20120134 Ver 1_CAMA Application_20120209

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NCDEN
North Caroirra Department of Environment and Natural Resources
Division of Coastal Nlanarement
Beverly Eaves Perdue Braxton C Davis Dee Freeman
Governor Director Secretary
February 8 2012
MEMORANDUM
TO
FROM
SUBJECT
Applicant
Project Location
Proposed Project
Karen Higgins
Division of Water Quality
Doug Huggett
Mayor Permits Processing Coordinator
#@@@g /)
V@
FEe _ D
2012
WE, M DENR WATER
"�vVDSAND ST0�� BAH
CAMA/DREDGE & FILL Permit Application Review
City of Jacksonville
Onslow County, 910 Corbin Road, on Northeast Creek, in the City of
Jacksonville
Proposes to renovate an existing public boating access area Renovations will
include existing boat ramp, bulkhead, piers, and parking
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 29 2012 If you have any questions regarding the proposed project, please contact
Barry Guthrie, Permit officer at [phone] 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 Ave Morehead City NC 28557 NorthCarollna
Phone [phone] � FAX [phone] Internet www nccoastalmanagement net -t /D /r
An Equal Opporturity 1 Af umahve Acton Employer A ��L 111allJ

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME City of Jacksonville
2 LOCATION OF PROJECT SITE 910 Corbin Road on Northeast Creek in Jacksonville
Onslow County
Photo Index — NO HISTORIC AERIAL PHOTOGRAPHY FOR THIS AREA
State Plane Coordinates - X 2779519 48 Y 425948 55 Rover JJ031213A
LAT 34 044 642N LON 77 021 220W
3 INVESTIGATION TYPE CAMA D &F
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 12/6/11
Was Applicant Present —No
5 PROCESSING PROCEDURE Application Received — 11/21/11 cc 1/19/12
Office — Morehead City
6 SITE DESCRIPTION
(A) Local Land Use Plan — Jacksonville
Land Classification from LUP — Commercial
(B) AEC(s) Involved Public Trust Shoreline Public Trust Waters Coastal Wetlands
(C) Water Dependent Yes
(D) Intended Use Public
(E) Wastewater Treatment Existing — N/A
Planned — N/A
(F) Type of Structures Existing — Boat ramp bulkhead pier gravel access and parking
Planned — Replacement boatramp pier bulkhead and parking lot
(G) Estimated Annual Rate of Erosion N/A
Source — N/A
7 HABITAT DESCRIPTION
O1EDGED
FILLED
0-TM
(A) Highground Disturbance
N/A
55 321 ft2
Disturbed
N/A
(B) Shallow Bottom
N/A
2 869 ft2
N/A
(C) Open Water
N/A
1 710 ft2
4 160 ft2
inco orated
(E) Coastal Wetlands
N/A
2 154 ft2
N/A
(D) Total Area Disturbed 60 344 ft2
(E) Primary Nursery Area Yes
(F) Water Classification SC Open No
8 PROJECT SUMMARY The applicant is proposing to renovate an existing public boating access
area The renovations would include Existing boatramp bulkhead piers and parking

9 NARRATIVE DESCRIPTION
The City of Jacksonville s Boating Access project is located at 910 Corbin Road adjacent to
Northeast Creek in Jacksonville Onslow County To reach the project site travel on Hwy 24
Cross the Northeast Creek Bridge and turn north onto Corbin Rd The protect site will be on the east
side of the road
The 79 4 acre project site has an average highground elevation of +4 25 ft above NEW The
Jacksonville LUP classifies this area as commercial The project area is cleared and maintained
vegetation consists of native grasses shrubs and coastal wetlands Coastal wetlands exists on site
consisting of Spartcna alterniora Juncus roemerianus and sparse areas of Distichhs spicata The
project site is bordered by Northeast Creek to the east The project site consists of approximately
2 233 feet of shoreline frontage on Northeast Creek Approximately 48 735 ft2 of the project site is
impervious Approximately 3 000 ft2 of the 30 AEC is currently impervious
The project site currently is a boating access area consisting of single boatramp failing bulkhead
parking area boardwalk three observation platforms observation/fishing platform and nature trail
The Division of Water Quality classifies this area of Northeast Creek as SC waters This area is a
Primary Nursery Area as such classified by the Division of Marine Fisheries The area is closed to the
harvesting of shellfish by the Division of Marine Fisheries Shellfish Sanitation
10 PROJECT DESCRIPTION
The applicant is proposing to rebuild an existing boating access facility The boatramp bulkhead pier
and parking area would be replaced The proposed bulkhead would be 513 in length and be located
an average of 2 waterward of an existing wooden bulkhead with a maximum distance of 10
waterward located at the location of the existing boatramp Tlus bulkhead and associated area of open
water fill would be used to angle the proposed double ramp in the appropriate direction and to
maximize the efficiency of the renovated boating access area This area as indicated on plan C4 1 was
in the location of the previous boatramp Approximately 1 159 ft2 of shallow bottom habitat would be
filled by the construction of the bulkhead The bulkhead would also result in the filling of 408 ft2 of
coastal wetlands in the area south of the proposed kayak launch The proposed boatramp would be
shifted from its current location to allow for extra width and proper alignment Proposed dimensions
for the concrete ramp would be 38 x 80 The ramp would extend approximately 45 below the NHW
cullhour Approximately 16 yd of fill maternal would be used to aclueve the appropriate grade for the
proposed ramp An area of 1 774 ft2 of highground with a volume of 44 yd would be cut to allow for
the construction of the proposed ramp An area 38 x 45 would be disturbed below the NHW line
Coastal wetlands would also be filled by the construction of the proposed ramp Approximately 1 774
ft2 of vegetated coastal wetlands would be filled by the relocation and expansion of the proposed ramp
facility
A 90 x 8 floating dock is proposed directly adjacent the ramp extending 87 waterward of the NHW
contour The floating dock would be used for the temporary loading/unloading of vessels launching
and hauling out of the ramp A 30 x 5 kayak launch is also proposed onsite This would be used for
the safe launching and retrieving of canoes and kayaks A 25 x 5 floating launch would be attached
to the 30 x 5 access ramp Water depths in this area are shown to be 2 5 NHW Three
fishmg/observation platforms are also proposed The platforms are 13 x 13 and are connected to an
existing boardwalk via access walkways dimensioned 55 x 6 50 x 6 and 48 x 6 These structures
are existing but are proposed to be rebuilt with the platforms being located over water instead of over
coastal wetlands(existing) These structures extend out from an existing boardwalk are are for
pedestrian use only(no docking) A final fislung/observation structure is located on the eastern end of

the property The platform is proposed at 40 x 13 with a 119 x 8 access connecting to the existing
boardwalk This structure would be used for public fishing/observation with no docking authorized
and would be the replacement for an existing structure
Upland development consists of the reworking of an existing parking area High ground grading is
proposed in the amount of 127 acres(55 321 ft2) Total impervious post development would be 5%
or 55 321 ft2 (1 27 acres) Existing impervious on the site is 48 735 ft2 resulting in a net increase of
18 255 ft2 Within the 30 Buffer existing impervious surfaces cover approximately 3 000 ft2 As
proposed the amount of impervious surfaces would increased by this project by 350 ft2 to 3 350 ft2
total This area of impervious would be added by the access to the proposed double lane boatramp
11 ANTICIPATED IMPACTS
The proposed project would result in the disturbance of 55 321 ft2 (1 27 acres) of uplands and a
total project disturbance of 60 344 ft2 (1 39 acres) As long as proper sedimentation/erosion control
measures are put in place before construction begins fine particulates would not be expected to
enter the surrounding waters The amount of impervious surface would be increased by
approximately 18 255 ft2 (0 42 acres) Proposed total impervious surface within the 30 AEC and
buffer would be 3 350 ft2 (0 08 acres) This proposal would increase the amount of impervious
surfaces within the buffer by 350 ft2 The proposed boat ramp would require an area of shallow
bottom to be disturbed measuring 38 x 45 The proposed boatramp would also fill 1 744 ft2 of
coastal wetlands The bulkhead would fill approximately 1 159 ft2 of habitat below NHW and 408
ft2 of coastal wetlands The piers would usurp 4 160 ft2 of public trust waters Approximately
2 149 ft2 of coastal wetlands would be filled during the construction of this project This protect
would provide valuable public boating access to an area void of such amenities It would also
replace an existing derelict docking facility that currently poses obvious safety hazards to potential
users This portion of Jacksonville and Northeast Creek currently has very few functioning public
boating access areas a facility such as this would greatly enhance the public s ability to access the
adjacent public trust waters

Northeast Creek Park Boat Ramp and Renovations
Jacksonville NC
Background & Project Description
The Northeast Creek Park located within the Jacksonville NC is a 74 9 Acre public park located off of
Corbin Rd and presently houses athletic fields disc, golf course a nature trail small fishing pier
gazebo an elevated timber board walk and a single lane concrete boat ramp The boat ramp provided
access to Northeast Creek which in turn provides access to Onslow Bay and the ICW
Currently several of the waterfront amenities within the park require significant repairs and
improvement to be become fully functional The existing boat ramp facility was permanently closed
this past spring due to existing significant damage to the toe of the concrete ramp while the existing
fishing pier has been closed due to unsafe structural conditions The existing elevated timber
boardwalk is severely out of level and plumb due to past flood tide conditions and while it remains
open requires replacement in order to provide access along its entire length
The proposed project includes the renovation and replacement of the park's existing water front
amenities in a phased approach The proposed phases are as follows
Fiscal Year 2012 Phase I
This phase of the project is the most critical to the City and addresses the closed boat ramp and
fishing pier This scope of the project involves the renovation and expansion of the existing single lane
boat ramp with a new double lane boat ramp The new boat ramp is proposed to be constructed by
utilizing a coffer dam that will serve as the toe protection and separate live concrete from the
Northeast Creek A turbidity curtain will be installed during the excavation of the boat ramp area and
is shown within the attached permit drawings
The toe of the proposed ramp will extend to : 0 LW which based on our experience provides
sufficient depth and scour protection for the pd boats that will utilize the facility The new
ramp will be serviced by a single 8 0 wide floating ground out staging dock centered between both
lanes This phase of the ramp renovation will require the addition of a new tie down lane and limited
modification to the existing parking area
The existing dilapidated fishing pier is to be removed during this phase
Due to its age and current condition the existing timber retaining wall within the vicinity of the existing
boat ramp is being replaced within this phase of renovation The new retaining wall is to be
constructed of FRP sheet pile sections and anchored with mechanical earth anchors that will be
installed from the basin side The new wall will be located approximately 2 0 in front of the existing
timber retaining wall The new wall will be located only at the location of the existing wall and will not
extend beyond the original wall limits
Fiscal Year 2014 Phase II
This phase of the project addresses the parking area and the utility work for the future restroom
facility A new water service line and a new sanitary sewer line are to be installed from existing service
near the Garden City Lift Station located west of the project site The proposed routing locates the
lines through the existing disc golf course under the existing access road and through the new parking
a rea
Also included within this phase is the paving of the new parking area and restriping of the existing
parking area This new arrangement allows for eighteen (18) trailer stalls with one (1) Accessible stall
and nine (9) single car spaces with one (1) Accessible space

Fiscal Year 2014 Phase III
Phase III includes the installation of a new elevated timber cross over platform and new floating
kayak /canoe launch A new 15 long section of sidewalk is proposed to provide access from the
existing sidewalk to the new cross over platform The location of the new Kayak launch will be at
approximately the same location as the original fishing pier that will be removed within Phase I
The installation of a modular restroom facility is Included within Phase III as well This unit will be
provided service by the line work that was completed in Phase II The unit will be supported by a
monolithic reinforced slab on grade with thickened footings The unit will be located as shown on the
plans and will be within the Flood Zone X
Fiscal Year 2014 Phase IV
Phase IV involves the renovation and extension of the dilapidated timber boardwalk The existing
structure is significantly damaged from past storm events and will require significant repair and /or full
replacement
The structure will be repair from the boardwalk itself and there is not anticipated disturbance of the
area adjacent to the boardwalk We propose to utilize helical piers in lieu of timber pile to lessen the
impact to the adjacent areas due to the use of smaller installation equipment and lack of betting water
Four (4) new fishing stations /observation decks are proposed during this phase and their locations
may be seen on the submitted plans
A new connector section of timber boardwalk is proposed within this phase of the project that
connects the two (2) existing boardwalk sections This connector will include a new 13 0 Timber
Bridge to cross a tributary to Northeast creek Construction of the bridge will be similar to that of the
repaired segment of the timber boardwalk
Stormwater Management
This project lies within the White Oak River Basin and drains to Northeast Creek Currently the
project site sheet flows to a maintained vegetated area along the waterfront while the remainder
flows directly into the waterway via natural contours and the existing boat ramp These portions of the
site will remain and thus continue to drain in the same manner This project does not require a DENR
Stormwater Permit since the proposed improvements require less than 10 000 SF of new impervious
surface According to City Stormwater personnel a City Stormwater Permit is not required for this
project
Erosion & Sedimentation Control
Work for the proposed project will be completed by both land and by barge located within the boat
basin Phase 1 does not require an Erosion Control Permit Phase 2 and beyond will require Erosion
Control Permits These permit s will be applied for once design for each of those phases is completed
Public Water
The water service line will be fully designed during Phase 2 The water service will require a permit
from NCDENR if two inch or larger
Sanitary Sewer
Based on the grade of the bathouse location as it relates to the closest connecting sewer the project
will require a pump station to be installed The pump station will be installed near the bathhouse and
pump through a force main to the existing Garden City pump station These sewer improvements
require a DENR Sewer Permit which will be part of the Phase 2 permitting effort

DON MP -1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1 Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
City Of Jacksonville
Northeast Creek Park Boat Ramp and Renovations
Applicant 1 First Name
MI
Last Name
Applicant 2 First Name
MI
Last Name
If additional applicants please attach an additional page(s) with names listed
Agent/ Contractor 2 First Name
Mailing Address
PO Box
City
Mark
State
815 New Bridge St
Arcun
Jacksonville
NC
ZIP
Country
Phone No
3809 Peachtree Ave Suite 102
F28541
910 938
5249 ext
8 5278
Street Address (if different from above)
City
State
Phone No 2
ZIP
Email
910 397
2929 ext
2 Agent/Contractor Information
Business Name
Cnser Troutman Tanner Consulting Engineers
Agent/ Contractor 1 First Name
MI
Last Name
Mark
F
Weiss
Agent/ Contractor 2 First Name
MI
Last Name
Mark
T
Arcun
Mailing Address
PO Box
City
State
3809 Peachtree Ave Suite 102
Wilmington
NC
ZIP
Phone No 1
Phone No 2
28403
910 397
2929 ext
ext
FAX No
Contractor #
910 397 2971
Street Address (if different from above)
City
State
Zip
Email
mweiss @cttengmeenng corn
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Form DCM MP 1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3 Project Location
County (can be multiple)
Street Address
State Rd #
Onslow,
910 Corbin Road
79 4 Acre
Subdivision Name
City
State
Zip
Northeast creek Park
Jacksonville
NC
28546
Phone No
Lot No (s) (d many attach additional page with list)
ext
Parcel # 352 5 1
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
White Oak
Northeast 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
New 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
Identify and describe the existing land uses adjacent to the proposed project site
Jacksonville
4 Site Description
a
Total length of shoreline on the tract (ft)
b Size of entire tract (sq It )
2 233 ft
79 4 Acre
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
79 4 Acre
NWL (normal water level)
(If many lot sizes please attach additional page with a list)
425 ®NHW or ❑NWL
e
Vegetation on tract
Vegetation on site consist of evergreen and deciduous vegetation on site Within the proximity of the boat ramp vegetation
consist of evergreen and deciduous trees in addition to maintained grass areas The area adjacent to the existing timber
board walk that is to be replaced goes through a natural undisturbed vegetative area that is classified as upland 404
wetlands
f
Man made features and uses now on tract
Existing boat ramp gazebo timber sheet pile retianing wall paved parking area elevated timber nature /board walk
g
Identify and describe the existing land uses adjacent to the proposed project site
Lot at 2528 Corbin St is zoned commercial and utlized as a mobile home park Lot/parcel ID 059425 located at Pine Valley
Rd is Zoned Marsh/Wet and is presently vacant
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Commercial
(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?
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252 808 2808 1 888 4RCOAST www nccoastaImanagement net

Form DCM MP 1 (Page 3 of 4)
APPLICAT)ON for
Mayor Development Permit
m (Q Are there wetlands on the site
®Yes [--]No
(u) Are there coastal wetlands on the site? ®Yes []No
(m) 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
Existing wastewater is collect on site and handled by ONWASA
o Describe existing drinking water supply source
Existing drinking water is provided by ONWASA
p Describe existing storm water management or treatment systems
Existing stormwater is handled by sheet flow into the grassy area southeast of the parking lot and a portion sheet flows into the
existing boat basin
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 facilities will be utlzed for day boaters to access the Northeast Creek and Onslow Bay No pump out station will be
provided at this location A kayak launch is proposed to allow for flat water kayak and canoeing along the Northeast Creek
We propose to provide recreational fishing from designated fishing stations along the timber boardwalk
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
We anticipate the new boat ramp to be constructed utilizing a coffer dam to isolate live concrete from the basin The new
retaining wall is anticipated being a FRP sheet pile retaining wall with mechanical earth anchors and we propose that the
new bath house be a modular unit on a cast in place concrete foundation The boardwalk will be replaced with treated timber
framing supported by helical piles as shown within the attached documents
d List all development activities you propose
The proposed project will replace the existing single lane boat ramp with a new double boat ramp and kayak launch The
proposed faclicity will have a larger paved parking lot for 18 traders (1 ADA) and 9 single cars (1 ADA) A new bathouse is
being proposed along with the rebuilding of the existing storm damaged board walk which will included within the board walk
area is a new timber pedistrian bridge and four fishing /observation platforms
e Are the proposed activities maintenance of an existing protect new work or both? Both
f What is the approximate total disturbed land area resulting from the proposed project? 127 ❑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
This project lies within the White Oak River Basin and drains into the North East Creek which has a stream classification of
SC NSW Presently the site sheet flows into a maintained vegetated area along the waterfront at the southern tip of the
parking area while the remainder flows directly into the waterway via natural contours to the existing boat ramp These
portions of the site will remain and thus continue to drain in a similar manner
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
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Form DCM MP 1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6 Additional Information
In addition to this completed application form (MP 1) the following items below if applicable must be submitted in order for the application
package to be complete Items (a) — (f) are always applicable to any ma /or development application Please consult the application
instruction booklet on how to properly prepare the required items below
a
A project narrative
b
An accurate dated work plat (including plan view and cross sectional drawings) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously authorized work clearly indicate on maps plats drawings to distinguish
between work completed and proposed
c
A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d
A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
e
The appropriate application fee Check or money order made payable to DENR
f
A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mad Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Cpastal Management
Name Garland and Sue Tuton Phone No
Address P O Box 1066 Jacksonville NC 28540
Name Glover Real Estate LLC Phone No
Address P O Box 20 Bluffton SC 29910
Name Phone No
Address
g
A list of previous state or federal permits issued for work on the project tract Include permit numbers permittee and issuing dates
h
Signed consultant or agent authorization form if applicable
i
Wetland delineation if necessary
j
A signed AEC hazard notice for 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
7 Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow up
monitoring of the project
I further certify that the information provided in this application is truthful to the b st of my knowledge
Date 1 f11q ( Print Name
Signature H*eA � x�ks4
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
252 808 2808 1 888 4RCOAST www nccoastaImanagement net

Form DCM MP 2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
Describe below the purpose of proposed excavation and /or fill activities All values should be given in feet
7 EXCAVATION ❑This section not applicable
a Amount of material to be excavated from below NHW or NWL in
cubic yards
90 CY
(i) Does the area to be excavated include 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
OCW 375 SaFt ❑SAV ❑SB
OWL ❑None
(n) Describe the purpose of the excavation in these areas
For renovation maintenance and expansion of the existing boat
ramp
b Type of material to be excavated
Sand
d High ground excavation in cubic yards
5 CY at the boat ramp area
12 DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
Offsite disposal area or on a specificed location within the
park grounds Final location to be coordinated with
Contractor
c (i) Do you claim title to disposal area?
®Yes []No ❑NA
(u) 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
(u) Describe the purpose of disposal in these areas
To be Coordinated with Contractor
d (Q Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(u) If yes where?
f (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes how much water area is affected?
252 808 2808 1 888-4RCOAST www nccoastatmanaaement net revised 12/26/06
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
Breakwater
shoreline
NWL
stabilization
Length
80
Width
38
Avg Existing
Depth
3 to 4
NA
NA
Final Project
Depth
4 to 5
NA
NA
7 EXCAVATION ❑This section not applicable
a Amount of material to be excavated from below NHW or NWL in
cubic yards
90 CY
(i) Does the area to be excavated include 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
OCW 375 SaFt ❑SAV ❑SB
OWL ❑None
(n) Describe the purpose of the excavation in these areas
For renovation maintenance and expansion of the existing boat
ramp
b Type of material to be excavated
Sand
d High ground excavation in cubic yards
5 CY at the boat ramp area
12 DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
Offsite disposal area or on a specificed location within the
park grounds Final location to be coordinated with
Contractor
c (i) Do you claim title to disposal area?
®Yes []No ❑NA
(u) 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
(u) Describe the purpose of disposal in these areas
To be Coordinated with Contractor
d (Q Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(u) If yes where?
f (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes how much water area is affected?
252 808 2808 1 888-4RCOAST www nccoastatmanaaement net revised 12/26/06

Fora DCM MP 2 (EAC213 ion and Pafl, Page 2 of 3)
3 SHORELINE STABILIZATION [I This section not applicable
(If development is a wood groin use MP 4 — Structures)
a Type of shoreline stabilization
®Bulkhead ❑Riprap ❑Breakwater /Sill []Other
c Average distance waterward of NHW or NWL 2 ft
e Type of stabilization material
Anchored FRP Sheet Pile Retiamng wall with a timber whale
g Number of square feet of fill to be placed below water level
Bulkhead backfill 1159 sf Riprap
Breakwater /Sill Other
I Source of fill material
off site quary
o Lengrn oJ.s n
Width N/A
d Maximum distance waterward of NHW or NWL 2 ft
f (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(u) If yes state amount of erosion and source of erosion amount
information
h Type of fill material
#57 or #67 stone placed within annular space between retiaming
walls with a 1 0 planting cap see section A A on S1
4 OTHER FILL ACTIVITIES [I This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? ®Yes ❑No ❑NA b (r) Will fill material be placed in coastal wetlands /marsh (CW)
If yes
(u) Amount of material to be placed in the water 16 CY
(m) Dimensions of fill area 150 SaFt
(iv) Purpose of fill
Base course for the new and for the reworking of the
existing boat ramp
submerged aquatic vegetation (SAV) shell bottom (SB) or
other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
NCW 1.774 S4Ft ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the fill in these areas
Expansion of and renovation of the Existing Boat Ramp
15 GENERAL
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g draglrne
controlled? backhoe or hydraulic dredge)?
Fill will be located within the constrcution laydown yard located Backhoe and Trackhoe
upland of the boat ramp area and surronded with silt fence and
other erosion control measures A turbidity curtain will be used
during Boat ramp construction
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
d (r) 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
Date Project Name
252 808 2808 1 888- 4kCOAST www nccoastatmanaaement net revised 12126/06

Form i3CM MP 2 (Excavat2oa and Fill Page 3 of 3)
MARK F l�tl Foss
Applicant Name
Applicant nature
252 808 2808 1 888 4RCOAST www nccoastalmanactement net revised 12/26/06

Form DCM MP -3
UPLAND DEVELOPMENT
(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 sections of the Joint
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
proposed
(1) Modular Restroom Faclicity boat ramp floating ground
out dock floating kayak launch elevated timber boardwalk
elevated observation stations and timber bridge
c Density (give the number of residential units and the units per
acre)
0
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
(Q If applicable has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes ®No ❑NA
(u) 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 budding rooftops or to be used for vehicular driveways
or parking
3%
i Give the percentage of the entire tract to be covered by impervious
and /or built upon surfaces such as pavement budding rooftops
or to be used for vehicular driveways or parking
5%
l Describe proposed method of sewage disposal
Sewage from the bathouse will be gravity fed to the Garden
City lift station and then handeled by ONWASA
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)
This project lies within the White Oak River Basin and
drains into the North East Creek which has a stream
classification of SC NSW Presently the surface runoff
site sheet flows into a maintained vegetated area along
the waterfront at the southern tip of the parking area
b Number of lots or parcels
1
d Size of area to be graded filled or disturbed including roads
ditches etc
1 27 Acre
f List the materials (such as marl paver stone asphalt or concrete)
to be used for impervious surfaces
Concrete and asphalt
h Projects that require a CAMA Mayor 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
pq If yes list the date submitted
k Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes attach appropriate documentation
m Does the proposed project include an innovative stormwater
design?
[]Yes ®No ❑NA
If yes attach appropriate documentation
252 808 28082 1 888 -4RC ®AST vvvvvu nccoastalmanagement net revised 12126/06

Form DCM INIP ®3 (Upland Development, Page 2 of 2)
while the remainder flows directly into the waterway via
natural contours to the existing boat ramp These
portions of the site will remain and thus continue to
drain in a similar manner
m Describe proposed drinking water supply source (e g well
community public system etc )
Drinking water will be provided by ONWASA
o When was the lot(s) platted and recorded?
12/1982
Date
14 F-. COMIC
Project Name
Applicant Name
A,WicaWSignature/
n (i) Will water be impounded) []Yes ®No ❑NA
(u) If yes how many acres
p If proposed development is a subdivision will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
252 808 2808 1 888- 41RCOAST www nccoastalmanaaement net revised 12/26/06

a
Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
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 DOCKING FACILITY /MARINA CHARACTERISTICS
a (i) Is the docking facility/manna
❑Commercial ®Public /Govemment ❑Pnvate /Community
c (i) Dock(s) and /or pier(s)
(n) Number 1 access ground out (Pier)
(m) Length 90
(iv) Width 8
(v) Floating ®Yes []No
e (Q Are Platforms included? ®Yes []No
If yes
(n) Number 5
(iii) Length (a floating kayak launch) 30 , 13, 13, 13, 40
(iv) Width (a floating kayak launch) 5, 13, 13, 13, 13
(v) Floating ®Yes ®No
Note Roofed areas are calculated from dnplme dimensions
g (Q Number of slips proposed
N/A
(n) Number of slips existing
N/A
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 24
❑This section not applicable
b (i) Will the facility be open to the general public?
®Yes []No
d (Q Are Finger
If yes
(u) Number
(iii) Length
(w) Width
(v) Floating
Piers included? ®Yes []No
5
50.55.48.119
6.6.6.6
®Yes []No
f (i) Are Boatlifts included? []Yes ®No
If yes
(u) Number
(iii) Length
(iv) Width
h Check all the types of services to be provided
❑ Full service including travel lift and /or rail repair or
maintenance service
❑ Dockage fuel and marine supplies
❑ Dockage ( wet slips ) only number of slips
❑ Dry storage number of boats
® Boat ramp(s) number of boat ramps 2 Lanes + 1 Kayak
Launch
❑ Other please describe
f Describe the typical boats to be served (e g open runabout
charter boats sad boats mixed types)
Typical open runabout boats Access to the ICW is limited
to the 8 vertical clearence at Hwv24 bridge, therefore boat
length should be limited to less than —22 to 24
I (i) Will the facility be open to the general public?
—,1' 0 £ '13f 13 J 8313 --nQ mac 1 w /3 I I ?/*) R0.13

Farm DCl';i! MP 4 (Strucuires Page 2 of 4)
m (i) Will the facility have tie pilings?
❑Yes ®No
(u) If yes number of tie pilings?
®Yes []No
2 DOCKING FACILITY/MARINA OPERATIONS This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
® Toilets for patrons Number 2 Male and 2 Female Location Modular Bathhouse as shown on plans
❑ Showers
❑ Boatholding tank pumpout Give type and location
b Describe treatment type and disposal location for all sanitary wastewater
Sewage from the bathouse will be gravity fed to the Garden City lift station and then handeled by ONWASA
c Describe the disposal of solid waste fish offal and trash
Trash will be pickedup by the City of Jacksonville during regularlly scheduled trash pickup for the park
d How will overboard discharge of sewage from boats be controlled?
Signage for No Sewage Discharge will be placed within the Creek No pump out will be allowed
e (i) Give the location and number of No Sewage Discharge signs proposed
Entrance to the boat ramp area
(u) Give the location and number of Pumpout Available signs proposed
None
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
h Give the number of channel markers and No Wake signs proposed (1) No Wake Zone marker /bouv will be located at the entrance to
the boat ramp area
I Give the location of fuel handling facilities and describe the safety measures planned to protect area water quality
N/A
What will be the marina policy on overnight and live aboard dockage?
No overnight boaters The ramp will be open during park hours only
k Describe design measures that promote boat basin flushing?
The boat basin is an existing natural basin No special measures are being added within this renovation
252 808 2808 1 888 4RCAAST www nccoastalmanagement net revised 12/27/06

Form DCM MP 4 (Structures, Page 3 of 4)
I If this project is an expansion of an existing marina what types of services are currently provided?
A single lane boat ramp
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 1.774 ❑SAV ❑SB
OWL ❑None
p Is the proposed marina /docking facility located within or within close proximity to any shellfish leases? []Yes ®No
If yes give the name and address of the leaseholder(s) and give the proximity to the lease
3 BOATHOUSE (including covered lifts) ®This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private /Community
(n) Number
(m) Length
(iv) Width
Note Roofed areas are calculated from dnphne dimensions
14 GROIN (e g wood sheetpile etc If a rock groin use MP 2 Excavation and Fill) ®This section not applicable
a (i) Number
(n) Length
(in) Width
15 BREAKWATER (e g wood sheetpile etc) ®This section not applicable
a Length
c Maximum distance beyond NHW NWL or wetlands
b Average distance from NHW NWL or wetlands
6 MOORING PILINGS and BUOYS ®This section not applicable
a Is the structure(s)
❑Commercial ❑Public/Government ❑Private /Community
c Distance to be placed beyond shoreline
Note This should be measured from marsh edge if present
b Number
d Description of buoy (color inscription size anchor etc)
252 808 2808 1 888 -4RC ®AST www nccoastalmanacgerrment net revised 12/27/06

Form DCM MP 4 (Structures Page 4 of 4)
e Arc of the swing
7 GENERAL
a Proximity of structure(s) to adjacent riparian property lines b Proximity of structure(s) to adjacent docking facilities
343 south 280 north 802 feet west
Note For buoy or moonng piling use arc of swing including length
of vessel
c Width of water body
819
e (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
d Water depth at waterward end of structure at NLW or NWL
5 at boat ramp
18 OTHER ®This section not applicable
a Give complete description
ItttK[t(
Date
Project Name
4-iMZK
Applicant Name
ricanf Signafure
252 808 2808 1 888 -4RC ®AST www nccoastalmanagement net revised 12127106

Form uMrs
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1 BRIDGES ❑This section not applicable
a Is the proposed bridge b Water body to be crossed by bridge
❑Commercial ®PubliclGovernment ❑Private /Community Northeast Creek Tributary
c Type of bridge (construction material)
Wooden
e (i) Will proposed bridge replace an existing bridge? ®Yes []No
If yes
(u) Length of existing bridge 13
(m) Width of existing bridge 5
(iv) Navigation clearance underneath existing bridge 6
(v) Will all or a part of the existing bridge be removed?
(Explain) Yes the entire bridge will be replaced
9 Length of proposed bridge 13
d Water depth at the proposed crossing at NLW or NWL
approximatley 1 0 NWL
f (i) Will proposed bridge replace an existing culvert? []Yes ®No
If yes
(u) Length of existing culvert
(w) Width of existing culvert
(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)
h Width of proposed bridge 6 0
I Will the proposed bridge affect existing water flow? ❑Yes ®No I Will the proposed bridge affect navigation by reducing or
If yes explain increasing the existing navigable opening? ❑Yes ®No
If yes explain
k Navigation clearance underneath proposed bridge 6
I Have you contacted the U S Coast Guard concerning their
approval? ❑Yes ®No
If yes explain
m Will the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands 5 0
waters? ®Yes []No
If yes explain Bridge will cross wetlands of Northeast
Creek Tributary
2 CULVERTS (D This section not applicable
a Number of culverts proposed
b Water body in which the culvert is to be placed
252 808 2808 1 888- 4RCOAST www nccoastalmanagement net revised 10126/06

Form DCM MP 5 (sfidges anj cal f -rts Page 2 of 4)
< Form continues on back>
c Type of culvert (construction material)
d (Q Will proposed culvert replace an existing bridge?
[]Yes []No
If yes
(u) Length of existing bridge
(m) 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
Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes []No
If yes explain
e (i) Will proposed culvert replace an existing culvert?
[]Yes ❑No
If yes
(u) Length of existing culvert(s)
(w) Width of existing culvert(s)
(w) 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)
9 Width of proposed culvert
I Depth of culvert to be buried below existing bottom contour
k Will the proposed culvert affect existing water flow?
If yes explain
[]Yes ❑No
3 EXCAVATION and FILL ®This section not applicable
a (Q Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes []No
If yes
(u) Avg length of area to be excavated
(in) Avg width of area to be excavated
(iv) Avg depth of area to be excavated
(v) Amount of material to be excavated in cubit, ya ds
c (i) Will the placement of the proposed bridge or culvert require any
high- ground excavation? ❑Yes []No
If yes
(u) Avg length of area to be excavated
(m) Avg width of area to be excavated
(w) 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
252 808 2808 1 888-4RCOAST www nccoastalmanapement net revised 10/26/06

Form DCM MP 5 (Bridges and Culverts, Page 3 of 4)
d If the placement of the bridge or culvert involves any excavation please complete the following
(i) Location of the spoil disposal area
(n) Dimensions of the spoil disposal area
(in) Do you claim title to the disposal area? []Yes []No (If no attach a letter granting permission from the owner)
(iv) Will the disposal area be available for future maintenance? []Yes []No
(v) Does the disposal area include any coastal wetlands /marsh (CW) submerged aquatic vegetation (SAVs) other wetlands (WL) or shell
bottom (SB)?
❑CW ❑SAV OWL ❑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 (n) 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
(ni) Avg width of area to be filled
(iv) 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
OWL ❑None
(n) 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
(m) Avg width of area to be filled
(w) 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 If yes explain
If this portion of the proposed project has already received
approval from local authorities please attach a copy of the
approval or certification
< Form continues on back>
252 808 2808 1 888- 4RCOA5T www nccoastalmanagement net revised 10126/06

Fords DCM IMP 5 (Bridges and Culverts, Page 4 of 4)
c Will the proposed project require any work channels? d How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes complete Form DCM MP 2 Erosion will be controlled by silt fencing
e What type of construction equipment will be used (for example
dragline backhoe or hydraulic dredge)?
Bcir,khoe and hand tools
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
>I6411
Date
Project Name
HAV 146f6
Applicant Name
hcapYSignat
f Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes explain steps that will be taken to avoid or minimize
environmental impacts
) I
252 808 2808 1 888- 4RCOAST www nccoastalmanacierrrent net revised 10126/06

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CRISES TROUT MAN TANNER NORTHEAST CREEK CITY PARK
CONSULTING ENGINEERS PRQECr OMIPIER DEVE DM APPLICANT DESIGN. JOB N0. SHEET
TWOUTUA
3809 P htr Ave Sume 102 m w
Wilmingto NC 29403JACKSONVILLE, NORTH CAROUNA jhe City of Jacksonville 671700 S6
910 397 2929 Ph
TANKOA
910 397 2971 fax
�,,,�,kun*w� PROPOSED RENOVATIONS HWL 12 -14-11