20150179 Ver 1_CAMA Application_20150212

I I A
&&7y 2 0 1 5 0 1 79
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
February 9, 2015
MEMORANDUM
TO
FROM
SUBJECT
Applicant:
Donald R van der Vaart
Secretary
Karen Higgins
Division of Water Resources
Daniel Govom
Mayor Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
City of Havelock
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II
FEB 1z2b15,
Project Location: Craven County, adjacent to Slocum Creek at 120 Church Rd., in Havelock.
Proposed Project: Proposes to construct a public earthen kayak launch with a floating dock, a
pedestrian bridge, picnic shelters, a community center, amphitheater,
restrooms, walking trails, parking lot, and driveway for public use in
Slocum Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 1, 2015 If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at (252)808 -2808 Ext 214 When appropriate, in -depth comments with
supporting data is requested
REPLY: This agency has no objection to the project as proposed
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes are
incorporated See attached
This agency objects to the project for reasons described in the attached
comments
SIGNED DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone [phone] FAX [phone] Internet www nccoasralmanagement net
An Equal Opportunity/ Affirmative Action Employer

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DlVffSION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME City of Havelock
LOCATION OF PROJECT SITE The project is located adjacent to Slocum Creek at
120 Church Road, in Havelock, Craven County
Photo Index — 2006: 79 -5247, grids V -5; 2000: 78 -857, grids V -5.
State Plane Coordinates - X 799308.157 Y: 128318.968
Longitude: 076 055'27.54 "W Latitude: 34 °53'19.94 "N
INVESTIGATION TYPE CAMA
INVESTIGATIVE PROCEDURE Date(s) of Site Visit — 1115115
Was Applicant or Agent Present —No
Photos Taken — No
PROCESSING PROCEDURE Application Received — cc 1/30/15
Office — MHC
SITE DESCRIPTION
(A) Local Land Use Plan —1996 City of Havelock (3/26/1999)
Land Classification from LUP — Urban
(B) AEC(s) Involved PTA, PTS
(C) Water Dependent Yes
(D) Intended Use- Public
(E) Wastewater Treatment. Existing — Municipal WWTP
Planned - N/A
(F) Type of Development. Existing — undeveloped
Planned - a kayak launch and dock, pedestrian bridge,
amphitheater, walkways, parking area, access drive, picnic
shelter, statue, office with restrooms, plaza with rain
gardens, and a community center
(G) Estimated Annual Rate of Erosion N/A
Source — N/A
HABITAT DESCRIPTION DREDGED FILLED INCORP /SHADED
(A) Open Water 1,230 fe shaded
17,500 ft incorp
(B) Section 404 Wetlands
225 ft
(C) High Ground !i [I 82,764 ft` 11 1
(E) Total Area Disturbed 84,294 ft`
(F) Primary Nursery Area. Yes
(G) Water Classification- SC, Sw, NSW Open- No
(H) Cultural Resources. None

Field Investigation Report:
Havelock--Slocum Parr
Page 3
formalized boat slips proposed
The proposed pedestrian bridge will be located near the western corner of the parcel. It will traverse
over Slocum Creek in a northwesterly direction to connect to the Havelock Visitors' Center property
on the opposite shoreline The bridge would be 6' wide and 125' long in order to span across Slocum
Creek An overlook platform is proposed on the far end of the bridge, adjacent to the Visitors' Center
property This viewing platform will be 10' wide and 15' long. Water depths beneath the center of
the bridge range from -14' to -19' NWL The bridge is proposed to beat least 8 5' above the normal
water level to allow thru navigation of the typical size vessels that would be utilizing this portion of
the tributary
Anticipated Impacts:
There is no known previous permit history for this site. The proposed pedestrian bridge will not pose
a hazard to navigation as it would be less restrictive to navigation as the downstream NC highway 70
bridge (0 14 mile to the north) and the railroad trestle upstream (0 19 mile to the south) of the
proposed project location The proposed viewing platform on the north end of the bridge will extend
10' waterward into this 125' -wide section of Slocum Creek The proposed dock will be greater than
15' from the adjacent riparian property areas and will extend 18' waterward into this 90' -wide section
of the tributary The proposed public dock and pedestrian bridge will shade 1,230 ft2 of Public Trust
Waters. The earthen kayak launch will impact 225 ft2 of Section 404 Wetlands. The kayak launch
and the pedestrian bridge are the only proposed impacts to the 30' Public Trust Shoreline AEC
The proposed asphalt parking lot, driveway, amphitheater and community center plaza will impact
82,764 square feet of high ground. The proposed ramps and bulkhead backfill will impact 199
square feet of Section 404 Wetlands A portion of (approximately 600 square feet) the proposed
hardened kayak launch approach and connecting greenway trail will impact Zone 2 of the Neuse
River Basin Riparian Buffer The remaining proposed improvements are outside of the Neuse
River Riparian Buffer area
Traditional marine construction methodology will be utilized during the construction of this public
dock, pedestrian bridge, and kayak launch Temporary turbidity impacts are anticipated during
construction Silt fencing will be installed along the shoreline to prevent sediment from entering
the adjacent waterbody
There is not a cultural resource in the nearby vicinity of the project area This project area is
subject to the Neuse River Riparian Buffer Rules These inland waters of Slocum Creek are
classified as a Primary Nursery Area and the presence of submerged aquatic vegetation is
currently unknown This area is closed to shellfish harvest and is classified as SC, Sw, Nutrient
Sensitive Waters There is not a defined Federal Channel near the project area.
Brad Connell (February 9, 2015 Morehead City

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RECEIVED
THE WOOTEN COMPANY
ENGINEERING PLANNING ARC H I7 EC T U RE
301 Wes[ Idlh S reei Greenville NC °733,'
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TECHNICAL RESPONSES
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Responses to 'Technical Review Comments Dated January 14, 2015
City of Havelock, North Carolina
Slocum Creek Historic Waterfront Park
CAMA Major Permit Application
January 22, 2015
TWC Project No.: 2972 -U
Technical Review Comments
Please note that revisions made in the report are listed in blme
1. General Review
1 Project Narrative please elaborate on the "high span" of the pedestrian bridge (list
dimensions and how that span does not impede traditional navigation, 1 e discuss
upstream train trestle and downstream bridge clearances),
A brief description has been added to the project narrative to provide additional
description of the upstream and downstream bridge structures as well as
additional information on the bridge dimensions and features
2 Form DCM MP -1, 6f please submit the signed "green cards" and list Chad
Weddmgton's telephone number in the space provided,
The contact information for Mr. Chad Weddington has been updated.
3 Form DCM MP -2, E &F Table the kayak launch in the detail drawings is shown to
be approximately 3' by 40', but where is this 3' by 25' boat ramp in the work plan
drawings ?,
The kayak launch has been revised in the working drawings to more accurately
reflect the location and the size of the proposed earthen kayak launch area.
4 Form DCM MP -2, 4, is this kayak launch the same as the boat ramp in the E &F
Table? If so, then please check the N/A box,
The kayak launch is the sane as the referenced boat ramp. Section 4 has been
checked "N /A ".
5 Form DCM MP -4, lc please complete this section instead of the finger piers
section,
Section 1C has been completed with the updated information as described in
Item No. 10 below. The floating clock will be approximately 12' x 20' with the
EZ Kayak Launch attached for an overall area of 15' x 27'. The dock and
launch will parallel the shoreline as to not impede greater than 25% of the
channel width. In addition, section 1E has been updated to reflect the new
dimensions of the proposed floating dock.
DECEIVED
Page 1 of 3

6 Form DCM MP -4, lg -h a kayak launch is not considered a boat slip,
'r
Sections IG s& 1H have been revised to remove references to the EZ Kayak
Launch system.
7 Form DCM MP -4, 7b please note the distance to the public boat ramp dock that is
dust downstream of this proposal,
The proposed floating dock will be located upstream approximately 650 LF in a
straightline path and 850 LF in a streamline path to the NC Wildlife Public Boat
Ramp. Section 7B has been revised accordingly.
8 Form DCM MP -4, 8 this section is not applicable as these proposals should be
addressed in the previous questions and forms,
Section 8 has been revised to 66N /A" status.
9 Work Plan Drawings please show the riparian property lines, please include a note
of the percentage of proposed impervious surface within the AEC and show the
calculations, please also note the clearance of the train trestle upstream, please show
the existing water depths relative to the proposed bridge and floating dock on Sheet
C 1, and please insure that bridge pilings are not proposed in the middle of the
deepest navigable portion of the creek
Riparian Property Lines: Sheets A.1, C.1, & L.9 have been updated to indicate
the Riparian Property Lines.
% of Impervious Surface w /in AEC: Sheet L.9 has been updated to include the
supporting calculations showing there will be approximately 11.87% Impervious
area inside the AEC.
Clearance of upstream/downstream structures: Sheet C.1 has been updated to
include notes on the upstream and downstream clearances. The upstream train
trestle is approximately 10.6' above NI;VL while the NCDOT bridge downstream
is approximately 8.5' above NWL.
Existing Water Depths: Sheet C.1 has the approximate water depths of each
cross section shown in Sections I.C.1 and 2.C.2, respectively.
Bridge Pilings: The pedestrian bridge has not yet been designed; however, these
conditions will be included in the future design.
10 Please Note: The water body width is 84' across The 1/4 width rule limitation for
the floating dock is 21' waterward of the normal water level (NWL) Therefore, your
current dock proposal exceeds that limitation by approximately 10' This is not
allowable under 15A NCAC 07H .0208(b)(6)(G)(iii), which states, "Pier and
docking facility length shall be limited by... 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 "
Please revise your proposal to be consistent with this rule
RECEIVED
Page 2 of 3 JAN 2 7 7'1

The proposed floating flock with kayak launch has been revised on each of the
'
design sheets to rellect a new layout. This layout will extend the floating dock to
approximately 18' waterwarai of the NWL. 'Finis is approximately 3' less than
the 2F of encroachment allowable under 15A NCAC 07H .0208(b)(6)(G)(hi)
RECEIVED
JAN 2 0 201"1
Page 3 of 3
D1SM-1411 jO AsJTjv

NARRATIVE
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J~ CAMA MAJOR NARRATIVE
CITY OF HAVELOCK
SLOCUM CREEK HISTORIC WATERFRONT PARK
APPLICANT: City of Havelock
PO Box 368
Havelock, North Carolina 28532 -0368
PROJECT:
The construction of the Slocum Creek Historic Waterfront Park will be completed in
phases Previously funded through a CAMA Access Grant and additional funding
sources, the City of Havelock has purchased a vacant parcel on Church Road as the
location for the proposed park The next phase (CAMA Phase III) will complete site
preparation and improve vehicular access into the site to facilitate handicap
accessibility down to the water front Phase IV will install bathrooms and an
educational center onsite as well as an amphitheater Phase V will install a pedestrian
bridge across the creek finalizing a connection between the tourist and event center and
the park site
In lieu of permitting each of the remaining CAMA phases separately, this CAMA
Mayor Application requests a permit to cover the proposed park build -out plan (CAMA
Phases III -V) to allow the City to proceed forward with improvements as funding
- -- becomes available
Phase III provides the design and construction of a parking lot and improved pedestrian
access to the kayak launch facility and picnic features within the park The vehicular
improvements include adding a second driveway that will allow larger vans and busses
to enter the site from Church Road and exit onto Woodland Drive These vehicular
improvements will be designed for compliance within the long range master plan vision
to ensure that all work is integrated within the overall concept master plan
Construction of the parking lot also facilitates the completion of the preliminary
grading of the overall park, necessary to provide handicap accessibility from the
parking areas down to the water edge
Phase III components will include preparation and construction of a parking lot and
supporting access drives, an accessible pedestrian connection from parking lot to the
water's edge and preliminary site grading preparation for the future phases of
construction An initial set of interpretative signage is also included in this phase to
establish learning stations within the park orienting visitors to the natural features and
historical events surrounding the site
The design of the proposed parking lot will be constructed using a combination of
permeable paving within the parking stalls and asphalt within the drive aisles Not only
does this approach allow for a stable and accessible surface, the use of permeable
RECEIVED
Pagel of 3
"Aln-,-, �t"Illy

SITE:
pavers will aide in mitigating storm water impacts by providing retention areas and
infiltration under the parking lot for storm water This site will serve as a demonstration
project for the community, showing how permeable pavers and other stormwater
devices function and help promote their use across the City of Havelock
The pedestrian improvements seek to provide an accessible path that connects the
parking areas to the water's edge The site will be graded to also support an accessible
path from the water up to the future bridge site, part of Phase V
In phase IV, the cultural significance of the site will be enhanced by incorporating the
historic Trader General Store and Havelock Railroad Depot buildings to this site,
repurposing them to serve as community event space and exhibit space
In Phase V, the Slocum Creek Historic Park will be directly connected to the tourist and
event center through the construction of a pedestrian bridge The pedestrian bridge
location, as shown on the concept plan and within the master plan, has been sited to
make use of the existing natural bluffs on both sides of the creek and will allow the
bridge to have a high span over the surface of the water This will allow the bridge to
have minimal impact to the capabilities of small water craft navigating through the
creek from the northeast to the southwest The depths and widths of the channel already
limit access to this area to small motorized craft and paddle type water craft The
project site is bounded both upstream and downstream by existing bridge structures, a
train trestle set 10 6' above NWL and a NCDOT bridge set at 8 5' above NWL,
respectively The pedestrian bridge proposed with this project will have a minimum
clearance of 8 5' above NWL to meet and /or exceed the downstream clearance
provided by the NCDOT bridge The support columns for the approximate 205'
pedestrian bridge have not yet been designed, but will be designed to minimize the
impact to the navigability of the creek through measures such as avoiding structural
supports from the deepest part of the channel and providing the widest span feasible to
reduce the number of obstacles in the channel At the point of crossing the creek, the
deepest portion of the channel is 18 93 deep
Property was acquired with CAMA/Coastal Land Trust/Bate Foundation/City funding
in 2013 with 285' frontage on Slocum Creek to provide access to the water front
Beyond access, this acquisition allowed the City to selectively clear the site of invasive
species, preserving the existing native species and allowing them to thrive, this process
was conducted with the assistance of forestry and environmental experts
The property is well situated near the center of City and of adequate size to support a
variety of uses including picnic facilities, water access along the water edge and the
ability to provide direct water entry points The Creek is an Estuarine water classed C,
SW, NSW (Aquatic Life, Secondary Recreation, Swamp Waters, Nutrient Sensitive
Waters) North of the site on the opposite side of the creek sits the City's Tourist and
Event Center
PECENED
JANI 2 7 7015 Page 2 of 3
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The Havelock Rotary Club, working with CAMA in 2000, installed walking paths from
the Tourist Center to the banks of Slocum Creek on the event center side of the creek
Outside of this grant request, the City of Havelock has designated funds from its"
Sidewalk Fee in Lieu" program to establish sidewalk connections from the tourist
center site to the newly constructed Church Road Bridge (B -4488) The event center
side also hosts a small craft launch funded by CAMA, which operates at full capacity
on temperate days This CAMA boat ramp sits 600' north of the subject site is
primarily used for launching larger motorized watercraft from trailers
Key in fulfilling the City's Parks and Recreation Master Plan is the ability of the
Slocum Creek Historic Park to provide a variety of opportunities to the residents in
terms of direct access and passive access to the creek This site is also in keeping with
the CAMA funded Comprehensive Land Use Plan and the City Capital Improvement
Plan (CIP), and the Slocum Creek Master Plan
The completion of property acquisition and the realignment of Church Rd Bridge
(NCDOT project B -4488) makes huge strides toward providing fishing/canoeing
opportunities for more citizens and visitors In December 2013, the City was awarded
CAMA Access funds to develop Phase II of the park which consists of the purchase and
installation of 2 kayak launches, several picnic tables, benches, trash receptacles,
permanent grills, wayfindmg signage and improvements to the existing driveway
Phase III expands on the initial scope of Phase II by improved vehicular access and
_- parking to allow individual users as well as vans and small activity buses to access the
site
The two buildings depicted on the conceptual layout /site plan are the old general store
in City, which would be relocated to the site, and the old railroad depot, which has been
titled to the City and is ready to be moved to the site, this would occur in Phase IV or
later A footbridge is depicted at the southwest of the site, connecting one side of the
creek to the other To the right (north) of the footbridge is the location identified for the
Kayak launch This location includes a traditional kayak dock and an EZ kayak launch
system, both designed to allow for easy access to the water's edge As clearing of the
property progresses, the kayak platform vendors will meet with the site designers on
site to identify the final locations for the kayak entry facilities, so as to create minimal
disturbance to the existing environment and make optimal use of existing geography
Picnic tables, permanent grills, trash receptacles, and park benches are included and
will be installed throughout the property with Phase II
RECEIVED
°'A 2 r' Page 3 of 3
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DCM MP -1
RECEIVED
IAN 92 7 2119,

®ISM 51M
mWer levegeonsfil Permit
'last revised 12127/06)
V-w& Carolina DIVISION OF COASTAL MANAGEMENO
9. Pririia�y A0iicant/ Landot�ner Mfor- a- d n
r
_ a z_
Business Name
Protect Name (if applicable)
Business Name
City Of Havelock
Slocum Creek Historic Waterfront Park
Applicant 1 First Name
MI
Last Name
City of Havelock
MI
Last Name
Applicant 2 First Name
MI
Last Name
Frank
MI
Bottorff
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
PO Box
City
State
368
Havelock
NC
ZIP
Country
Phone No
FAX No
one No 2
28532-0368
United States
252-444 -6400
ext
252 - 447 - 0126
Street Address (if different from above)
City
State
ZIP
City Hall, 1 Government Avenue
Havelock
NC
28532-
Email
Street Address (if different from above)
fbottorff @havelocknc us
State
ZIP
2. , Agent/Contractor Ififorrnation
Business Name
The Wooten Company
Agent/ Contractor 1 First Name
MI
Last Name
Derrick
C
Smith
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
301 West 14th Street
Greenville
NC
ZIP
Phone No 1
one No 2
27834
252 - 757 - 1096
ext 235
- ext
FAX No
Contractor #
252 757 3221
N/A
Street Address (if different from above)
City
State
ZIP
N/A
N/A
N/A
Email
dsmith @thewootencompany corn
<Form continues on back>
J AN 27 12l�
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. ' P Ojet t Loriation
a
County (can be multiple)
Street Address
State Rd #
Craven
120 Church Road
1763 (Church Road)
Subdivision Name
City
State
Zip
Forest Hills
Havelock
NC
28532-
Phone No
Lot No (s) (if many, attach additional page with list)
252 - 444 - 6400 ext
12368, 53516, 1 ,
a In which NC river basin is the project located
b Name of body of water nearest to proposed project
Neuse
Slocum Creek
c Is the water body identified in (b) above, natural or manmade?
d Name the closest major water body to the proposed project site
®Natural []Manmade ❑Unknown
Slocum Creek drains to Neuse River
e Is proposed work within city limits or planning jurisdiction'?
f If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within
g
City of Havelock
-4. _ t ife'®escripiiori'
a
Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
259 83 feet for Park
112,820 4 sq ft for Park
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
2 59 ac, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
22 feet ❑NHW or ®NWL
e
Vegetation on tract
Area along shoreline of proposed park is currently wooded with small shrubs as well as mature deciduous trees The
existing trail head opposite the creek from the proposed park is prodommantly mature deciduous trees
f
Man -made features and uses now on tract
Manmade features on the proposed park property are limited to a single electrical pole with an area site light and the
adjoining overhead electrical line The existing trail head opposite the creek from the proposed park is a previous project in
which fill was brought in to develop an elevated earthen walking trail above the surrounding low -land extending from the
City's Visitor Center property
g
Identify and describe the existing land uses adjacent to the proposed project site
Along the shoreline of the proposed park property the parcel north of the park is an undeveloped property owned by
Kenneth & Cresencia Grimm The parcel to the south of the park is developed for single -family residential
In -land the parcels are used for the City of Havelock Visitor Center with parking lot and a Hampton Inn hotel with parking lot
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
R -10
(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 it involve a ❑Yes ❑No ®NA
National Register listed or eligible property?
<Form continues on next page>
DECEIVED
JAN 27 91119
>2 'I a3a aLfi i - r2i: ',a 7 Apr ni ,acr.n� a, ,�a f r ^n �ilmC s+P�1
sr1 r r-'

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ®Yes ❑No
(u) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (u) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
Wastewater collection and treatment will be by the City's existing collection system and WWTP
o Describe existing drinking water supply source
Water will be supplied by the City of Havelock
p Describe existing storm water management or treatment systems
Surface run-off in combination with BMP's
5. Activities and Impacts = - -
a
Will the project be for commercial, public, or private use? []Commercial ®Public /Government
❑Private /Community
b
Give a brief description of purpose, use, and daily operations of the project when complete
The purpose of the project is to construct, in phases, a new community park on the south and east side of Slocum Creek,
situated south of US Highway 70 in the City of Havelock As part of the park, a new entrance will be constructed on Church
Road to provide access to an ulitmate build -out of parking facilities, open air shelters, an ampitheater, walking trails and a
kayak launch from a new pier A pedestrian bridge will also be constructed to provide access to an existing walking trail on
the north and west side of Slocum Creek
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
The lot for the park is anticipated to be constructed in two (2) phases including clearing of exisiting trees and underbrush
followed by regrading and seeding to provide open space for Phase 1 of construction Phase 2 will include further grading
and construction of permanent walking, parking and meeting facilities Bull dozers, front -end loaders and trackhoes will be
utilitized
d
List all development activities you propose
The 2 phase project will include concrete walking paths, asphalt road, permeable pavement parking spaces, an open -air
amphitheather, picnic shelters, public restrooms, a pier connected to a floating kayak launch, and a wooden pedestrian
bridge connecting to an existing earthen walking trail on the opposite side of Slocum Creek
e
Are the proposed activities maintenance of an existing project, new work, or both? New
f
What is the approximate total disturbed land area resulting from the proposed project? 1 90 ❑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
There are no new discharges proposed with this project as the site currently drains over natural terrain to Slocum Creek
After the site is regraded and BMPs are constructed the discharge will continue to be to Slocum Creek
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
I
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
<Form continues on back>
RECEI1rED

YT !
sr
Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6.- Additional information- ,� _• .° =',, ", ` , : - �. �
-In;addition`to this'oompleted application form, (MP_-1) the,following items below, if applcable, must be submitted in order'for the application _
package to becoinplete Items (a) - (0 are always applicable to any mator,�development application 'Please consult the-,applrcation`a
rristruchon booklet on how to properly prepare the redwr`ed 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 Kenneth O &,Cresenca_P Gnmm =_ ; . , _ 'Phone No 252 4.47 4542: ,.
Address :104 E =Saddle Lane, Haveiock, -NC 28532 �� a r
Name Chad T Weddington Phone No 304 768 9869
Address 125 7`" Street, Dunbar, WV 25064
Name ' Phone No ^_, t
- Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
N/A
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I 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 113A1-10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
7. Certification and Permission to Enter on Land, -
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project
I further certify th at the information provided in this application is truthful to the best of my knowledge
Date , %C040(5 Print Name'lM— 1 L' �, )�
Signature 7:)::I�
Please indicate application attachments pertaining to your proposed project
®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information RECEIVED
.SAP' 90 Z915
Dcv -Mk-1E) ,a, j~v
?75 2 " .ai -,�3L-4 1 IS 31 --R1;0 A25 If 7L jv r r _�;2'--, , -II,Vh a9y? , ._r a;i -

DCM mp -2
"-'FCCE VEED
pC,14_a,)� in CI I V

Fortralt ®CM MP-2
(-.EXCAVATION and FILL
lExcept for . ,i
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 protect Please include all supplemental information
Describe below the purpose of proposed excavation and /or fill activities All values should be given in feet
Access
= ❑This section not applicable
= y
a
Amount of material to be excavated from below NHW or NWL in
b Type of material to be excavated
Other
Topsoil & sand
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
NWL )
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
stabilization
Length
❑CW ❑SAV []SB
3
(u) Describe the purpose of the excavation in these areas
Width
Boat Ramp
25
f
Avg Existing
DISPOSAL OF EXCA VATED MATERIAL
❑Ttus section not applcable -
a
2
NA
=
On -Site
Depth
D
c
(i) Do you claim title to disposal area?
d (i) Will a disposal area be available for future maintenance?
y
®Yes []No ❑NA
Final Protect
(u) If yes, where?
2
e
NA ` -
f (i) Does the disposal include any area in the water?
Depth
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ®No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
-
number of square feet affected
1. `EXC,4V.4T101i! -_ =
_
= ❑This section not applicable
= y
a
Amount of material to be excavated from below NHW or NWL in
b Type of material to be excavated
cubic yards
Topsoil & sand
1 48 CY
c
(Q Does the area to be excavated include coastal wetlands /marsh
d High- ground excavation in cubic yards
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV []SB
®WL 225 ❑None
(u) Describe the purpose of the excavation in these areas
Boat Ramp
f
2.
DISPOSAL OF EXCA VATED MATERIAL
❑Ttus section not applcable -
a
Location of disposal area
b Dimensions of disposal area
On -Site
15 ft x 15 ft
c
(i) Do you claim title to disposal area?
d (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
®Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner
(u) If yes, where?
On -Site
e
(i) Does the disposal area include any coastal wetlands /marsh
f (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ®No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
(u) If yes, how much water area is affected
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(u) Describe the purpose of disposal in these areas
RECEIVED
JAIN "17 20Tj
�
..w� ..O8 230 6 1 -3z;� = A3 3"

3. SHORELINE STABILIZATION '® This section not applicable
' (If development is a wood groin, use MP -4 = Structures)
a Type of shoreline stabilization
d�~'3
[]Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other
T
c Average distance waterward of NHW or NWL
e Type of stabilization material
g Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap
Breakwater/Sill Other
I Source of fill material
b Length
Width
d Maximum distance waterward of NHW or NWL
f (i) Has there been shoreline erosion during preceding 12
months
❑Yes []No ❑NA
(n) If yes, state amount of erosion and source of erosion amount
information
h Type of fill material
4. OTHER FILL ACTIVITIES J ®This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? ❑Yes []No ❑NA b (i) Will fill material be placed in coastal wetlands /marsh (CW),
If yes,
(n) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a How will excavated or fill material be kept on site and erosion
controlled?
All material will be kept outside of the AEC contained by a silt fence
barrier
c (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
submerged aquatic vegetation (SAV), spell bottom (brs), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(n) Describe the purpose of the fill in these areas
b What type of construction equipment will be used (e g , draglme,
backhoe, or hydraulic dredge)?
Backhoe
d (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(u) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
1 Clty,of Havelock _ RECEIVED
Date Appli� Nam t J�"� t� mi
Slocum Creek Historic Waterfront Park FF
Applicant 'Signature v
�> Project Name
-- 5 w FCi,2S�'-' 1 'W -J 2l "r,'-1, ',, � z ;r 1j- n ''"1' 2 '7 �4's.= =!M"' —, �*l: `2: °'Inb

DCM mp -3
RFCEIVED

`DDEVELOPMENT
, iconstruction and/or land disturbing
Attach this form to Joint Application for CAMA Mayor Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed protect Please include all supplemental information
GEA ERAL UPLAND ®El1ELOPMENT
a Type and number of buildings, facilities, units or structures
proposed
Upland development will consist of a community park
including concrete and natural walking trails, wooden piers
and pedestrian bridges, covered picnic shelters, restroom
facilities, and impervious and pervious parking facilities
c Density (give the number of residential units and the units per
acre)
No residential units are proposed
e If the proposed protect 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?
r' ®Yes []No ❑NA
(u) If yes, list the date submitted January 2015
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
307%
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
344%
I Describe proposed method of sewage disposal
Collected wastewater will be transported to the City's
existing gravity collection system on Church Road
b Number of lots or parcels
1 existing parcel
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
1 90 acres
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
Impervious surface will consist of concrete /asphalt for the
parking lot, plaza and sidewalks as well as three proposed
buildings The protect will aslo install a pier and pedestrian
bridge and an amphitheater with concrete seats
h Protects that require a CAMA Major Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(u) if yes, list the date submitted January 2015
DECEIVED
JAN 2 7 2015
101r�
k Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation
I Describe location and type of proposed discharges to waters of the m Does the proposed protect include an innovative stormwater
state (e g , surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges) ®Yes ❑No ❑NA
The site currently drains to Slocum Creek After If yes, attach appropriate documentation
construction the site will utilize sheet flow from areas in
the buffers as well as BMP devices (cisterns, permeable
,w 2 u > n .5i :'Y'" "= ,t, �,.,^ ��r t uati "1�17"+� �47a� M -It yy °fit ��
r I')'? �'L"a

F °orno DMC T7 ;4F--FS a 'DT II
pavement, bio- retention cells, etc ) These will contain
and release the collected stormwater in a controlled
fashion
m Describe proposed drinking water supply source (e g , well,
community, public system, etc )
Water will be supplied by the City's existing distribution
system
o When was the lot(s) platted and recorded?
The property was most recently purchased by the City of
Havelock in 2013 The Deed was recorded on
2/8/2013
Applicant - gnature-
n (i) Will water be impounded? ❑Yes ONO ❑NA
(ii) If yes, how many acres? N/A
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes []No ®NA
RECEIVED
]AN 27 P19
LyC?,r N"oE)CIry
2 z i- Is T.la- 2S-rJy I ss�a- 41RCCI Z, 7 nc): ,-evlwed '12,2,S/Cc-
Date"
Slocum Creek Histonc WaterfrontfPark`'_'`_
Protect Name =` _ -
City of Havelock'
- ,tNani
Applicant - gnature-
n (i) Will water be impounded? ❑Yes ONO ❑NA
(ii) If yes, how many acres? N/A
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes []No ®NA
RECEIVED
]AN 27 P19
LyC?,r N"oE)CIry
2 z i- Is T.la- 2S-rJy I ss�a- 41RCCI Z, 7 nc): ,-evlwed '12,2,S/Cc-

'3
J
DCM mp 4
RECE LC
rq. rVA -t�Ab, -, ^�

Forum ®CM MP-4
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 protect Please include all supplemental information
1.
®OC6�II�G'FACILiTY /N/ARIM,4 CHARACTERISTICS S ;_
- _ ❑This section not apphcatile ;
a
(i) Is the docking facility /marina b
(i) Will the facility be open to the general public?
❑Commercial ®Public /Government ❑Private /Community
®Yes ❑No
c
(i) Dock(s) and /or pier(s) d
(i) Are Finger Piers included? ❑Yes ®No
(n) Number 1
If yes
(m) Length 20 ft
(u) Number
(iv) Width 12 ft
(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
(u) Number 1
(u) Number
(m) Length 20 ft
(iii) Length
(iv) Width 12 ft
(iv) Width
F -
(v) Floating ®Yes ❑No
Note Roofed areas are calculated from dnplrne dimensions
g
(i) Number of slips proposed h
Check all the types of services to be provided
❑ Full service, including travel lift and /or rail, repair or
(u) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ( "wet slips ") only, number of slips
❑ Dry storage, number of boats
❑ Boat ramp(s), number of boat ramps
❑ Other, please describe
i Check the proposed type of siting
❑ Land cut and access channel
❑Open water, dredging for basin and /or channel
®Open water, no dredging required
❑Other, please describe
k Typical boat length 8 -16 Feet
m (i) Will the facility have tie pilings?
❑Yes ®No
(u) If yes number of tie pilings?
`-' N/A
Describe the typical boats to be served (e g , open runabout,
charter boats, sad boats, mixed types)
Kayaks & Canoes
I?ECEIVED
'AI 'AIN 2 7 7111�
I (i) Will the facility be open to the general public?
®Yes ❑No
�'+: -dA3Z I .1tJ�s'4,id'��.;%i3.ni d73G"� i:?r`r`16- ''g�.?:aXe " rr �75ru^'i'?'i.�' I2. 27,0e,

2. DOCKING FACILITYIMARINA OPERATIONS This secbon-►iot applicable
a Check each of the following sanitary facilities that will be included in the proposed protect
® Office Toilets
® Toilets for patrons, Number 1, Location Bath Facilities Upland From Creek
® Showers
❑ Boatholdmg tank pumpout, Give type and location
b Describe treatment type and disposal location for all sanitary wastewater
All wastewater will be collected using the City of Havelock's existing gravity collection system
c Describe the disposal of solid waste, fish offal and trash
Solid waste will be collected in trash bins and dumpsters and will be removed via the City of Havelock's Public Services
Department solid waste service
d How will overboard discharge of sewage from boats be controlled?
N/A Not anticipated given the expected crafts will not be motorized
e (i) Give the location and number of "No Sewage Discharge" signs proposed
There will be a general information sign at the entrance to the park Additional signs will be placed beside the finger pier,
walking bridge and boat ramp
(u) Give the location and number of " Pumpout Available" signs proposed
N/A
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
N/A
g Where will residue from vessel maintenance be disposed of?
N/A Not anticipated given the expected crafts will not be motorized
RECEIVED
h Give the number of channel markers and "No Wake' signs proposed Zero 2095
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
N/A
t What will be the marina policy on overnight and live- aboard dockage?
N/A
k Describe design measures that promote boat basin flushing?
N/A
I If this protect is an expansion of an existing marina, what types of services are currently provided?
N/A
n_ r .sr "VAST ,'�`1• !' ?��'Cc'��.�. �i 7`r�✓�c "�! ^.��- '"`!1 Wf c„ ,'�,�:3 +..i -I�a?" ..

m Is the marina /docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o Is the marina /docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
❑CW ❑SAV ❑SB
®WL 225 []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. EiOA4THOUSE (including covered Irfts) - ®This section not applicable
a (Q Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private /Community
(u) Number
(m) Length
(iv) Width
Note Roofed areas are calculated from dnpline d1mensions
�.
GROIN, (e g, wood, sheetpde, etc, If a rock groin; .use MP -2, Excavation and Fdl) zA ® This section not,apphcab/e
a (i) Number
(u) Length
(w) Width
5. BRE.4KWA TER (e g , wood, sheetpde, 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 F ®This;sechon not applicable
a Is the structure(s) b Number
❑Commercial ❑Public /Government ❑Private /Community
C Distance to be placed beyond shoreline d Description of buoy (color, inscription, size, anchor, etc )
Note This should be measured from marsh edge, If present
e Arc of the swing
DECEIVED
` JAPE 2 7 2015
DcrA k4we,, W"a
252- 8138.28 Q , �, P�f� °pl.� 3 .Ji FJ',ei.R7, '1�Z.5z "..'`��1��T5�s'il Y'�Ka £'Q°a9�:7��t.T," e?,r,sev 11-4 2'7li;G

7. GENERAL. -
a Proximity of structure(s) to adjacent riparian property lines
55 Feet
Note For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
Approximately 110 Feet
e (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(u) If yes, explain what type and how they will be implemented
b Proximity of structure(s) to adjacent docking facilities
The proposed floating dock will be located upstream
approximately 650 LF in a straightline path and 850 LF in a
streamline path to the NC Wildlife Public Boat Ramp
d Water depth at waterward end of structure at NLW or NWL
-3 5 Feet
8. OTWER ®This section not applicable
a Give complete description
Date
Slocum Creek Historic Waterfront Park
Project Name
City of Havelock
"t "Nam - .=
Applicant Signature L
(DECEIVED
E)C_r,,-,,,on i Ira
'�!r,d.p „3;z,.c4�

DCM mp -5
RECEIVED
dCP�

WE ICE NP-5
and LV T
--,BRIDGES Attach this form to Joint Application for CAMA Mayor Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1. BRIDGES _ _ _ []This section not applicable
a Is the proposed bridge b Water body to be crossed by bridge
❑Commercial ®Public /Government ❑Private /Community Slocum Creek
c Type of bridge (construction material)
Wooden Walking Bridge
d Water depth at the proposed crossing at NLW or NWL
Max 18 93 Feet
e (i) Will proposed bridge replace an existing bridge? ❑Yes ONO f (i) Will proposed bridge replace an existing culvert? ❑Yes ONO
If yes, If yes,
(u) Length of existing bridge (n) Length of existing culvert
(w) Width of existing bridge (iii) Width of existing culvert
(iv) Navigation clearance underneath existing bridge (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
9 Length of proposed bridge 250 h Width of proposed bridge 6 Feet
a
I Will the proposed bridge affect existing water flow? ❑Yes ONO t Will the proposed bridge affect navigation by reducing or
If yes, explain N/A increasing the existing navigable opening? ❑Yes ONO
If yes, explain N/A
k Navigation clearance underneath proposed bridge Min 8 5 Feet I Have you contacted the U S Coast Guard concerning their
approval? []Yes ONO
If yes, explain N/A
m Will the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands N/A RECEIVED
waters? ❑Yes ONO
If yes, explain AN 2? ?015
DCnn -MHD CITY
2. CULVERTS 0This'section not apphcable
a Number of culverts proposed b Water body in which the culvert is to be placed
< Foy continues on back>
i. � °a _- -43 iJ:w .' d9)tis 1- 10 a4 fl-, " " 1 ,°NVJ a -.-I P'

c Type of culvert (construction material)
(i) Will proposed culvert replace an existing bridge? a (i) Will proposed culvert replace an existing culvert?
❑Yes ❑No []Yes []No
If yes,
(n) Length of existing bridge
(ni) Width of existing bridge
(iv) Navigation clearance underneath existing bridge _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f Length of proposed culvert
h Height of the top of the proposed culvert above the NHW or NWL
t Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes []No
If yes, explain
If yes,
(n) Length of existing culvert(s)
(w) Width of existing culvert(s)
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g Width of proposed culvert
I Depth of culvert to be buried below existing bottom contour
k Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes, explain
3. EXCAVATION and FILL ®This section not applicable
a (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? []Yes ❑No
If yes,
(n) Avg length of area to be excavated
(m) Avg width of area to be excavated
(iv) Avg depth of area to be excavated
(v) Amount of material to be excavated in cubic yards
c (i) Will the placement of the proposed bridge or culvert require any
high- ground excavation? ❑Yes []No
If yes,
(n) Avg length of area to be excavated
(m) Avg width of area to be excavated
(iv) Avg depth of area to be excavated
(v) Amount of material to be excavated in cubic yards
b (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(u) Describe the purpose of the excavation in these areas
RECEIVED
JAN 2 ?015;
232 �r - �`x..'�y is 't ;i �cr ;`'' a M' .� Yvv%r,�, 1 Y^

T�'tUIM '4'P';di �^a^'
d If the placement of the bridge or culvert involves any excavation, please complete the following
(i) Location of the spoil disposal area
(u) Dimensions of the spoil disposal area
(iii) Do you claim title to the disposal area? ❑Yes ❑No (If no, attach a letter granting permission from the owner)
(w) Will the disposal area be available for future maintenance? ❑Yes ❑No
(v) Does the disposal area include any coastal wetlands /marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
[]CW ❑SAV ❑WL ❑SB ❑None
If any boxes are checked, give dimensions if different from (n) above
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ❑No
If yes, give dimensions if different from (u) above
e (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ❑No
If yes,
(n) Avg length of area to be filled
(iii) Avg width of area to be filled
(w) Purpose of fill
f (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected
❑CW ❑SAV ❑SB
❑WL []None
(u) Describe the purpose of the excavation in these areas
g (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high- ground? ❑Yes ❑No
If yes,
(n) Avg length of area to be filled
(iii) Avg width of area to be filled
(iv) Purpose of fill
a Will the proposed project require the relocation of any existing b Will the proposed project require the construction of any temporary
utility lines? ❑Yes ®No detour structures? ❑Yes ®No
If yes, explain N/A If yes, explain N/A
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification
(DECEIVED
s Doren continues on b2cka n N' 9 7 7111

F1) D N'1 AliIP-S (U41C! 1Q_3 'nn VVr- b, P -a uAe A 0 �
c Will the proposed project require any work channels? d How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes, complete Form DCM -MP -2 The majority of the proposed grading will be preformed
outside of the Zone 1 Buffer and will be surrounded by
silt fencing until seeding and stabilization can occur
e What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Backhoe
g Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ®No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only
Date
g Slocum Creek Historic Waterfront Parka` -
Psrolect Name
pitybf ,,HavelocR
ant -
Nam
Apphcanfsigriature
Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts
N/A
RECEIVED
jAN, 2 7 11115

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LOCATION NORTH CAROLINA
SLOCUM CREEK HISTORIC WATERFROM PARK
PHASE 1
KAYAK LAUNCH
ENLARGEMENT PLAN
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THE WOOTEN COMPANY
ENGINEERING PLANNING ARCHITECTURE
301 West 14th Street Greenville NC 27834
252.757.1096 fax [phone]
License fjumber. 0115
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