 wetlands
NIA
iEC .i VED
•f?"Nothing Compares'. =-._.
UGM WILMINGTON, NC
State of North Carolina I Environrtwntal Quality MAR 0 S 2017
127 Cardinal Drive Extension Wilmington, North Carolina 28,105
910-796.7215

West Onslow Boating Access Area- Onslow County
DWR Permit # 20091007v2
March 7, 2017
Page 2 of 3
This approval is for the purpose and design described in your application. The plans and specifications for
this project are incorporated by reference as part of the Certification. If you change your project, you must
notify the Division and you may be required to submit a new application package with the appropriate fee.
3. The applicant shall require his contractors (and/or agents) to comply with all of the terms of
this Certification, and shall provide each of its contractors (and/or agents) a copy of this Certification.
4. This General Certification shall expire on the same day as the expiration date of the corresponding General
Permit. The conditions in effect on the date of issuance of the Certification for a specific project shall remain in effect
for the life of the project, regardless of the expiration of this Certification.
5. The applicant/permkee and their authorized agents shall conduct all activities in a manner consistent with
State water quality standards (including any requirements resulting from compliance with 303(d) of the Clean Water
Act), and any other appropriate requirements of State and Federal law. If the Division determines that such standards
or laws are not being met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, than the Division may reevaluate and
modify this General Water Quality Certification.
6. All mechanized equipment operated near or in surface waters will be regularly inspected and
maintained to prevent contamination of waters from fuels, lubricants, hydraulic fluids or other potential toxic
chemicals. In the event of a hydrocarbon or chemical spill, the penoitee/contractor shall immediately contact
the Division of Water Resources, between the hours of 8 am to 5 pm at the Wilmington Regional Office at
910.796.7215 and after hours and on weekends call (800) 85"368. Management of such spills shall comply
with provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act.
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant and/or authorized agent is required to return the enclosed certificate of
completion form to the NCDENR DWR 401 and Buffers Unit North Carolina Division of Water Resources, 1617 Mail
Service Center, Raleigh, NC, 27699 within ten days of project completion (the certification of completion is also
available at:
htto://i)ortal.nedenr.orq/webM/swp/ws/401/Certsandpermits/apply/forms/.
Violations of any condition herein set forth may result In revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or
CAMA Permit.
This approval and its conditions are final and binding unless contested. This Certification can be contested as provided
in Articles 3 and 4 of General Statute 1508 by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the OAH at }
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAR A petition is cons�ed U
filed when the original and one (1) copy along with any applicable OAH filing fee is received in the OAH during MAWal 0 0
office hours (Monday through Friday between 8:00 am and 5:00 pm, excluding official state holidays). c _
The petition may be faxed to the OAH at [phone], provided the original and one copy of the petition alon th "
any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed trensmissi Z

West Onstow Boating Access Area- Onstow County
DWR Permit # 20091007v2
March 7, 2017
Page 3 of 3
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
One (1) copy of the petition must also be served to DEC:
Sam M. Hayes, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If sending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you
have any questions, please telephone Robb Mairs in the DWR Wilmington Regional Office at 910.796,7215 or
Robb. Mairs(ancdenr.gov.
Sinc ely,
Ji Greg n, Regional Supery or
Wate ality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Enclosures: GC 3900
Liz Hair - USACE Wilmington Regulatory Field Office -Electronic Copy
DWR 401 & Buffer Permitting Branch file-LF
Heather Coats - DCM Wilmington -Electronic Copy
WiRO RECEIVED
MAR 3 0 2011
DCM- MHD CITY

Water Quality Certification No. 3900
CAMA PERMIT CERTIFICATION
RULES)
Water Quality Certification Number 3900 is issued in conformity with the requirements of Section
401, Public Laws 92-500 and 95-217 of the. United States and subject to the North Carolina
Division of Water Quality (DWQ) Regulations in 15A NCAC 021-1.0500 and 15A NCAC 02B .0200
for the discharge of fill material to waters and wetland areas as described in General Permits
198000291, 198000048, 198700056, 197800080, 197800125, and 198200277, Nationwide
Permits 3, 12, 13, 14, 18, 27, 29, 33, 35, 39, and 43, and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 02B .0200.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Quality (the
"Division"):
a) Activities authorized by CAMA major permits, except:
i. Boat Ramps and associated access (i.e. roads and parking lots) that involve the
excavation or filling of less than 500 square feet total of wetland and open water
area, with the exception that the excavation or filling of coastal wetlands may not
exceed 100 square feet;
ii. Shoreline protection measures that be into existing bulkheads, land or other
shoreline protection measures or do not extend waterward of the normal high water
line or normal water level more than 10 feet provided that the activity will not
involve the excavation or filling of any SAV or significant shellfish resources as
identified by the Division of Marine Fisheries and impacts less than 500 square feet
total of wetland, with the exception that the excavation or filling of coastal wetlands
may not exceed 100 square feet;
iii. Piers and docks designed to accommodate up to but not exceeding 10 vessels
(except where prohibited in ORW Waters as defined in 15A NCAC
02B.0225(7)&(8)) and where the water depth is equal to or greater than two feet of
water at normal low water level or normal water level (whichever is applicable);
iv. Maintenance dredging of less than 0.5 acres of open water or non -vegetated
wetlands provided that the applicant can provide documentation showing the
historic dimensions of the dredged channel, and no Submerged Aquatic Vegetation
or shellfish beds are excavated or filled;
V. Projects that involve only shading of waters or wetlands;
vi. Utility lines, except wastewater lines and potable water discharge lines which are
}
subject to an NPDES Permit, as long as wetland or water impacts are temporary;
® F-
vii. Upland development which involves no more than 1/10 of an acre of excavation or
Ll.( U
filling of non -coastal wetlands, with the exception than no more than 2,000 square
o
> N
feet of the non -coastal excavation or filling may take place within a Coastal
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Shoreline Area of Environmental Concern (AEC). For the purposes of this area
w
calculation, the excavation or filling impacts of the entire project must be
considered, which may include boat ramps, bulkheads or other shoreline
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Water Quality Certification No. 3900 1
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Water Quality Certification No. 3900
stabilization measures. The applicant must comply with all applicable coastal
stormwater rules,
viii. Single family home construction that results in fill of 404 wetlands as long as
written concurrence is not required from DWQ for the applicable Corps of
Engineers Nationwide Permit; or
b) Any stream relocation; or
c) Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of DWQ Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H
.1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC
0213.0200Y or
d) Any impacts to streams and/or buffers in the Neuse or Tar -Pamlico River Basins (or any
other basin or watershed with Riparian Area Protection Rules [Buffer Rules) in effect at
the time of application) unless the activities are listed as "EXEMPT' from these rules or a
Buffer Authorization Certificate is issued through N.C. Division of Coastal Management
(DCM) delegation for "ALLOWABLE" activities.
In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. If a project also requires a
CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the
two fees.
Activities included in this General Certification that do not meet one of the thresholds
listed above do not require written approval from the Division as long as they comply with
the Conditions of Certification, listed below. Activities authorized by Coastal Area
Management Act (CAMA) General Permits do not require written approval from the
Division as tong as they comply with the Conditions of Certification listed below. If any of
these Conditions cannot be met, then written approval from the Division is required.
Conditions of Certification:
1. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use
of this Certification
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification, as
authorized in the written approval from the Division or beyond the thresholds established for
use of this Certification without written authorization, including incidental impacts. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices shall be performed so that no
violations of state water quality standards, statutes, or rules occur. Approved plans aC E IVE D
specifications for this project are incorporated by reference and are enforceable parts o fh
permit. MAR 3 0 2017
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specificdtfogM- M H D C ITY
governing the proper design, installation and operation and maintenance of such Best
Management Practices and if applicable, comply with the specific conditions and
requirements of the NPDES Construction Stormwater Permit issued to the site:
a) Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal or exceed the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
Water Quality Certification No. 3900

Water Quality Certification No. 3900
b) For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c) Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
d) Sufficient materials required for stabilization andlor repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
e) If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs),
SA, WS-I, WS-II, High Quality (HOW), or Outstanding Resource (ORW) waters, then the
sedimentation and erosion control designs must comply with the requirements set forth
in 15A NCAC 04B .0124, Design Standards in Sensitive Watersheds.
3. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters.
Exceptions to this condition require application submittal to and written approval by the
Division. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, then design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands, stream beds, or banks,
adjacent to or upstream and downstream of the above structures. All sediment and erosion
control devices shall be removed and the natural grade restored within two (2) months of the
date that the Division of Land Resources (DLR) or locally delegated program has released
the specific area within the project.
4. Construction Stormwater Permit NCG010000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land. This Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated in the conditions of the permit. If your project
is covered by this permit, full compliance with permit conditions including the erosion &
sedimentation control plan, inspections and maintenance, self -monitoring, record keeping
and reporting requirements is required. A copy of the general permit (NCG010000),
inspection log sheets, and other information may be found at
h_pt v//portal ncdenr orq/web/wolws/su/nodessw#tab-w .
The North Carolina Department of Transportation (NCOOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent version
of their individual NPDES (NCS000250) stormwater permit
5. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of other
state or federal agencies and coordinated with these activities.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
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fish, larvallpost-larval fishes and crustaceans, or other aquatic species of concern shall be
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implemented. Exceptions to this condition require written approval by the resource agency
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responsible for the given moratorium.
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Water Quality Certification No. 3900 3
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Water Quality Certification No. 3900
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
6. Dredging shall not cause Shellfish Closures
The effluent water from the dredge spoil should not be released into open shellfish waters.
Shellfish Sanitation and the Division of Water Quality must be notified if this is to occur.
7. Work in the Dry
All work in or adjacent to stream waters shall be conducted so that the flowing stream does
not come in contact with the disturbed area. Approved best management practices from the
most current version of the NO Sediment and Erosion Control Manual, or the NO DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application submittal to and written approval by the
Division.
8, Riparian Area Protection (Buffer) Rules
Activities located in the protected riparian areas (whether jurisdictional wetlands or not),
within the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan, or
Goose Creek Watersheds (or any other basin or watershed with buffer rules) shall be limited
to "uses" identified within and constructed in accordance with 15A NCAC 02B .0233, .0259,
.0243, .0250, .0267 and .0605, and shall be located, designed, constructed, and maintained
to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. All buffer rule requirements, including diffuse
flow requirements, must be met.
9. If concrete is used during the construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state RECEIVED
due to the potential for elevated pH and possible aquatic life/ fish kills.
10. Compensatory Mitigation
MAR 3 0 2017
In accordance with 15A NCAC 02H .0506 (h), compensatory mitigation may be required for
losses of equal to or greater than 160 linear feet of streams (intermittent and perennial) CM- MHD CITY
and/or equal to or greater than one (1) acre of wetlands. For linear public transportation
projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation.
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for activities classified as "Allowable with Mitigation" or "Prohibited" within the
Table of Uses.
A determination of buffer, wetland, and stream mitigation requirements shall be made for any
General Water Quality Certification for this Nationwide and/or Regional General Permit.
Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington
District Stream Mitigation Guidelines (April 2003) or its subsequent updates. Compensatory
mitigation plans shall be submitted to the Division for written approval as required in those
protocols. The mitigation plan must be implemented and/or constructed before any impacts
occur on site. Alternatively, the Division will accept payment into an in -lieu fee program or a
mitigation bank. In these cases, proof of payment shall be provided to the Division before
any impacts occur on site.
Water Quality Certification No. 3900 4

Water Quality Certification No. 3900
11. Placement of Culverts and Other Structures in Waters and Wetlands
Culverts required for this project shall be designed and installed in such a manner that the
original stream profiles are not altered and allow for aquatic life movement during low flows.
Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal
profile) must be maintained above and below locations of each culvert.
Placement of culverts and other structures in waters and streams must be below the
elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than or equal to 48
inches, to allow low flow passage of water and aquatic life.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not
required, provided that all alternative options for flattening the slope have been investigated
and aquatic life movement/ connectivity has been provided when possible (rock ladders,
crossvanes, etc). Notification to the Division including supporting documentation to include a
location map of the culvert, culvert profile drawings, and slope calculations shall be provided
to the Division 60 days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that there
is sufficient documentation of the presence of bedrock. Notification to the Division including
supporting documentation such as, but not limited to, a location map of the culvert,
geotechnical reports, photographs, etc shall be provided to the Division a minimum of 60
days prior to the installation of the culvert. If bedrock is discovered during construction, then
the Division shall be notified by phone or email within 24 hours of discovery.
If other site -specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application submittal
to, and written approval by, the Division of Water Quality, regardless of the total impacts to
streams or wetlands from the project.
Installation of culverts in wetlands must ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. Additionally, when
roadways, causeways, or other fill projects are constructed across FEMA-designated
floodways or wetlands, openings such as culverts or bridges must be provided to maintain
the natural hydrology of the system as well as prevent constriction of the floodway that may
result in destabilization of streams or wetlands.
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of riprap or other bank hardening
methods.
12, All temporary fill and culverts shall be removed and the impacted area returned to natural
conditions within 60 days of the determination that the temporary impact is no longer
necessary. The impacted areas shall be restored to original grade, including each stream's
original cross sectional dimensions, plan form pattern, and longitudinal bed and bed profile,
and the various sites shall be stabilized with natural woody vegetation (except for the
approved maintenance areas) and restored to prevent erosion.
13. All temporary pipes/ culverts/ riprap pads etc, shall be installed in all streams as outlined in
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the most recent edition of the North Carolina Sediment and Erosion Control Planning and
W
Design Manual or the North Carolina Surface Mining Manual so as not to restrict stream flow
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or cause dis-equilibrium during use of this General Certification.
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Water Quality Certification No. 3900 5
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Water Quality Certification No. 3900
14. Any riprap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip -rap shall buried and/or "keyed in" such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip -rap or
other approved materials shall not result in de -stabilization of the stream bed or banks
upstream or downstream of the area.
15. Any rip -rap used for stream stabilization shall be of a size and density so as not to be able to
be carried off by wave, current action, or stream flows and consist of clean rock or masonry
material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed
except in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures.
16. If this Water Quality Certification is used to access building sites, then all lots owned by the
applicant must be buildable without additional impacts to streams or wetlands. The applicant
is required to provide evidence that the lots are buildable without requiring additional impacts
to wetlands, waters, or buffers if required to do so in writing by the Division. For road
construction purposes, this Certification shall only be utilized from natural high ground to
natural high ground.
17. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters, and protective buffers within the project boundaries in order to assure
compliance for future wetland, water, and buffer impact. These mechanisms shall be put in
place at the time of recording of the property or of individual lots whichever is appropriate. A
sample deed notification can be downloaded from the Division's web site at
http://portal ncdenr org/web/wci/swo/ws/401/certsandoermAs/apply-/forms. The text of the
sample deed notification may be modified as appropriate to sud to a specific project.
Documentation of deed notifications shall be provided to the Division upon request.
18, If an environmental document is required under the National or State Environmental Policy D
Act (NEPA or SEPA), then this General Certification is not valid until a Finding of No CE�V E
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State FtE
Clearinghouse. MAR 3 p 207
19. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted
to determine if Coastal Stormwater Regulations will be required. DCM- MHp CIT
20. This General Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals.
21. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification.
22. When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
23. Additional site -specific conditions, including monitoring and/or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Water Quality Certification No. 3900

Water Quality Certification No. 3900 '
Certification in order to ensure compliance with aft applicable water quality and effluent
standards.
24. This certification grants permission to the director, an authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the property
during normal business hours.
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide and/or Regional General Permit. The conditions in effect on the date
of issuance of Certification for a specific project shall remain in effect for the life of the project,
regardless of the expiration date of this Certification.
Non-compliance with or violation of the conditions herein set forth by a specific project may result
.in revocation of this General Certification for the project and may also result in criminal and/or civil
penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity if it is determined
that the project is likely to have a significant adverse effect upon water quality, including state or
federally listed endangered or threatened aquatic species, or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 19, 2012
DIVISION OF WATER QUALITY
By
'f �� �
Charles Wakild, P.E.
Director
History Note: Water Quality Certification (WQC) Number 3900 issued March 19, 2012 replaces
WQC Number 3641 and 3642 issued March 19, 2007, WQC Numbers 3371 and 3400 issued
March 18, 2002; WQC Number 3274 issued June 1, 2000; WQC Number 3112 issued February
11, 1997, and WQC Number 3025 issued September 6, 1995. This General Certification is
rescinded when the Corps of Engineers reauthorizes any of the corresponding Nationwide and/or
Regional General Permits or when deemed appropriate by the Director of the Division of Water
Quality.
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Water Quality Certification No. 3900 7

Coastal Management
ENVIRONMENTAL QUALITY
January 3, 2017
TO:
ROY COOPER
Govemnr
BRAXTON DAVIS
Dmecmr
ECEIVE
JAN 0 3 2017 SW U c, o&G o4"
Georgette Scott BY. r�� �✓U%�
Stormwater Section
DEMLR - WiRO
FR,QIM: e Heather Coats, Assistant Major Permits Coordinator
/ o NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a),ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: NC Wildlife Resources Commission (west Onslow Beach Boating Access)
Project Location: 656 Island Dr, adjacent to the AIWW, in North Topsail Beach, Onslow Co.
Proposed Project: to redevelop and improve the public boat ramp and to perform maintenance
dredging of the existing adjacent canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 27, 2017. If you have any
questions regarding the proposed project, contact Jason Dail at [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. — %J ePc! P%Z, f]j s/7GrN fh 2f
ch 2n g¢ r T� s/t7/ Meef r.
This agency objects to the project for reasons described in the attached
comments.
SIGNED G l/�1 G��C�L DATED i, Z
RECEIVED
IDCM WILMINGTON. NC
JAN 2 a ZC17
State of Noah Carolina I Environmental Quality I Coastal Managemrnt
127 Cardinal Drive Ext,, Wilmington, NC 28405
910-796-7215

Energy, Mineral &
Land Resources
ENVINONMENTAL QUALITY
November 7, 2016
Gordon Myers, Executive Director
NC Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699-1720
Subject: Stormwater Permit Exclusion — Redevelopment
West Onslow Beach Boating Access Area
Project Number SW8 090804
Onslow County
Dear Mr. Myers:
PAT McCRORY
Governor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Director
RECEIVED
NOV 16 2016
DCM- MHD CITY
On November 7, 2016, the Wilmington Regional Office of the Division of Energy, Mineral and Land Resources
(DEMLR) received a complete request to exclude the subject proposed redevelopment project from Stormwater
Management Permit requirements. Staff review of the plans and supporting documentation has determined that the
project proposes activities that are excluded from State Stormwater permitting requirements as set forth in Section
2.(d)(3) of Session Law 2008-211, effective October 1, 2008, and the stormwater rules under Title 15A NCAC
2H.1000, as amended.
Therefore, the director of the DEMLR is hereby providing confirmation that the subject project is excluded from
State Stormwater permitting requirements under the following conditions: 1) The project must be constructed as
shown on the plans submitted to this Office; 2) The proposed built -upon area of 31,288 square feet does not exceed
the existing built -upon area of 38,956 square feet leaving 7,668 square feet available for future development; and, 3)
The proposed stormwater control, vegetated sheet flow and/or infiltration in vegetated areas, provides equal
protection of surface waters as the existing stormwater control, which is vegetated sheet flow and/or infiltration in
vegetated areas.
Under Section .1003 (b) of the stormwater rules, the entire common plan of development must be permitted.
Therefore, any future development or changes to the proposed development, including, but not limited to, the
relocation of built -upon area and the construction of additional built -upon area, may require approval or a
Stormwater Management permit application and permit issuance from the DEMLR prior to any construction.
Construction of the project prior to receipt of the required approval or permit or failure to maintain compliance with
the exclusion conditions, are violations of Title 15A NCAC 2H.1000 and Session Law 2008-211, and may result in
the initiation of appropriate enforcement action.
Please keep in mind that this determination does not affect your legal obligation to obtain other permits and
approvals, which may be required by Federal, State, or local government agencies, rule or law. If you have any
question, or need additional information concerning this matter, please contact Christine Hall at 910-796-7215.
Singerely,
0 Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/canh: \\\Stormwater\Permits & Projects\2009\090804 Exclusion\2016 11 permit 090804
cc: Myers Mast, NC Wildlife Resource Commission
Onslow County Building Inspections
Division of Coastal Management
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality 1 Energy. Mineral and Land Resources
Wilmington Regional Office I t27 Cardinal Drive Extension I Wilmington. NC 28405
910 796 7215

W
Coastal Management
ENVIRONMENTAL QUALITY
January 3, 2017
TO:
Tim Walton
Dept of Administration
State Property Office
JAN 0 6 2017
C')A
STATE[- „DPERTY
CFFICE
ROY COOPER
Govemor
BRAXTON DAVIS
D,r,10,
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsCcilncdenroov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: NC Wildlife Resources Commission (West Onslow Beach Boating Access)
Project Location: 656 Island Dr., adjacent to the AIWW, in North Topsail Beach, Onslow Co.
Proposed Project: to redevelop and improve the public boat ramp and to perform maintenance
dredging of the existing adjacent canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 27, 2017. If you have any
questions regarding the proposed project, contact Jason Dail at [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.
SIGNED 5 j, L DATED
RECEIVED
[)CM WILMINGTON, NC
�JAN 2 6 2017
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

Nc.
Coastal Management
ENVIPONN[NTAL OVALITT
January 3, 2017
TO
FROM
SUBJECT:
Applicant:
Project Location:
JAN 0 6 2017
HISTORIC
ROY COOPER
BRAXTON DAVIS
/)~or
(�-0049
Renee Gledhill -Early " ( 0,
Dept, of Cultural Resources
Archives & History N
lrE
Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext , Wilm , NC 28405 heather.coats(d)ncdenrocx+
Fax: [phone] (Courier 04-16-33)
CAMA / Dredge & Fill Application Review
NC Wildlife Resources Commission (west Onslow Beach Boating Access)
656 Island Dr., adjacent to the AIWW, in North Topsail Beach, Onslow Co.
Proposed Project: to redevelop and improve the public boat ramp and to perform maintenance
dredging of the existing adjacent canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 27, 2017, If you have any
questions regarding the proposed project, contact Jason Dail at [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.
SIGNED DATED
JAN 1 9 LOi r
JAN 1 0 2011
Ga<or North Ca gm I EmeumlmW QUWY I COOIW M-We
127 Camel 1hi Ea _ W.In ivgim NC 28405
91C096-7215

Coastal Management
ENVIRONMENTAL QUALITY
January 3, 2017
TO:
C.DG-03
Maria Dunn
NC Wildlife Resources Commission
For WiRO
ROY COOPER
Umemor
BRAXTON DAVIS
Dlreclnr
]AN 2017
RECEIVED
HaWnt
Conalwtion
PMEMM
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsa)--ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: NC Wildlife Resources Commission (west onslow Beach Boating Access)
Project Location: 656 Island Dr., adjacent to the AIWW, in North Topsail Beach, Onslow Co.
Proposed Project: to redevelop and improve the public boat ramp and to perform maintenance
dredging of the existing adjacent canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 27, 2017. If you have any
questions regarding the proposed project, contact Jason Dail at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
mo�tr"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.
SIGNED
DATED 1-2-1 2)1T
�1 WILMINGTON. NC
FEB 01 2017
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
MEMORANDUM
TO: Heather Coats
Division of Coastal Management
North Carolina Department of Environmental Quality
FROM: Maria T. Dunn, Coastal Coordinator
Habitat Conservation Division
DATE: January 27, 2017
SUBJECT: CAMA Dredge/Fill Permit Application for NCWRC, West Onslow Beach BAA,
Onslow County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the permit
application with regard to impacts on fish and wildlife resources. The project site is located at 656 Island
Drive adjacent the AIW W in North Topsail Beach, NC. Our comments are provided in accordance with
provisions of the Coastal Area Management Act (G.S. 113A-100 through 113A-128), as amended,
Sections 401 and 404 of the Clean Water Act, as amended, and the Fish and Wildlife Coordination Act
(48 Stat 401, as amended, 16 U.S.C. 661 et seq.).
The applicant proposes redevelop the existing boating access area (BAA) and perform maintenance
dredging associated with the ramp. The current two-lane concrete ramp will be removed and relocated
further downstream the canal. A new floating dock will be installed at the same location of the existing
dock The relocated ramps will be moved to the far northwest comer of the lot consisting of two lanes and
one floating dock Dredging will occur within the historically dredged area and will terminate in depths of
-5' NLW. Material will be moved offsite. The existing gravel parking lot will be paved and have 27
marked parking areas. This area of Stump Sound is classified SA ORW by the Environmental
Management Commission, is open to shellfish harvesting, and is designated a primary nursery area
(PNA) by the NC Division of Marine Fisheries (NCDMF).
Biologists with the NCWRC have reviewed the permit application and do not object to site
redevelopment. To minimize impacts to important aquatic resources, we support any in -water work
moratorium requested by a representative of NCDMF or the current moratorium listed as a condition
under the existing permit.
We appreciate the opportunity to review and comment on this permit application. If you need further
assistance or additional information, please contact me at [phone] or at RECEIVED
maria.dunn(a�ncwildlife.ora CM WILMINGTON, NC
FED p 12017
Mailing Address: Habitat Conservation • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

A
�i
Coastal Management
ENVIRONMENTAL QUALITY
January 3, 2017
TO:
Shannon Jenkins
NC DMF
Shellfish Sanitation Section
ROY COOPER
Core
BRAXTON DAVIS
Dlreaor
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)ncdenr.00v
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: NC Wildlife Resources Commission (West Onslow Beach Boating Access)
Project Location: 656 Island Dr., adjacent to the AIWW, in North Topsail Beach, Onslow Co.
Proposed Project: to redevelop and improve the public boat ramp and to perform maintenance
dredging of the existing adjacent canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 27, 2017. If you have any
questions regarding the proposed project, contact Jason Dail at [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**
it= 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.
k7Or ANdy PQ, AJ!`J
SIGNED 1
DATED 67
RECEIVED
JAN 17 2017
Stale of North Carolina I Envmwmentel Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215 DCM- MHD CITY

0Z
Qpppoveb Croc2vAc}1m Y E•!o1-lb-oS2
DFJ' I-OI-I'1
ROY COOPER
C
11. Gommor
JAN 0.6 2017 BRAXTON DAVIS
Dimcrar
Coastal Management
ENVIRONMENTAL QUALITY
January 3, 2017
TO: Patrick Riddle
NC Dept. of Transportation
PIN Co. & ON Co.
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatscDncdenrpov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: NC Wildlife Resources Commission (west Onslow Beach Boating Access)
Project Location: 656 Island Dr, adjacent to the AIWW, in North Topsail Beach, Onslow Co.
Proposed Project: to redevelop and improve the public boat ramp and to perform maintenance
dredging of the existing adjacent canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 27, 2017. If you have any
questions regarding the proposed project, contact Jason Dail at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: v/ 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.
SIGNED DATED
REC=iVEC'
DCM WILMINGTON, NC
JAN 092017
State of North Caroline I EnYum merdel Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

\ 1"
Coastal Management
ENVIRONMENTAL QUALITY
January 3, 2017
TO:
FROM:
SUBJECT:
Applicant:
ROY COOPER
Gommor
BRAXTON DAVIS
Dimaor
RECEIVED
Gregg Bodnar JAN 0 5 2017
Fisheries Resource Specialist
DCM, Morehead City DCM- MHD CITY
Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsonncdenraov
Fax: [phone] rcourier 0410
CAMA / Dredge 6 Fill Application Review
NC Wildlife Resources Commission (West Onslow Beach Boating access)
Project Location: 656 Island Dr., adjacent to the AIM,, in North Topsail Beach, Onslow Co.
Proposed Project: to redevelop and improve the public boat ramp and to perform maintenance
dredging of the existing adjacent canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 27, 2017. If you have any
questions regarding the proposed project, contact Jason Dail at [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 r��
are incorporated. See attached. Kn w, '
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATED 1l7 17
RECEIVED
DCM WILMINGTON, NC
JAN 17 2017
State of Nosh Carolina I Fnvimn tal Quality I Coasw M=gemmt
127 Cmdiml Drive Ext., Wilmiagtov, NC 29405
910-796-7215

Coastal Management
ENVIRONMENTAL OUAILITY
January 3, 2017
TO:
Heidi Cox
Assistant Regional Engineering Supervisor
Public Water Supply-WiRO
ROY COOPER
Govemor
BRAXTON DAVIS
Director
JqN a
vision
141Rf h'aterR
�cLyate?S ppces
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., INC 28405 heather. coatsCaD-ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: NC Wildlife Resources Commission (West Onslow Beach Boating Access)
Project Location: 656 Island Dr., adjacent to the AIWW, in North Topsail Beach, Onslow Co.
Proposed Project: to redevelop and improve the public boat ramp and to perform maintenance
dredging of the existing adjacent canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 27, 2017. If you have any
questions regarding the proposed project, contact Jason Dail at [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.
SIGNED 4 -4(z: -z DATED t /
RECEIVED
DCM WILMINGTON, NC
State of Noah Carolina I Endronmental Quality I Coastal Management t y ! t n
127 Cardinal Dave Ext, Wilmington, NC 29405
910-796-7215

Coats Heather
Yp
From: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Sent: Thursday, March 16, 2017 2:28 PM
To: Coats, Heather
Subject: RE: NCWRC West Onslow boat ramp project
Hey Girl. Got all the comments back from the federal agencies. No one has any issues. We will add the Manatee
Guidelines to the Standard GP 291 conditions.
Have great rest of the day!
Liz
-----Original Message -----
From: Coats, Heather [mailto:[e-mail]]
Sent: Thursday, March 16, 2017 11:02 AM
To: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]. mil>
Subject: [EXTERNAL] NCWRC West Onslow boat ramp project
Hi Liz,
Hope you're doing well over there! Just checking in on the status of the NCWRC West Onslow boat ramp access project
and the minor mod for South Beach Yacht Club. Any ideas on a time line on your comments for those? I'm sorry to bug
you, I'm just trying to keep on top of things and figure out my scheduling...
Thanks in advance for any info!
H.
Heather Coats
Assistant Major Permits Coordinator
Division of Coastal Management
North Carolina Department of Environmental Quality
910 796 7302 office
[e-mail] <mailto:[e-mail]>
RECEIVED
MAR 3 0 2017
DCM- MHD CITY

127 Cardinal Drive Extension
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
}
W C:=
U
> N
W eZ
U
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O

Coats, Heather
From: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]. mil>
Sent: Monday, March 27, 2017 10:45 AM
To: Coats, Heather
Subject: RE: NCWRC West Onslow boat ramp project
Thanks girl. We are good. Christy is working on our letter this week.
Liz
-----Original Message -----
From: Coats, Heather [mailto:[e-mail]]
Sent: Thursday, March 23, 2017 2:18 PM
To: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Subject: [EXTERNAL] RE: NCWRC West Onslow boat ramp project
Hi Liz,
I just wanted to check back with you and make sure I covered all the conditions you want in this permit. Please see
attached draft and let me know if I missed anything!
And you can disregard the highlighted parts- those are just questions I have for Doug- unless you have any comments, of
course!
Thanks!
Heather Coats
Assistant Major Permits Coordinator
Division of Coastal Management
North Carolina Department of Environmental Quality
910 796 7302 office
[e-mail]
127 Cardinal Drive Extension
Wilmington, NC 28405
RECEIVED
MAR 3 0 2017
DCM- MHD CITY
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
-----Original Message -----
From: Hair, Sarah E CIV CESAW CESAD (US) [mailto:[e-mail]
Sent: Thursday, March 16, 2017 2:28 PM

To: Coats, Heather <[e-mail]>
Subject: RE: NCWRC West Onslow boat ramp project
Hey Girl. Got all the comments back from the federal agencies. No one has any issues. We will add the Manatee
Guidelines to the Standard GP 291 conditions.
Have great rest of the day!
Liz
-----Original Message -----
From: Coats, Heather [mailto:[e-mail]]
Sent: Thursday, March 16, 2017 11:02 AM
To: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Subject: [EXTERNAL] NCWRC West Onslow boat ramp project
Hi Liz,
Hope you're doing well over there! Just checking in on the status of the NCWRC West Onslow boat ramp access project
and the minor mod for South Beach Yacht Club. Any ideas on a time line on your comments for those? I'm sorry to bug
you, I'm just trying to keep on top of things and figure out my scheduling...
Thanks in advance for any info!
Heather Coats
Assistant Major Permits Coordinator
Division of Coastal Management
North Carolina Department of Environmental Quality
910 796 7302 office
[e-mail] <mailto:[e-mail]>
127 Cardinal Drive Extension
RECE%\JS®
MARa0ZV
DC�n MHp CITY

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or on the front if space permits.
1. Article Addressed to:
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If YES, enter delivery address below: ❑ No R E C E
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❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ Collect on Delivery
4. Restricted Delivery? (E#ra Fee) ❑ Yes
2. Article Num7011 0470 0000 5835 1314
(Tran4fBf fiOm servkB laben
PS Form 3811, July 2013 Domestic Rehm Receipt
■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
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D. Is delivery address different from Rem 17 6'Ye:
If YES, enter delivery address below: ❑ No
3. Service Type
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❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ Collect on Delivery
4. Restricted Delivery? (Exaa Fee) ❑ yea
2. Article Number 7011 0 47 0 0000 5835 1390
(Ranter from serdoe /ebeq
PS Form 3811, July 2013 Domestic Return Receipt
■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the cans to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
N c bo 7
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2615 Wilmir tOn
Jucx OVI'le, Nil
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D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type RI
ACerhfled Mail- ❑ Priority Mail Express -[)CM WI
❑ Registered fig Return Receipt for Merchandise I
❑ Insured Mail ❑ Collect on Delivery kU
4. Restricted Delivery? (Extra Fee) ❑ Yes
CEIVED
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2. All Mr,7003 1680 0000 1475 9539
PC Fmm atli i .aiv onin rYwn .. RM Rar.!M

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
November7,2016
Gordon Myers, Executive Director
NC Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699-1720
Subject: Stormwater Permit Exclusion — Redevelopment
West Onslow Beach Boating Access Area
Project Number SW8 090804
Onslow County
Dear Mr. Myers:
PAT McCRORY
Governor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Director
RECEIVED
JAN 0 5 2017
DCM- MHD CITY
On November 7, 2016, the Wilmington Regional Office of the Division of Energy, Mineral and Land Resources
(DEMLR) received a complete request to exclude the subject proposed redevelopment project from Stormwater
Management Permit requirements. Staff review of the plans and supporting documentation has determined that the
project proposes activities that are excluded from State Stormwater permitting requirements as set forth in Section
2.(d)(3) of Session Law 2008-211, effective October 1, 2008, and the stormwater rules under Title 15A NCAC
2H.1000, as amended.
Therefore, the director of the DEMLR is hereby providing confirmation that the subject project is excluded from
State Stormwater permitting requirements under the following conditions: 1) The project must be constructed as
shown on the plans submitted to this Office; 2) The proposed built -upon area of 31,288 square feet does not exceed
the existing built -upon area of 38,956 square feet leaving 7,668 square feet available for future development; and, 3)
The proposed stormwater control, vegetated sheet flow and/or infiltration in vegetated areas, provides equal
protection of surface waters as the existing stormwater control, which is vegetated sheet flow and/or infiltration in
vegetated areas.
Under Section .1003 (b) of the stormwater rules, the entire common plan of development must be permitted.
Therefore, any future development or changes to the proposed development, including, but not limited to, the
relocation of built -upon area and the construction of additional built -upon area, may require approval or a
Stormwater Management permit application and permit issuance from the DEMLR prior to any construction.
Construction of the project prior to receipt of the required approval or permit or failure to maintain compliance with
the exclusion conditions, are violations of Title 15A NCAC 211.1000 and Session Law 2008-211, and may result in
the initiation of appropriate enforcement action.
Please keep in mind that this determination does not affect your legal obligation to obtain other permits and
approvals, which may be required by Federal, State, or local government agencies, rule or law. If you have any
question, or need additional information concerning this matter, please contact Christine Hall at 910-796-7215.
Sinpprely,
`1 �s &
X Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/cash: \\\Stormwater\Permits & Projects\2009\090804 Exclusion\2016 11 permit 090804
cc: Myers Mast, NC Wildlife Resource Commission
Onslow County Building Inspections RECEIVED
of Coastal Management
Wilmington Regional Office Stormwater File
NOV 14 2016
NCWkii h ivR'S Q ,�(�RECEIVED
u MVVILFAINGTON, NC
State of North Carolina I Environmental Quality [ Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington. NC 28405 DEC 21 20%
910 796 7215

® North Carolina Wildlife Resources Commission
Gordon S. Myers, Executive Director
December 20, 2016 RECEIVED
Jason Dail
JAN 0 5 2017
NC Division of Coastal Management DC M- M H D CITY
Wilmington District Office
127 Cardinal Drive Ext.
Wilmington, North Carolina 28405
Re: West Onslow Beach Boating Access Area, Onslow County
Mr. Dail:
Please find enclosed the CAMA Major application submittal package for the West Onslow
Beach Boating Access Area renovation project. The plans have been revised to address
comments from the Inter -Agency Scoping Meeting, held on 10/04/2016, as well as
comments from your e-mail, dated November 28, 2016, requesting additional information.
The enclosed application forms and project narrative have been revised accordingly. The
required additional information is also enclosed.
Once the application is accepted, please let me know of the start date for the review process.
If you have any questions or comments about this submittal package or the design, please
do not hesitate to call me at [phone].
Sincerely,
North Carolina Wildlife Resources Commission
Myers Mast, PLA
Project Manager
DCM WILMINGToN rYo
DEC 21 2016
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center - Raleigh NC 27699-1720
Telephone: [phone]

4L
STATE OF NORTH CAROLINA
RQUTE JNC Highway 210 PROJECT West Onslow BAA COUNTY OF Onslow
DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT
FOR NON -UTILITY ENCROACHMENTS ON
-AND- NOV j PRIMARY AND SECONDARY HIGHy�/
North Carolina Wildlife Resources Commission 2,, MEIVED
1720 Mail Service Center, Raleigh 6 F,
Sara Sherman, PE [phone] �� 0 5 LIB JAN 0 5 2017
THIS AGREEMENT, made and entered into this the day of , 20 16
of Transportation, party of the first part; and North Carolina Wildlife Resources Commission
tDC0E14 Z19
WITNESSETH'
THAT WHEREAS, the party of the second part desires to encroach on the right of way of \ as
Route(s) NC Highway 210 located 0.37 miles north of intersection of NC210 and
SR1568 on NC210.
with the construction and/or erection of: Boating access area renovation to include the installation of two ramps with a floating
dock, as well as a free standing floating dock in the location of the existing ramp.
Proposed maintenance dredging of channel approx. 930' in length by 15' in width
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and
the party of the first part in the exercise of authority conferred upon it by statute, is willing to permit the
encroachment within the limits of the right of way as indicated, subject to the conditions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second
part the right and privilege to make this encroachment as shown on attached plan sheet(s), specifications and
special provisions which are made a part hereof upon the following conditions, to wit:
That the said party of the second part binds and obligates himself to install and maintain the encroaching facility in such safe
and proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the proper
maintenance thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its roadways
and structures necessary due to the installation and existence of the facilities of the party.of the second part, and if at anytime
the party of the first part shall require the removal of or changes in the location of the said facilities, that the said party of the
second part binds himself, his successors and assigns, to promptly remove or alter the said facilities, in order to conform to the
said requirement, without any cost to the party of the first part.
That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs, signal
lights, flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic
Control Devices for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules and
regulations may be obtained from the Division Engineer of the party of the first part.
That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all damages
and claims for damage that may arise by reason of the installation and maintenance of this encroachment.
It is clearly understood by the party of the second part that the party of the first part will assume no responsibility for any
damage that may be caused to such facilities, within the highway rights of way limits, in carrying out its construction and
maintenance operations.
That the party of the second part agrees to restore all areas disturbed during installation and maintenance to the satisfaction
of the Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable
precaution during construction and maintenance to prevent eroding of soil; silting or pollution of rivers, streams, lakes, reservoirs,
other water impoundments, ground surfaces or other property; or pollution of the air. There shall be compliance with applicable
rules and regulations of the North Carolina Division of Environmental Management, North Carolina Sedimentation Control
Commission, and with ordinances and regulations of various counties, municipalities and other official agencies relating to
pollution prevention and control. When any installation or maintenance operation disturbs the ground surface and existing
ground cover, the party of the second part agrees to remove and replace the sod or otherwise reestablish the grass cover to
meet the satisfaction of the Division Engineer of the party of the first part.
That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary
by the Division Engineer of the party of the first part.
That the party of the second part agrees to have available at the encroaching site, at all times during construction, a copy of
this agreement showing evidence of approval by the party of the first part. The party of the first part reserves the right to stop all
work unless evidence of approval can be shown.
Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the
second part agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein has
been completed. Unless specifically requested by the party of the first part, written notice of completion of work on highway
projects under construction will not be required.
That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of the first part
reserves the right to stop all work until the facility has been brought into compliance or removed from the right of way at no cost
to the party of the first part.
That it is agreed by both parties that this agreement shall become void if actual construction of the work cor�Rr
is not begun within one (1) year from the date of authorization by the party of the first part unless writtenVaaMM y t e
party of the second part from the party of the first part.
FORM R/W 16.1A (January, 1981) DEC 21 2016

R/W (161A) : Party of the Second Part certifies that this agreement is true and accurate copy of the form
RAY (161,�) incorporating all revisions to date.
IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and
year first above written.
ATTEST OR WITNESS:
Myers Mast, PLA
Project Manager
DEPARTMENT OF TRANSPORTATION
BY: MWm t5. (Ot(Ot'Y (1.
�A-s t M9m9geref-R40t-oUNay1 4K�
Sara Sherman, PE
Facility Construction Engineer
Second Party
INSTRUCTIONS
When the applicant is a corporation or a municipality, this agreement must have the corporate seal and
be attested by the corporation secretary or by the empowered city official, unless a waiver of corporate
seal and attestation by the secretary or by the empowered City official is on file in the Raleigh office of
the Manager of Right of Way. In the space provided in this agreement for execution, the name of the
corporation or municipality shall be typed above the name, and title of all persons signing the agreement
should be typed directly below their signature.
When the applicant is not a corporation, then his signature must be witnessed by one person. The
address should be included in this agreement and the names of all persons signing the agreement
should be typed directly below their signature.
This agreement must be accompanied, in the form of an attachment, by plans or drawings showing the
following applicable information:
1. All roadways and ramps.
2. Right of way lines and where applicable, the control of access lines.
3. Location of the proposed encroachment.
4. Length and type of encroachment.
5. Location by highway survey station number. If station number cannot be obtained, location
should be shown by distance from some identifiable point, such as a bridge, road,
intersection, etc. (To assist in preparation of the encroachment plan, the Department's
roadway plans may be seen at the various Highway Division Offices, or at the Raleigh
office.)
6. Drainage structures or bridges if affected by encroachment.
7. Typical section indicating the pavement design and width, and the slopes, widths and
details for either a curb and gutter or a shoulder and ditch section, whichever is applicable.
8. Horizontal alignment indicating general curve data, where applicable.
9. Vertical alignment indicated by percent grade, P.I. station and vertical curve length, where
applicable.
10. Amount of material to be removed and/or placed on NCDOT right of way, if applicable.
11. Cross -sections of all grading operations, indicating slope ratio and reference by station
where applicable.
12. All pertinent drainage structures proposed. Include all hydraulic data, pipe sizes, structure
details and other related information.
13. Erosion and sediment control.
14. Any special provisions or specifications as to the performance of the work or the method of
construction that may be required by the Department must be shown on a separate sheet
attached to encroachment agreement provided that such information cannot be shown on
plans or drawings.
15. The Department's Division Engineer should be given notice by the applicant prior to actual
starting of installation included in this agreement.
16. Method of handling traffic during construction where applicable.
17. Scale of plans, north arrow, etc.
RECEIVED
DCM WILMINGTON, NC
DEC 21 2M6

ENCROACHMENT AGREEMENT E-67-16-052
SPECIAL PROVISIONS Onslow County
SPA Effective July 1, 2010, all flagging operations within NCDOT Right of Way require
qualified and trained Work Zone Flaggers.
Effective July 1, 2011 qualified and trained Work Zone Traffic Control SupervigP C E I V E D
will be required on Significant Projects. JAN 0
5 2017
Training for this certification will be provided by NCDOT approved training sources
and by private entities that have been pre -approved to train themselves. If yPf: U - M H D CITY
questions, contact our web site at www.ncdot.orgt—wztc, or contact Stuart Bourne,
P.E. with NCDOT Work Zone Traffic Control Unit at 919-250-4159 or
[e-mail].
SP 3 An executed copy of this encroachment agreement shall be present at the
construction site at all times during construction. NCDOT reserves the right to stop
all work unless evidence of approval can be shown. If safety or traffic conditions
warrant such action, NCDOT reserves the right to further limit, restrict, or suspend
operations within the right of way.
SP 4 Materials and workmanship shall conform to the NC Department of Transportation's
Standards and Specifications.
SP 5 The encroaching party is required to contact the appropriate Utility Company (ies)
involved and make satisfactory arrangements to adjust the utilities in conflict with
the proposed work prior to construction.
SP 6 Proper temporary and permanent measures shall be used to control erosion and
sedimentation in accordance with local, State and Federal regulations. If any area in
excess of one (1) acre will be disturbed, the Encroachee shall submit to the District
Engineer's Office a Sediment and Erosion Control Plan which has been approved by
the appropriate regulatory agency or authority prior to beginning any work on the
Right of Way. FAILURE TO PROVIDE THIS INFORMATION SHALL BE
GROUNDS FOR SUSPENSION OF OPERATIONS.
SP 9 Since work will be performed within the North Topsail Beach city limits, it will be
your responsibility to notify the local Municipality prior to beginning work.
SP 14 Approval of this Encroachment does not include any portion of the work outside the
North Carolina Department of Transportation's Rights of Way.
RECEIVED
OCM WILMINGTON, NC
DEC 21 2016

SP 29 All excavations inside the theoretical 1:1 slope from the existing edge of pavement
to the bottom of the nearest trench wall shall be made in accordance with the
following conditions:
A. All trench excavation inside the limits of the theoretical 1:1 slope as defined by
the policy, shall be completely backfilled and compacted at the end of each R Ec' E 0 VED
r
construction day. No portion of the trench shall be left open overnight.
JAN 05 2017
B. The length of parallel excavation shall be limited to the length necessary to install
and backfill one (1) joint of pipe at a time. p
CM- MHp CITY
C. Traffic shall be moved to a travel lane outside the limits of a theoretical 1:1 slope
from the bottom of the nearest trench wall to the pavement surface.
D. Installation of trench shoring shall be accomplished with minimal over -
excavation. TRENCH BOXES SHALL NOT BE USED AS SHORING.
E. An NCDOT Inspector, the cost of which to be home by the party of the second
part, shall be assigned to this project if deemed necessary by the Division Engineer.
F. The trench backfill material shall meet the Statewide Borrow Criteria. The trench
shall be backfilled, in accordance with Section 300-7 of the January 2006 Statewide
Standard Specifications for Roads and Structures, which basically requires the
backfill material to be placed in layers not to exceed six (6) inches loose and
compacted to at least 95% of the density obtained by compacting a sample in
accordance with AASHTO T99, as modified by DOT.
G. At the first sign of trench failure, a trench shall be immediately backfilled with
materials consisting of A-1, A-3, A-24 soils or A-4 soils having a maximum of 45%
passing a No. 200 sieve and a maximum P.I. of 6. All work shall cease, the Division
Engineer shall be contacted. The Party of the Second Part shall be required to repair
any damage to the pavement caused by the excavation.
SP 37 This encroachment is approved with the understanding that the North Carolina
Department of Transportation does not guarantee the right of way on this road, nor
will it be responsible for any claim for damages brought by any property owner by
reason of the installation.
SP 43 Ingress and egress shall be maintained to all businesses and dwellings affected by the
project. Special attention shall be paid to police and fire stations, fire hydrants, and
hospitals.
SP 46 If existing guardrail is disturbed, it shall be reset back to NCDOT Standards and as
directed by the District Engineer.
SP 55 The encroaching party shall comply with all applicable state and federal
environmental regulations, and shall obtain all necessary state and federal
environmental permits, including but not limited to, those related t RREECCEIVED
NVfE'MINGTQN, NC
control, stormwater, wetland, streams, endangered species, and historical sites.
DEC 212016

"SP 58 Right of way monuments disturbed during construction shall be referenced by a
registered Land Surveyor and reset after construction.
SP 67 The issuance of this encroachment does not preclude the encroachee from complying
with any and all statues, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction. RECEIVED
SP 123 Proposed dredging shall have a 10' minimum setback from any bridge struture. JAN 0 5 2017
SP 124 Once all Enviromental permits have been obtained by encroachee, they shamm IV, H D C I TY
to NCDOT 295 Wilmington Hwy. Suite A Jacksonville, NC 28540 Attn: Doug
Racine. All Enviromental permits will be placed with approved encroachment.
SP 146 It is a condition of this Encroachment that ALL maintenance of the boat ramp access
area located in Onslow County on NC210 in NCDOT Right of Way, SHALL be the
Responsibilty of the North Carolina Wildlife Resources Commission. NCDOT will
not take any responsibility for maintenance.
RECEIVED
DCM WILMINGTON, NC
DEC 21 2016

VERIFICATION OF COMPLIANCE WITH
ENVIRONMENTAL REGULATIONS RECEIVED
(Check Appropriate Box) JAN 0 5 2017
DCM- MHD CITY
Permits from the N.C. Department of Environment and Natural Resources and the
U.S. Army Corp of Engineers are not required for this project. However, all applicable
federal and state regulations have been followed.
ElThe required permits from the N.C. Department of Environment and Natural Resources
and the U.S. Army Corp of Engineers have been obtained for this project. Copies of
permits and Completion Certificates are attached.
All applicable NPDES Stormwater Permit requirements have been met for this project.
(The applicant should contact the N.C. Division of Water Quality in Raleigh to determine
if a stormwater permit is required.)
0✓ The project is in compliance with all applicable sedimentation and erosion control laws
and regulations.
Project Name:
Township:
Project Engineer:
Project Contact:
West Onslow Beach
North Topsail Beach County:
Sara Sherman
Myers Mast
Onslow County
Phone No.: 919.707.0344
Applicant's Name: North Carolina Wildlife Resources Commission
Date Submitted:
Form VCER-1
June 1, 2006
November 17, 2016
RECEIVED
DCM WILMINGTON, Nr
DEC 21 2016

Coastal Management
ENVIRONMENTAL QUALITY
January 3, 2017
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice
• Susan Lamy / New Hanover Co.
• Spence Whitman / New Hanover Co.
• NC Wildlife Resource Commission / Onslow Co.
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secretory
BRAXTON DAVIS
Dimaor
RECEIVED
JAN 0 5 2017
DCM- MHD CITY
Kyle & Heather: Please publish the attached Notice in the Friday, January 6, 2017 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to
payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Shaun Simpson at the NC Division of
Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by
credit card to the attention of Tanya Wright, (Ref acct # 796-7215).
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me
at our Wilmington office.
cc:
Sincerely,
Shaun K. Simpson
Permitting Support & Customer Assistance
Heather Coats - WiRO
Doug Huggett - MHC
Tyler Crumbley - USACE (NH Co.)
Liz Hair - USACE (On Co.)
Sarah Young- DCM
State of North Carolina ] Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

17W
Coastal Managem
ENVIRONMENTAL OUAUTV
January 3, 2017
North Carolina Wildlife Resources Commission
Attn: Myers Mast
1720 Mail Service Center
Raleigh, NC 27699
Dear Mr. Mast:
PAT MCCRORY
Garmir
DONALD R. VAN DER VAART
Senelury
BRAXTON DAVIS
Dimctor
RECEIVED
JAN 0 5 2017
DCM- MHD CITY
The Division of Coastal Management hereby acknowledges that on December 21, 2016, we received your
completed application requesting State approval for development of property located at 656 Island Drive,
adjacent to Stump Sound, in North Topsail Beach, Onslow County. The projected deadline for malting a
decision on your permit application is March 6, 2017. An additional 75-day review period is provided by
law when such time is necessary to complete the review. If you have not been notified of a final action by
the initial deadline stated above, you should consider the review period extended. Under those
circumstances, this letter will serve as your notice of an extended review. However, an additional letter
will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from December 21, 2016, you may request
a meeting with the Director of the Division of Coastal Management and permit staff to discuss the status
of your project. Such a meeting will be held within five working days from the receipt of your written
request and shall include the property owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the
property of your proposed development. You should post this notice at a conspicuous point along your
property where it can be observed from a public road. Some examples would be: Nailing the notice card
to a telephone pole or tree along the road right-of-way fronting your property; or at a point along the road
right-of-way where a private road would lead one into your property. Failure to post this notice could
result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify me in
writing if you wish to receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
Jason
Field Representative
cc: WiRO — file
Heather Coats, DCM- MHC
Liz Hair, USACE
Robb Mairs, DWR
State of North Carolina I EnvuonmeMal Quality I Coastal Management
127 Catdinal Drive Ext., Wilmington, NC 28405
919 796 7215

0 ri
LLJ
U Z Uj
LAMA PERMIT
APPLIEDeroF01�;a
7- •
C
COMMENTS ACCEPTED THROUGHjan rapt 77 7n7 %
APPLICANT:
NC Wildlife Resources Commission
Attn: Myers Mast
1720 Mail Service Center
Raleigh, NC 27677
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
NC Div. of Coastal Management
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Jason Dail, Field Representative
910-796-7221

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR RECEIVED
DEVELOPMENT PERMIT
JAM 0 5 2011
The Department of Environmental Quality hereby gives publicDeMaMk(jk4@ffY
NCGS 113A-119(b) that the following applications were submitted for development permits in
Areas of Environmental Concern for projects in New Hanover County as designated under the
CAMA: On December 9, 2016, Susan Lamy proposed to install a boat lift and perform new
excavation at an existing docking facility at 9 Bermuda Dr., adjacent to Lees Cut, in
Wrightsville Beach; and on December 22, 2016, Spence Whitman proposed to replace an
existing bulkhead at 11 Saltmaeadow Rd, adjacent to Banks Channel (Figure 8 Island), in
Wilmington. On December 21, 2016, the NC Wildlife Resource Commission proposed to re-
develop and improve a public boat ramp, and perform maintenance dredging at 656 Island
Dr., adjacent to the AIWW, in North Topsail Beach, Onslow County. Copies of the applications
can be examined or copied at the offices of Tara MacPherson (Lamy) or Jason Dail (Whitman &
NCWRC), N.C. Dept. of Environmental Quality, Division of Coastal Management, 127 Cardinal
Drive Ext., Wilmington, NC 28405, (910-796-7215) during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, NC 28557-3421, prior to January 27, 2017 will be
considered in making the permit decision. Later comments will be accepted and considered up
to the time of permit decision. Project modification may occur based on review and comment by
the public and state and federal agencies. Notice of the permit decision in these matters will be
provided upon written request.
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal (hive Eat., Wilmington, NC 29405
910-796-7215

NC Division of Coastal Management
Major Permit Application Computer Sheet
Z� "Jilik
AEC: A/WW
Fee: $400 ElecB2316
CDAITS v MHC cc
Applicant: NCWRC AA
E
I VE
D
Agent/Contractor: NCWRC c% Myers Mast
Project Site County: Onisow
Staff: Jason Dail
District 104lmingion
Project Name: West Onslow Boating Access Area
Rover File: n/a
Riv .
Initial date of application submittal:44-7g-16 Z_ZJ-K
Date application "received as complete" in the Field office: J Z p igg
SITE DESCRIPTION/PERMIT INFORMATION
n
ORW: WrYes ❑No I PNA: RYes ❑No
Photos Taken: Yes ❑
Setback Required (riparian): ❑Yes 0
Critical Habitat: ❑Yes KNO ❑Not Sure
15 foot waiver obtained: UYbsAdNo
Hazard N
tification Returned:
[]Yes40
SAV: ❑Yes No ❑Not Sure
Shell Bottom: ❑Yes ❑No XNot
Temporary Impacts: Ayes ❑No
Sure
Sandbags: ❑Yes JKNo ❑ Not Sure
Did the land use cl sification come
from LUP: []No❑Yes
Mitigatio equired (optional):
county Xes
YZNo
Moratorium Conditions:
EnvironrViintal Assessment Done:
❑Yes ❑NA
Length of Shoreline:
es []No ❑NA
k
PqNo
qj FT.
Area Designation:
Project Description: (code)
D—ev{elop�ment Area (code)
thellfish
e or- Closed
SECONDARY WATER CLASSIFICATION - OPTIONAL (choose MAX of 4)
WETLANDSIMPACTED
❑ (404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort ( Salicomia sp.)
wetlands)
LJ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) SaR marsh oordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
altemiflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
Ll (TY) Cattail (Typha sp.)
spicata)
Sp.)
El (JR) Black needlerush (Juncos
❑ (SP) SalUmeadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
❑ III(D) Priv. public or Comm w/ D&F to 1
can be applied - $250
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
❑ Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer - $100
1(B) Public or commercial w/ D&F to 1
❑ Express Permit - $2000
e; 3490 can be applied - $400
❑ Major development extension request -
❑ 11. Public or oommerciallno dredge
$100
a d/or fill - $400
❑ 1. Private no dredge and/or fill - $250
V II(C) Priv. public or Comm w /D&F to 1
a e; 3490 can be applied; DCM needs
DWQ agreement - $400

NCWRC
Date: 12--16
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE
REPLACE
Activity Name
Number
Choose
Choose
Dimension 1
Dimension 2
Dimension 3
Dimension 4
One
One
New Wo
Apia
AA
Maint ❑
Yi1l.
New Work
Maint ❑
Repla
❑ Y N
_
+�
New
Ma t ❑
ce
ElYa,4N
d
Cj
1
New Workp
Replace
Maint ❑
Y ❑ N
I
New Work ❑
Replace
S
q
Maint
El N
1
New ork ❑
Repl ce
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement found
in your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft.
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/ortemp
restoration or
temp impact
temp impacts)
impact amount)
temp impacts)
amount
Dredge ❑ Fill Both ❑ Oth
I�^
Dredge ❑ Fill ❑ Both ❑ Other
2�®
J 7-0,6
Dredge ❑ Fill ❑ Both ❑ Other
Q
Dredg Both ❑ Other ❑
1319
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
919-733-2293 :: 1-888-4RCOAST :: www_nccoastalmanairtement.net revised: 10/12/06

MAJOR PERMIT FEE SCHEDULE
656 Island Drive (Hwy 210)/$400, CK At Electronic Deposit/
Onslow Co
DCM %
DWQ %
Development Ta
Fee
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$250
100%
$250
0%
$0
II. Public or commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$400
100%
$400
0%
$0
111. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A,B. C,
or D below applies:
III(A). Private, non-commercial development, if
General Water Quality Certification No. 3900
See attached can be applied:
$250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 3900
See attached can be applied:
$400
100%
$400
0%
$0
III(C). If General Water Quality Certification No.
3900 (see attached) could be applied, but DCM
staff determined that additional review and written
DWQ concurrence is needed because of
concerns related to water quality or aquatic life:
$400
60%
$240
40%
$160
III(D). If General Water Quality Certification No.
3900 see attached cannot be applied:
$400
V�
60%
$240
40%
$160
IV. Development that involves the filling and/or
excavation of more than one acre of wetlands
and/or open water areas:
$475
60%
$285
40%
$190
RECIEIVIED
JAN u 5 2017
DCM- MHD CITY
M

w
Payment Proccessing Confirmation
Date Received 1 12/21/2016
Check From (Name) Engineering & Lands Management
(electronic payment)
Name of Permit Holder NC Wildlife Resources Commission
Vendor
Check Number
Check amount
Multiple Permits
Major/Minor
Electronic Payment
of #0000086271
$400.00
No
Major
RECEIVED
JAN 0 5 2017
DCM- MHD CITY
Permit Number/Comments Maj Fee, 656 Island Drive (Hwy 210), NTB, Onslow
Receipt or Refund/Reallocated NA

® North Carolina Wildlife Resources Commission 9
Gordon S. Myers, Executive Director
MEMORANDUM RECEIVED
JAN 0 5 2017
TO: Controller's Office
FROM: Tammy Eliopoulos DCM- IVHD CITY
Engineering and Lands Management
DATE: August 23, 2016
SUBJECT: CAMA Major Permit— West Onslow Beach BAA
Please submit an electronic transfer in the amount of $400.00 to DENR —
Division of Coastal Management for CAMA Major Permit Fees.
Please reference on transfer: "CAMA Major Permit —West Onslow Beach BAA"
County: Onslow
Thanks!
Funding
• Vendor No.: 56-6000372 40
• Cost Center: 1161 8111 5233
• Acct. Code: 535120
template: gAforms\chreq.doc
data file: gAforms\chkdata.doc
RECEIVED
DCM WILMINGTON, NC
DEC 212016
DIVISION OF ENGINEERING SERVICES
Mailing Address: 1720 Mail Service Center • Raleigh, NC 27699-1720
Office Location: 1751 Varsity Drive • Raleigh, INC -Telephone: [phone] • Fax: [phone]

Nov 15, 2016 11:03:41 AM
OCP AP DOCUMENT PAYMENT GENERAL INFORMATION
DPG
-0.
NEXT FUNCTION:
ACTION:
HISTORY:
11/15/2016 11:03:35
BROWSE:
PAY ENTITY
17PT
VEND/EMP NBR:
566000372 40
VEND/EMP SHORT
NAME: DEQ
DOCUMENT NBR:
CAMAWEST082316
DOCUMENT DATE
: 08/23/2016
PAYMENT NBR:
001 PRTL PYMT NBR: 000
IND AMOUNT
SALES TAX/VAT
SALES TAX 2
SALES TAX 3
FREIGHT
ADDITIONAL COST
GROSS INVOICE
PAYMENT AMOUNT
AMOUNT PAID
400.00
400.00
400.00
PAYMENT TERMS : NET PAY IMMEDIATELY
PAYMENT DATE : 08/24/2016
PAYMENT ROUTE CD :
FACTOR NUMBER
REASON CODE/DESC
VAT INCLUSIVE N
EXPENSE IND
GL EFFECTIVE DATE: 08/24/2016
EXTRACT DATE
ACCRUAL CANC DATE:
CURRENCY CODE
DISCOUNT
TYPE
NOT TAKEN
DISCOUNT
TAKEN
PAYMENT
STATUS
PAID
PAYMENT
REF NBR
0000086271
PAYMENT
TYPE
ELECTRONIC
HANDLING CODE
ONE INVC PER PYMT: YES
BANK ACCT PYMT CD: IGO
RECEIVED
JAN 0 5 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
DEC 212016

Nov ,l�, 2016
OCP AP
11:03:34 AM
DOCUMENT GENERAL INFORMATION
DGI
NEXT FUNCTION:
ACTION: HISTORY:
11/15/2016 11:03:20
PAY ENTITY 17PT VENDOR/EMP NUMBER: 566000372 40
VEND/EMP SHORT NAME: DEQ DOCUMENT NUMBER CAMAWEST082316
DOCUMENT DATE : 08/23/2016
CONTROL NUMBER : 0186
DOCUMENT TYPE : INVOICE
DOCUMENT STATUS : PD-FULL
CURRENCY CODE
GROSS DOC AMOUNT
AMOUNT PAID
COUNTY CDE/TRIP NBR:
PO REFERENCE
SIGN APPROVAL CODE
DATES APPROVED
CONTROL DATE : 08/18/2016
APPLICATION AREA : VM
DATE ENTERED : 08/23/2016
DATE LAST UPDATED: 08/23/2016
400.00 PROV ACCTG DATE
REMIT MESSAGE: CAMA MAJOR PERMIT - WEST ONSLOW BEACH BAA - ONSLOW COUNTY
RECEIVED
JAN 0 5 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
DEC 21 2%

Nov 15, 2016 11:03:47 AM
OCP AP DOCUMENT PAYMENT ADDITIONAL INFO
m..
NEXT FUNCTION:
ACTION:
HISTORY: 11/15/2016
11:03:42
BROWSE:
PAY ENTITY
17PT
VEND/EMP NBR: 566000372 40
VEND/EMP SHORT NAME:
DEQ
DOCUMENT NBR: CAMAWEST082316
DOCUMENT DATE
08/23/2016
PAYMENT NBR : 001 PRTL PYMT
NBR: 000
INDICATORS
PAYMENT AMOUNT
400.00 EXPENSE
AMOUNT PAID
400.00 PAYABLES
PAYMENT DUE DATE
08/23/2016
DISCOUNT
DISCOUNT TAKEN
.00 CASH : 001
DISCOUNT DATE 1
INTERCO PAYABLES :
DISCOUNT AMOUNT 1
INTERCO REC
DISCOUNT DATE 2
PROVISIONAL ACCT :
DISCOUNT AMOUNT 2
EMPLOYEE ADVANCE :
1099 WITHHELD AMT
FACTOR NUMBER
GL EXTRACT DATE
08/24/2016
CURRENCY
ACCRUAL CANC DATE
PAYMENT EQUIV
.00
GL REVERSE DATE
DISCOUNT EQUIV
.00
RECEIVED
JAN 0 5 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
DEC 21 2016

r
,
Nov '15, 2016
11:03:54 AM
OCP AP
DOCUMENT
DETAIL,LINE LIST
DLL
NEXT FUNCTION:
ACTION:
HISTORY:
11/15/2016 11:03:48
PAY ENTITY
17PT
VEND/EMP NBR:
566000372 40
VEND/EMP SHORT
NAME: DEQ
DOCUMENT NBR:
CAMAWEST082316
DOCUMENT DATE
: 08/23/2016
PAYMENT NBR :
001 PRTL PYMT NBR: 000
DOCUMENT STATUS
: PD-FULL
---------------
PYMT PRTL DOC
EXPENSE AMOUNT
EXP CO ACCOUNT CENTER SEL
NBR NBR LINE
001 000 0001
400.00
001 1702 535120
116181115233 _
PAGE: 1 STATUS: END OF LIST
RECEIVED
JAN 0 5 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
DEC 21 2016

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
[phone] FAX: [phone]
PROTECT
WEST ONSLOW BOATING ACCESS AREA
ONSLOW COUNTY, NC
PERMIT DRAWINGS
11/17/16
SHEETINDEX
PD-1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
PD-2.0 LAYOUT PLAN
PD-3.0 GRADING PLAN
PD-4.0 DREDGE PLAN
PD-5.0 RAMP PROFILES
PD-6.0 DETAILS
PD-6.1 DETAILS
RECEIVED
JAN 0 5 2017
DCM- MHD CIT
VICINTY MAP
CD
PROJECT SITE
w RECEIVED
�.
DCd4 WILr,gINGTON. NC
DEC 212016
..sil

NOT RELEASED FOR CONSTRUCTION
0
W
PROJECT AREA BOUNDARY
U
w
o
SITE AREA = 42,003 SF (96 AC)
- O
w� m
K W N
LL N Q
-
- --_
-
EXISTING GUARDRAIL —�
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zi ..
TT
mm a
__GAu 75 nEc/
ENTRANCE ROAD
i J 2 m
J'4
xO 7,___________EXISTING
CONCRETE BOAT RAMPS
WITH CENTER FLOATING DOCK
a -�
`.
TO BE REMOVED
5 "
- EXISTING GRAVEL
VEHICLE —TRAILER EXISTING SIGN KIOSK
PARKING AREA TO BE RELOCATED I I
•
i
}
FER1 >
GAfA 30 is 4
4 3
\ _' EXISTING GUARDRAILF ~
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RECEIVED
5 2017 } Z
z
—
a DCM- MHD CITY o
` a U - � _, W
RECEIVED OJ
DCM WIUMINGTON, NC U
Z
Dale:
11-17-2016
File Name:
WeMOnslowBase.dvq
Surveyed: ML
30 0 30 60 go Deawn Red: MM
WM
IBM Approved: SJS
_--_— Sheet No.
Scale 1" = 30' PD-1.0

NOT RELEASED FOR CONSTRUCTION =
PROPOSED VAN ACCESSIBLE O
h
HANDICAP PARKING E
SPACE AND SIGN o
U
RELOCATED V0 PROPOSED SINGLE PROPOSED CONCRETE
PARKING' SIGNS CAR PARKING WHEEL STOPS
----------- -------- PROJECT AREA BOUNDARY o2
--------------------
EXISTING GUARDRAIL
w �
7.1' PROPOSED SINGLE o rc z o
a 20.0' CAR PARKING w w
22.0 10 - gwo< ON
Mn 7 ' AEc SAWCUT & 77E z = 5 i_ 662
- -- ---
--------- 420. --� c� INTO EXISTING o o w o
O
ASPHALT PAWNG u z o e
5 10 /20.0' <_ 3 rn E w m
0 _
R 43' ga o
RELOCATED ,
SIGN KIOSK
4Q2' ----
Y 8 X8' CONCRETE � 30' BUFFER
I�
ABUTMENT i,..4 } p
20.0' ----- - R 150'
—
\NO3PARKING/TIE DOWN-,wtA - \
R 100
2 _ 2-. EXISTING GUARDRAIL
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75.86' 1615TALL 8" THICK COIA TE 0 I a
UNDER FLOATING DOCK NWL S PROJECT l I-
_ _7 -- -- ABOVE WATER L , , -
- - A BOUNDARY
_ - __ AREA
,. _ - -.. 35 OFFSET
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1
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PROPOSED FLOATING DOCK _4 \, �� 3 w O
(2 - 8k2O' SECTIONS) PROPOSED FLOATING DOCK z Q
CANAL WIDTH- (2 - 8'x20' SECTIONS) I u J
CANAL WIDTH-144' - C -4 z I W
- PROPOSED REINFORCED '--_5 CANAL WIDTH-139' R E C E 1V E 3 Z
-4 CONCRETE RAMPS
4 ..... _. ..� JAN 0 5 2017
z
CM- MHD CI Y 0
NOTE- THE AVERAGE WIDTH OF THE CANAL IS +-140'. %4 OF THE U
AVERAGE WIDTH IS 35'. THE 35' OFFSET LINE HAS BEEN SHOWN Z
FOR REFERENCE. THE PROPOSED FLOATING DOCKS WILL NOT RECEIVED i
EXTEND BEYOND THE EXISTING BRIDGE BENTS. CM WILMINGTON, NO
z
O
N dL DEC 212M Date:
-- -- CANAL SNDRELIN NWL
— — File Name:
WestOnslowBase.dwg
SITE AREA = 42,003 SF (.96 AC) Surveyed: ML
EX. IMPERVIOUS SURFACE = 32,066 SF (.74 AC) = 76.68% 30 0 30 60 90 esigned: RMM
PROP72 A) = 74.82%
. IMPERVIOUS SURFACE = 31,288 SF C yawn: RMM
( Appmvetl: SJS
CHANGE IN IMPERVIOUS SURFACE = —778 SF (017 AC) Sheet No.
Scale 1" = 30' PD-2.0

NOT RELEASED FOR CONSTRUCTION
N
W
D
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PROPOSED SPOT H > m
ELEVATIONS TYP. w W R
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\ _ GRADING NOTES: D C M- M H D C u O
3 -- -a__ -_ �� \ ` �' -- 1. ALL SLOPES ARE TO BE 4:1 MAXIMUM UNLESS (n
PROPOSED CONTOURS ' - \ * " \ -3 OTHERWISE NOTED. LLj
• 1 1"--� .J�' '� _. 2. ALL GRADING MUST PRODUCE SURFACE DRAINAGE
SEE SHEET 4.0 FOR LIMITS OF MAINTENANCE DREDGING ADEQUATE TO PREVENT STANDING WATER OR WET AREAS. c�
. ,_.� _\ ,, • 3 EXISTING TOPOGRAPHIC SURVEY BY NCWRC Z
- - -4 4 ALL GRADES ARE TO BE FIELD VERIFIED BY THE
� -- � � • � _, � If- CONTRACTOR PRIOR 70 BEGINNING CONSTRUCTION. THE
_q . ENGINEER SHALL BE NOTIRED IF ANY DISCREPANCIES Z
...."� :' EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. 0
a _ _ .�,, v_ 5. CONTRACTOR SHALL NOTIFY INC ONE CALL" AT LEAST U
•\ 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
i EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. 0
O
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT �
• PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF fA
NC ONE CALL." RECEIVED Z
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SITE AREA = 42,003 SF (96 AC) t ()CM WIUMINGTCN, NC )ate:
EX. IMPERVIOUS SURFACE = 32,066 SF (.74 AC) = 76.689 11-17-2016
PROP. IMPERVIOUS SURFACE = 31,288 SF (.72 AC) = 74.827 DEC 21 File Name:
CHANGE IN IMPERVIOUS SURFACE = -778 SF (017 AC) Wesf)nslow9ase.4wg
Suweyed: ML
30 0 30 60 90 oeaw�ed. wM
-- Approv : SJS
Sheet No.
Scale 1" = 30' PD-3.0

NOT RELEASED FOR CONSTRUCTION
IV
CONTRACTOR TO PROVIDE
SEDIMENT CURTAIN
AS NEED
}
N
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+-JO
NOTES: 1. ALL DREDGING ACTIVITY TO MAINTAIN A MINIMUM 10' SETBACK FROM ALL BRIDGE STRUCTURES.
2. ALL DREDGE SPOIL TO BE BE HAULED OFF -SITE TO REGIONAL LANDFILL.
J. CONTRACTOR TO INSTALL SEDIMENT CURTAIN/TURBIDITY BOOMS AS NEEDED TO MINIMIZE IMPACTS DURING OPERATIONS.
4. WATER DEPTHS ARE RELATIVE TO NORMAL WATER LINE ELEVATION.
MAINTENANCE DREDGE DEPTH= -5.0'
AVERAGE WATER DEPTH= -3.77'
AVERAGE CUT= 1.23'
DREDGE AREA= 16,786 SF
VOLUME REMOVED= 765 CY
PARKING AREA
LIMITS OF DREDGING
NC-210 BRIDGE EXISTING UNDERWATER I1
ELEVATIONS
___1_7
EXISTING UNDERWATER
CONTOURS
+-JJ
+•25 +_22 +-T.6
15'
TYP.
PROPOSED RAMP
REBUILT DOCK
+
-OMITS OF DREDGING
RECEIVED
JAN 0 5 201
RECEIVED
f)GM- MHD CIT" WILMINGTON,
DEC 21 2016
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11-17-2016
RMM
RMM
SJS
PD-4.0

NOT RELEASED FOR CONSTRUCTION
ASPHALT PARKING LOT CONCRETE APRON
8" REINFORCED CONCRETE
1.5 6" WASHED STONE
7
—15
7/PD-5.0
RAMP 1 PROFILE
i"=i5'
ASPHALT PARKING LOT CONCRETE APRON
1 8" REINFORCED CONCRETEI
6" WASHED STONE
TOP OF RAMP/
VERTICAL CURVE VERTICAL CURVE
ELEV = 4.00 TELEV = 2.80
RAMP STRUCTURE
8" STEEL REINFORCED CONCRETE
6" WASHED STONE
12" CLASS A RIP RAP
TOP OF RAMP/
IFVERTICAL CURVE `VERTICAL CURVE
ELEV = 4.00 F1 Fv = z Rn
55.66'
RAMP
= 1149
GRADE
BOTTOM OF RAMP
ELEV = —5.00
,-EXISTING GRADE
SEE SHEET 4.0 FOR
LIMITS
am=
r
10
Gj
10
1.5
10
10
5
5
0
4RAMP
E =
14%p
n
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z0.
—10
10
—15
15
2/PD-5.0
RAMP 2 PROFILE
TIE ABUTMENT APPROACH
Tn TnP OF RAMP-F1 FV = 4_nn I
RAMP STRUCTURE
8" STEEL REINFORCED CONCRETE
6" WASHED STONE
12" CLASS A RIP RAP
BOLLARD (x2) CONCRETE DOCK ABUTMENT
TOP OF ABUTMENT
— TnF nF APl1TMFAIT
\-BOTTOM OF RAMP
`CUT/DREDGE
ELEV = —5.00
SEE SHEET 4.0 FOR
LIMITS
F1 nAmtr nnCl(
RECEIVED
JAN 0 5 2017
15 — ELEV = 2.00 (2 — 8'x20' SECTIONS) XISTING GRADE
DCM-
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15
3/PD-5.0
FLOATING DOCK (BETWEEN RAMPS) PROFILE
BOTTOM OF RAMP `CUT/DREDGE
ELEV = —5.00 SEE SHEET 4.0 FOR
LIMITS
) CITY
IVD
M ILWIINcNON, NC
DEC 21 20%
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File Name:
WestOns owDase.Ewg
SunreyeA:
ML
esigned:
RUM
Drawn:
RMM
PD-5.0

NOT RELEASED FOR CONSTRUCTION
N'l'
7/PD-6.0
ASPHALT PAVEMENT
NITS
3" S9.5B SURFACE COURSE ASPHALT
PAVEMENT
8- (MIN) COMPACTED AGGREGATE
BASE COURSE STONE
VAN ACCESSIBLE
REQUIRED
v"
A ESSS�
IAS
RESERVED
R7-8 SIGN, BOLT T
PARKING
POST W/ 3/8" CADMIUM
PLATED BOLTS, NUTS,
AND WASHERS.
NOTE: SIGNAGE TO PER
N.C.S.B.C. DETAILS
MA%IMUM
PE un
R7-8 & R7-8D
szso
CONDITION 1:
N PEDESTRIAN PATH
DOES NOT PASS
0
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UNDER OR AROUND
SUBGRADE
GALVANIZED "U"
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SIGN.
CHANNEL POST
o
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CONDITION 2:
PEDESTRIAN PATH
c
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GOES BY, UNDER,
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OR AROUND SIGN.
PAVEMENT OR
GENERAL NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES SHALL BE IDENTIFIED BY ABOVE -GROUND
SIGNS.
2/PD-6.0
ADA SIGNAGE
NTS
EDGE OF
3/PD-6.0
WHEELSTOP
NTS
CONCRETE WHEELSTOP
— 9" WIDE % 6.5" TALL % 6' LONG
— TWO Y," THRU—HOLES FOR ANCHORING
LOT
#4 REDAR, 2' LONG
2 PER WHEEL STOP
RECEiVED
JAN U 5 2017
DCM- MHD
RECEIVED
DCM WILMINGTON, NC
DEC 212016
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11-17-2016
le Name:
WeslOnsloeA.ae.dvg
urveyed: ML
esigned: RUM
mwn: RMM
UOmved: SJS
PD-6.0

10
NOT RELEASED FOR CONSTRUCTION
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CONFORM TO ACI-3/8-11 BUILDING CODES FOR STRUCTURAL CONCRETE. READY MIX
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CONCRETE SHALL MEET A57M-C94 SP£CIFICATUA! REINFORCING STEEL SHALL BE GR4DE-6O
usp ti c
MEETING ASTM-A615 SPECIFI ATTONS.
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2. ABUTMENT WE MUST BE LEVEL BEFORE PLACING FORMS AND REINFORCING STEEL
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4• HT REBUT CHAIR
3, MAINTAIN MIN J" CLEARANCE BETWEEN REINFORCING STEEL AND INSIDE OF FORMS AND 2"
Z 2 W
WITH BASE 2' MAX
STEEL CLEARANCE BETWEEN TOP OF AND TOP SURFACE OF CONCRETE.
w-
SPACING (1YP.)
4. TIE STEEL USING AMPLE WIRE TIE CONNECTIONS AT EACH INTERSECTION.
5. SUPPORT REB4R GAGE USING 4" M. REB4R CHOIRS ATTACHED TO STIRRUPS AT 2' MAX
SPACING.
N
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6. INSTALL ALL ANCHOR BOLTS FOR PIANO HINGE AND SAFETY CHAIN THROUGH PREDRILLED
-
U
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HOLES IN FORM WORK. SECURE WITH WASHERS AND NUTS TO OUTER FACE OF FORM. RE
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BOLTS TO REBAR CAGE
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USE WBR4T0R TO CONCRETE AND ELIMINATE VOIDS IN CORNERS AND
N
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9. READY MIX CONCRETE SHALL BE 4,500 PSI NCDOT CLASS M FTTH FIBER AND 4• SLUMP00
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BOLTS (TYP.). SET IN
PREDRILLEO FORM HOLES WITH
B
14," TH
OFTHREADAND PTO
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JAN 0 5 2017
W
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FORM AND TIED
REB4R GAGE
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VIEW
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1 1
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W
WOODED FORM WORK (1YP.)
BETWEEN TOP OF STEEL
AND SURFACE OF
#4 BARS ®
12° O.C.
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#4 BARS, ®
12". O.C.
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- i6" UP JOINT WITH
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0
SIMPLE TIES
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4• HT. REBAR CHAIR
ANCHOR BOLM (TYR)
\WOODEN FORM WORK
co
14 BAR SUPPORT FOR
SAFETY CHAIN
WITH BASE - 2' MAX.
14 84R SUPPORT FOR
ANCHOR BOLTS
ANCHOR BOLT
SPACING (TIP.)
ANCHOR BOLTS)
0
RECEIVED
oaLe:
11_17_2016
DCN4 WILI`AINGTO, NC
SECTION A —A
SECTION B—B 21 2016
File Name:
Wes OnslowBase.tlWg
1/SHEET 6.7
DEC
Sumeyetl: ML
CONCRETE ABUTMENT
Designed: RMM
NOT TO SCALE
raven:RUM
Approved: SJS
Sheet No.
PD-6.1
91"
#4 STIRRUPS ® 12" O.C.
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