20141253 Ver 1_CAMA Application_20141205

A L �� 2 01 41 2 5 3
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 2, 2014
MEMORANDUM
1111
131 �
SUBJECT
Applicant:
Project Location:
Proposed Project:
John E Skvarla, III
Secretary
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program_ rQ
Daniel Govoni
Assistant Mayor Permits Coordinator
DEC
Division of Coastal Management 2014
Permit Application Re DENS � Ws1ER RF$o'�'
CAMA/DREDGE &FILL e pp Uncs.
NC WRC, in association with Perquimans County
the end of N Granby St within the Perquimans County Commerce Centre
Public boat access with concrete boat ramp, vinyl walls, floating docks,
mooring piles, parking lot, driveways, & a restroom facility
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/23/14 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: [phone])
If you have any questions regarding the proposed project, please contact Lynn Mathis at (252)
264 -3901 When appropriate, in -depth comments with supporting data are requested
REPLY:
SIGNED
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
DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone 252 - 264 -3901 \ FAX 252 - 264 -3723 , Internet www nccoastal management net
An Equal Opportunity \ Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME NCWRC
2 LOCATION OF PROJECT SITE End of W Granby Street, on the Perqulmans River, adjacent to the
North Carolina Seafood Park Authority site, Perqulmans County
Photo Index 2006 236 6801 K 21 &22 L 21 &22 2000 236 -1782 0 4,5 &6 P4 &5 1995 158 -1629 S
18 &19 T 18 &19 1989 117-19 0 8 &9 P8 &9 1984 115 -778 116,17&18 J 16,17 &18
State Plane Coordinates X 2752602 392ftUSE Y 893292 469ftUSN
3 INVESTIGATION TYPE CAMA /Dredge & Fill
4 INVESTIGATIVE PROCEDURE Dates of Site Visit 10/11/2014 and 11/17/2014
Was Applicant Present No
5 PROCESSING PROCEDURE Application Received Complete November 10, 2014
Office Elizabeth City
6 SITE DESCRIPTION
(A) Local Land Use Plan Perqulmans County
LUP Land Classification Urban Transition
(B) AEC(s) Involved Estuarine Water, Public Trust Water, Estuarine Shoreline
(C) Water Dependent Yes
(D) Intended Use Commercial /Recreational
(E) Wastewater Treatment Existing None
Planned Septic
(F) Type of Structures Existing None
Planned Boat ramp, courtesy dock, two groins, riprap, associated
parking, access road, and bathrooms
(G) Estimated Annual Rate of Erosion N/A
7 HABITAT DESCRIPTION [AREA]
DRFDGFD FII I FD OTHER
(A) Vegetated Wetlands
Excavated 5,133 (area overlaps fill)
(B) Non - Vegetated Wetlands Shallow Bottom
1,075sf
5,452sf
Shading 60sf (36sf overlaps fill)
Temp Disturbance 1 000 (cofferdam)
(C) Other High Ground
61.614sf
Associated Grading 29.999sf
(D) Total Area Disturbed 100,0000
(E) Primary Nursery Area No
(F) Water Classification SC Open No
8 PROJECT SUMMARY Construct a public boat ramp for recreational and commercial boats, that will Include
a 43' wide concrete ramp with 8' wide walkways on either side, 8' wide floating docks on the east and west
side of the ramp along two vinyl groins Upland development will Include a parking lot for 26 trailer spaces
and 6 single car spaces, and an ADA compliant restroom facility

NCWRC
Field Investigation Report
Page 2
Project Setting
The project site is a vacant 4 6 acre (200,925sf) lot located in the Perquimans County Commerce Centre at the end
of N Granby Street (SR 1476), off of Harvey Point Road (SR1336), approximately 3/10 of a mile east of US Hwy 17,
in Perquimans County The property has 308 linear feet of shoreline along an 11' bluff on the Perquimans River
The property is currently used as farmland and recently harvested for cotton The bluff along the river is undisturbed
and heavily vegetated with, but is not limited to, amencan sycamore (Platanus occidentalis), bald cypress (Taxodium
distichum), tulip poplar (Linodendron tulipifera), ash (Fraxinus excelsior), loblloy pine (Pmus teada), greenbrier
(Smilax rotundifolia), poison ivy (Toxicodendron radicans), pokeweed (Phytolacca amencana), spotted spurge
(Chamaesyce maculata), and wild grape vine /riverbank grape (Vitis rnpana)
The shoreline along the property has a sandy substrate that gently slopes to a depth of -6' and drops to a depth of -
20' in a barrow pit excavated for fill during the construction of the NC Hwy 17 Bridge crossing the Perquimans River
There is no submerged aquatic vegetation within or adjacent to the project area
Located to the north of the project site is the Perquimans River, to the south is N Granby Street and a metal
building constructed for ShoreFlyte, a marine sales and service business currently located in Camden County The
property wraps around the west side of the WRC site and also has a boat ramp that has never been completed
Located to the east of the property is the North Carolina Seafood Park Property that received a CAMA Major Permit
#15 -11, to construct a boat basin and boat ramp for commercial vessels No work has been undertaken to date at
the Seafood Industrial Park
Uses in the area include commercial businesses and recreational uses within the Commerce Center, and the
Newbold White House Historical site located less than one mile from the project site
Development Proposal
NC Wildlife Resources Commission (NCWRC), in association with Perquimans County, is proposing to construct a
public boat access at the end of N Granby Street within the Perquimans County Commerce Centre, adjacent to the
NC Seafood Industrial Park The proposed facility will provide a concrete ramp 59' wide, including two 8' wide
pedestrian walkways, cut through an 11' bluff and will include vinyl retaining walls on either side that will extend
down to the shoreline Located at the end of the sloped ramp, along the -5' elevation will be a level 40' x 41'
concrete slab poured using a cofferdam system This area will have six pilings 8' on- center to tie vessels using the
ramp A small area of water bottom will be excavated to a finished depth of -6' at the end of the ramp facility Spoil
resulting from excavation below NWL and excavation of the landward bluff to accommodate the ramp will be stored
on the property along the northwest corner of the property This area will be leveled and vegetated at project
completion
The vinyl retaining walls on the east and west sides of the ramp will transition into groins on either side of the ramp
and terminate 33' to 44' in the Perquimans River at a depth of -6' The groins will have 1" per V -0" open, or the
equivalent, to allow for flushing and larval transport The groins as proposed will be 3' above normal water level and
have 28" yellow reflective delineators along the walls for safety
To prevent erosion along the outside of the ramp retaining walls 12" Class B riprap will be placed over a filter cloth
against the walls and extend a short distance below NWL On the east side of the ramp the stone will be placed
along approximately 80'of the retaining wall, and on the west side of the ramp stone will be placed along

NCWRC
Field Investigation Report
Page 3
approximately 90' of the retaining wall Riprap will extend below NWL between 12' and 16' as shown on the
enclosed drawings The east side of the ramp and groin will be constructed at a minimum of 15' from the adjacent
riparian line at its closest point
In association with the boat ramp a large asphalt parking lot will be constructed to accommodate 26 trailers and 6
single cars Two parking spaces will be reserved for handicap users The parking lot will be sloped away from the
water and diverted by roll curb and gutter will be used around the parking lot A pre - fabricated 18'x 11' bathroom
facility will be assembled on site and will be compliant with the Americans with Disabilities Act (ADA)
Shallow Bottom:
® Dredging 1,075sf
® Excavation below NWL to be filled with concrete & rock 5,133sf
® Vinyl Groins 21 2s
® Temporary Disturbance from Cofferdam 1,800sf
o Riprap along groin below NWL 107sf
Shading of filled shallow bottom by floating docks 1 392s (within disturbed area noted above)
Shading of existing shallow bottom (outside of disturbance noted above) 60sf 36sf (within disturbed area noted above)
TOTAL 8,387sf
High Ground:
Fill (Concrete Ramp /Asphalt Parking /Rock/Structures) 49,614sf
Cut/Fill /Grading 41,999sf
TOTAL 91,613sf
Total Disturbance: 100,O000
Anticipated Impacts
1) Increased boating traffic involving up to 100 vessels immediately outside of the proposed no wake zone will
result in increased wave action along adjacent shorelines, causing a greater risk for shoreline erosion
2) Installation of the groins, pilings along the floating docks, and the cofferdam installation and removal will
result in temporally suspending sediments in the water
3) Along the shallow waters of the proposed marina prop wash may cause re- suspension of sediments within
the water column
4) Displacement of approximately 2,322sf of water bottom from concrete, rock, and vertical structures
associated with the construction of the boat ramp facility
5) Shading of 96sf of water bottom outside of areas with rock or concrete by floating docks
6) Lot cover totaling 49,614sf, or 24 6% of the 4 6 acre tract
7) Lot cover within the 75' AEC totaling 4,847sf, or 20 9%
8) Lot cover within the 30' buffer totaling 2,092sf, or 16 5%
Submitted by: Lynn Mathis
Date: November 24, 2014

MAJOR PERMIT FEE MATRIX
Applicant: PEROUIMANS COUNTY — HERTFORD BOATING ACCESS AREA
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i
I
Proposed Hertford Boating Access Area
CAMA Permit Narrative _
October 2014
NC Wildlife Resources Commission and Perquimans County are in partnership proposing a new
public boating access area in Hertford on the Perquimans River
Perquimans County is the site property owner The proposed site would ultimately be a dual -use
facility to serve both the boating public and commercial marine industries
The project site is located adjacent to the planned Perquimans Industrial Marine Park The
project is being proposed as a recreational boat ramp with some larger scale features to accommodate
the industrial users as they are established
The proposed project development includes a concrete boat ramp, vinyl walls, floating docks,
mooring piles, asphalt parking lot and driveways, restroom building, and a small amount of dredging
The proposed boat ramp will be wide enough for future industrial users and provide 2 launch
lanes for recreational users The last 40' of the boat ramp will be a flat area with mooring piles that will
serve Industrial Park users in the future The ramp will have floating docks and vinyl bulkhead walls
parallel to it along both sides A small amount of dredging beyond the end of the ramp is proposed to tie
into the existing -6' contour This dredging extends a maximum of 10' beyond the end of the proposed
ramp and would be less than 20 cubic yards
This ramp would be constructed in the dry using a cofferdam The cofferdam would provide a
working area that provides 5' of clearance outside of the permanent vinyl walls and 10' beyond the end
of the proposed ramp
The upland portion of the project will be an asphalt parking lot and driveway The parking lot
will have 25 vehicle - trailer spaces and 5 single car spaces plus adequate ADA parking The driveway
leading directly to the ramp will have an extra wide 36' -wide drive aisle to that the future Industrial
traffic can utilities the size to access the ramp Also proposed as part of the upland development is a
restroom building The restroom building will be a pre - fabricated building and will be ADA - compliant
Utility construction will be necessary for the restrooms
The site will be operated as an NCWRC Public Boating Access Area under a MOA NCWRC will be
responsible for mayor infrastructure maintenance Perquimans County will be responsible for daily
restroom maintenance The site will be open to the boating public, free of charge, 24/7
The proposed development will result in the tract have 24 6% impervious surfaces Perquimans
River is class SC at this location A Low Density Stormwater Permit will also be required and will be
applied for simultaneously along with the CAMA Mayor Permit
The proposed development will result in over 2 acres of area of disturbance An Erosion &
Sediment Control Permit will be required prior to construction

NCEPA Statement of Compliance
The proposed construction of Hertford Boating Access Area involves public
funds The project does not significantly affect the quality of the environment
The project is in compliance with the North Carolina Environmental Policy Act per
N C G S 113A1 -10
MOVf J

It P -1
"
# NOV 10 2014 1
Dr moovolopmont Pormll ( I
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Perquimans County
Herford Boating Access Area (BAA)
Nc Wildlife Resources Commission
Applicant 1 First Name
MI
Last Name
Agent/ Contractor 1 First Name
N/A
Last Name
Applicant 2 First Name
MI
Last Name
Sherman
N/A
Agent/ Contractor 2 First Name
MI
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
PO Box
City
PO Box
State
P O Box 45
45
Hertford
NC
ZIP
Country
Phone No
FAX No
27944
USA
252 - 426
- 8484 ext
252
- 426 - 4034
Street Address (if different from above)
City
State
FAX No
ZIP
128 N Church Street
Hertford
NC
N/A
27944 -
Email
Street Address (if different from above)
frankheath @perquimanscountync gov
City
2. AgentContractor Information
Business Name
Nc Wildlife Resources Commission
Agent/ Contractor 1 First Name
MI
Last Name
Sara
J
Sherman
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
1720 Mail Service Center
N/A
Raleigh
NC
ZIP
Phone No 1
Phone No 2
27699
919 - 707 -
0164 ext
919 - 758 - 9302 ext
FAX No
Contractor #
919 707 0162
N/A
Street Address (if different from above)
City
State
ZIP
1751 Varsity Dr
Raleigh
NC
27606-
Email
sara sherman @ncwildlife org
<Form continues on back>
252- 808-28€36 . 1- 888- 4RCOAST .. WvVW nccoastal€nanagement -net

Form DCM MP -1 (Page 2 of 4) - APPLICATION for
Major Development Permit
,
3. Project Location I I
County (can be multiple)
Street Address
State Rd #
Perquimans
310 Granby Street
1476
Subdivision Name
City
State
Zip
N/A
Hertford
NC
27944-
Phone No
Lot No (s) (if many, attach additional page with list)
N/A - - ext
N /A, I I ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Pasquotank
Perquimans River
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
Perquimans 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
h
Town of Hertford
4.
Site Description
a
Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
308 ft
200,925 sq ft 4,& AL)
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
N /A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
10' ❑NHW or ®NWL
e
Vegetation on tract
Majority of tract is agricultural with crops planted seasonally (most recently sey- bears) The shoreline is undeveloped with
trees and shrubby vegetation cam- T61
f
Man -made features and uses now on tract
The dead end of Granby Street enters the tract Utility boxes /valves are in the Granby St dead end vicinity
g
Identify and describe the existing land uses adjacent to the proposed project site
Adjancet properties are currently agriculture and undeveloped
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
C -5, Commercial Riverfront
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
I
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>
252 -8 ®8 -2808 1- 888 -4€ COAST www.nccoastallmanagement net

Form DCM MP -1 (Page 3 of 4) f _ APPLICATION for
Mayor Development Permit
Y
m (i) 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
None existing
o Describe existing drinking water supply source
None existing
p Describe existing storm water management or treatment systems
No existing runoff as site has no impervious surfaces There are ditches along Granby Street
5. Activities and Impacts
a
Will the protect 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 protect when complete
The proposed BAA will be open 24/7, free of charge to the boating public for recreational boaters and anglers This site is
also being designed as a dual -use facility so that future Perquimans Industrial Marine Park users can access the ramp with
large trailered vessels and launch large vessels as needed
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 ramp structuress are to be constructed in the dry using a cofferdam Equipment will include excavators, vibratory
hammers, dump trucks, and bulldozers The upland parking lot will be asphalt and construction equipment will inclue
excavators, dump trucks, graders, and bulldozers All equipment will be stored on site
d
List all development activities you propose
Concrete boat ramp, 2 8 -'wide floating docks, 12 mooring piles, 2 vinyl groin walls, asphalt parking lot and driveway,
concrete sidewalk, and restroom building
e
Are the proposed activities maintenance of an existing protect, new work, or both? new
f
What is the approximate total disturbed land area resulting from the proposed protect? 100,000 ®Sq Ft or ❑Acres
g
Will the proposed protect 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
The only water that will run into Perquimans River is rainfall that falls directly on the ramp The parking lot will be graded and
constructed so that all runoff is directed to the undeveloped /vegetated portion of the tract
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
t
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
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252- 808-2808 .. 1- 888- 4RCOAa'ir wwrnr.nccoastallmanage€rteent net

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Mayor 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 major development application Please consult the application
instruction booklet on how to properly prepare the required items below
A project narrative
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
A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
The appropriate application fee Check or money order made payable to DENR
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 Anthony, Margie, & Samantha Wooddisse Phone No 252 - 338 -6218
Address 168 Hwy 158 West, Camden, NC 27921
Name NC Seafood Industrial Park Authority Phone No 252 - 473 -5867
Address P O Box 549, Wanchese, NC 27981
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
None known
Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary i\J jiq
j A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner) L
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 nn information provided in this application is truthful to the best of my knowledge
Date A r� lid Print Name NCWRC /Sara Sherman
Signature —
Please indicate application attachments pertaining to your proposed project -
®DCM MP -2 Excavation and Fill Information ODCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
252- 808 -2808 . 1- 888- 4I.COAST vvwLv nccoastaI management. not

- Form DCM MP -2
TO r 's
.e !
(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
1. EXCAVATION - ❑This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards dirt
1620 CY (1600 ramp earthwork, 20 dredging)
c (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
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas
N/A
d High- ground excavation in cubic yards
900 CY
2. DISPOSAL OF EXCAVATED MATERIAL - - ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
on -site
c (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(u) If no, attach a letter granting permission from the owner
120'x100' disposal area + fill to construct 131'x337' Parking
Lot
d (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(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
252- 808 -2808 :: 1- 888- 4RCOAST :: www.nccoasfalmanagement.net revised. 12/26/06
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization)
176'(136
Length
N/A
N/A
N/A
sloped + 40'
level) and 20'
N/A
N/A
N/A
apron at top
59' ramp and
apron above
NWL 43'
59' (width
sloped ramp
bewteen vinyl
Width
below NWL
groins at end
41' flat ramp
of ramp)
section below
NWL
Avg Existing
-3
NA
NA
-5'
Depth
Final Project
-6'
NA
NA
-6'
Depth
1. EXCAVATION - ❑This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards dirt
1620 CY (1600 ramp earthwork, 20 dredging)
c (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
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas
N/A
d High- ground excavation in cubic yards
900 CY
2. DISPOSAL OF EXCAVATED MATERIAL - - ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
on -site
c (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(u) If no, attach a letter granting permission from the owner
120'x100' disposal area + fill to construct 131'x337' Parking
Lot
d (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(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
252- 808 -2808 :: 1- 888- 4RCOAST :: www.nccoasfalmanagement.net revised. 12/26/06

Form 0CM MP-2 (Excavation and 8011, Page 2 of 3)
number of square feet affected
❑CW ❑SAV ❑SB _
OWL ®None
(u) Describe the purpose of disposal in these areas
N/A
(u) If yes, how much water area is affected?
N/A
3. SHORELINE STABILIZATION C3 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 5'
e Type of stabilization material
Class B rip rap lined with filter fabric
g Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap 360
Breakwater /Sill Other
I Source of fill material
quarry
b Length 2 areas C& 95' each
Width 14' max width NW of vinyl groin, 10' max width SE of
vinyl groin
d Maximum distance waterward of NHW or NWL 10
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
Some lateral failure "scuffing" of shoreline cliff Based on
Observation
h Type of fill material
Class B rip rap
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
3 (1) Will fill material be brouqht to the site? ❑Yes ❑No ❑NA b 0) Will fill material be placed in coastal wetlands /marsh (CW).
If yes,
(u) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(u) Describe the purpose of the fill in these areas
5. GENERAL
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g , dragline,
controlled? backhoe, or hydraulic dredge)?
Material as part of parking lot sub grade will be covered in asphalt Bulldozers, dump trucks, back hoes, excavators, graders
Material in permanent storage area will be graded and grassed
at project completion
c (Q Will navigational aids be required as a result of the project?
[]Yes ®No [DNA
(ii) If yes, explain what type and how they will be implemented
N/A
d (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ❑No [DNA
(u) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
N/A
252 -808 -2808 .. 1- 888- 4RCOAST :: www.nccoastaimana- gement.net revised: 12/26/06

Form OCM Pmt (Excavation and Fill, Page 3 of 3)
Hertford BAA
Date
Ito
I
Protect Name i . G
4
I �
NCWRC /Sara Sherman
Applicant Name
App eat Signature
252- 808 -2808 .: 1- 888- 4RCOABT :: www.nccoastails anaciement.net - - revisL-d. 12/26106

-
S`i OPM M fia ?&. is 0% V j m' S SUM
1.
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
GENERAL UPLAND DEVELOPMENT
a Type and number of buildings, facilities, units or structures b Number of lots or parcels
proposed 1
1 asphalt parking lot, 1 restroom building, concrete
sidewalk
c Density (give the number of residential units and the units per d Size of area to be graded, filled, or disturbed including roads,
acre) ditches, etc
N/A 100,000 sq ft
e If the proposed project will disturb more than one acre of land, the f List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces
sedimentation control plan at least 30 days before land- disturbing Asphalt parking lot, concrete sidewalk connected to
activity begins restroom budding
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(n) If yes, list the date submitted Will be submitted prior to
construction
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
209%
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
246%
I Describe proposed method of sewage disposal
Will connect to Town of Hertford sewer system
I Describe location and type of proposed discharges to waters of the
state (e g , surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges)
Only runoff into Perquimans River will be rain that falls
directionly on the ramp The parking lot will be graded
so that all other runoff will be directed to vegetated area
of tract
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
(n) If yes, list the date submitted 10/22/2014
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- 4€€C®AST . vvwvv.nccoasta1manacwement.net revised. 12/26/05

Form ®CM P -3 (Upland Development, Page 2 of 2)
m Describe proposed drinking water supply source (e g , well,
community, public system, etc )
Town of Hertford water
o When was the lot(s) platted and recorded?
Deeded to Perquimans County 5/16/1995
Deed Book 163, Page 548
�A ) tD � o�
Date
Hertford BAA
Project Name
NCWRC /Sara Sherman
Applicant Name
App icl At SigMature
n (i) Will water be impounded? ❑Yes ®No ❑NA
(u) 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 (DNA
252-808.2808:: 1- 888- 4RC®AST :: www.nccoastaimanagement.net revised: 12/26/05

Form ®CM MP -4
'%` � -� °.., IT
(Construction within Public Trust areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the* Joint
Application that relate to this proposed project Please include all supplemental information
1. DOCKING FACIL1TYIMAR1NA CHARACTERISTICS
a (Q Is the docking facility /marina b
®Commercial ®Public/Government ❑Private /Community
c (i) Dock(s) and /or pier(s)
(u) Number
2
(in) Length
100' each
(iv) Width
8' each
(v) Floating
®Yes ❑No
e (i) Are Platforms included? ❑Yes ®No
If yes
(n) Number
(w) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note Roofed areas are calculated from dnpline dimensions
g (i) Number of slips proposed
0
(it) Number of slips existing
0
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 20' recreational boats, 50' large vessels
from Industrial Park
El This section not applicable
(i) Will the facility be open to the general public?
®Yes ❑No
d (i) Are Finger Piers included? ❑Yes ®No
If yes
(u) Number
(w) Length
(iv) Width
(v) Floating ❑Yes ❑No
f (i) Are Boatlifts included? ❑Yes ®No
If yes
(u) Number
(ni) 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 1 ramp /2 launch lanes
❑ Other, please describe
Describe the typical boats to be served (e g , open runabout,
charter boats, sail boats, mixed types)
Pnmary users will be recreational motorboats for boatin
and fishing Future industrial users will launch large vessels
from Perguimans Marine Industrial Park
I (i) Will the facility be open to the general public?
®Yes ❑No
252- 808 -2508 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

FOFM DCM MP-4 (Structures, Page 2 of 4) _
m (i) Will the facility have tie pilings? ^
®Yes ❑No
(n) If yes number of tie pilings?
12, Mooring piles alonq flat 40' section of ramp
2. DOCKING FACILITY /MARINA OPERATIONS - [3 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, Location Restroom building will be located near ADA parking spaces
❑ Showers
❑ Boatholding tank pumpout, Give type and location
b Describe treatment type and disposal location for all sanitary wastewater
Will connect to Town of Hertford sewer system
c Describe the disposal of solid waste, fish offal and trash
No fish cleaning stations are proposed Daily maintenance and trash pick up at restrooms will be handled by County
d How will overboard discharge of sewage from boats be controlled?
N/A - transient facility for launching and recovering of vessels No long -term docking
e (i) Give the location and number of "No Sewage Discharge" signs proposed
0
(n) Give the location and number of " Pumpout Available" signs proposed
0
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
N/A - Industrial users will be launching only, all industrial activities will take place in the adjacent Industrial Marine Park
g Where will residue from vessel maintenance be disposed of?
N/A
h Give the number of channel markers and "No Wake" signs proposed 0
1 Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
0
l What will be the marina policy on overnight and live- aboard dockage?
Not Permitted
k Describe design measures that promote boat basin flushing?
Portions of the vinyl groins beyond NWL will have slats equilvant to 1" per 1' to allow flushing
252 - 808 -2808 :: 1- 888- 4RCOABT :: www.nccoastallmanaaement.net revised- 12/27106

Form ®CM 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?
N/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
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
N/A
3. BOATHOUSE (including covered hfts) 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 drnphre dimensions
4. GROIN (e g, wood, sheetpde, etc -If a rock groin, use MP -2, Excavation and Fill) ❑This section not applicable
a (i) Number 2 ��f' ',t �
(u) Length 181' each - - ,(: t =
(m) Width 9" wide vinyl sheets Total structure width =
C211- � - . a
2'8" (vinyl, whalers, & piles) -� b t �s ry'A
5. BREAKWATER (e g , wood, sheetpde, etc) ED This, section not apphcable
a Length b Average distance from NHW, NWL, or wetlands
c Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS - - - ❑This section not applicable
a Is the structure(s)
®Commercial OPublic/Government ❑Private /Community
c Distance to be placed beyond shoreline furthest = 45'
Note This should be measured from marsh edge, if present
b Number 12
d Description of buoy (color, inscription, size, anchor, etc )
No buoys
252 - 808 -2808 .: 1- 888- 4RCOAST :: vvvvw.nccoastal management. net revised: 12127/06

Form DCM P_4 (structures, Page 4 ®f 4)
e Arc of the swing N/A
7. GENERAL
a Proximity of structure(s) to adjacent riparian property lines
17' to Southeast
b Proximity of structure(s) to adjacent docking facilities
None adjacent, closest is 3100' to Southeast
Note For buoy or moonng piling, use arc of swing including length
of vessel
c Width of water body d Water depth at waterward end of structure at NLW or NWL
6300' -6'
e (Q 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
N/A
8. OTHER ED This section not applicable
a Give complete description
►�%� OVA
Date
Hertford BAA
Project Name
NCWRC /Sara Sherman
Applicant Name
Applicant Signature
252 -808 -2808 :: 1- 888- 4RCOAST :. www.nccoastaimanagement.net revised: 12127/06

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X.,
ARPO \\ \\ 150
60 0 60 120 Anthony, Margie, & Samantha Wooddisse \\ / 4-- — — L
168 Hwy 158 West
Camden, NC 27921
Scale 1" =60' _ , / \ k,
0
Property Boundary /
N W L \ \�`
Normal Water Level = d Elevation .
30' LAMA Offset % \ �`, ` " % L
75' CAMA,AEC \ --- - - - - -- -
7B
PROJECT SITE CURRENTLY UNDEVELOPED zo
Current land use Is agricultural
Shoreline is an 11' -high cliff with , ;;` �' �;' ;;, -' -- - - - - -- z,
uncleared trees and vegetation
' 'IIII ;il,l
\ ' ;;\;;�,`
- zz
Some cypress tress are in the water in front
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11
PROPERTY OWNER
Perquimans County
P O Box 45
128 N Church St
Hertford, NC 27944
EXISTING SITE CONDITIONS DATA
Property Size = 200925 FT = 4 6 Acres
Existing Impervious Surfaces = 2056 FT = 1%
No Existing\ Impervious Surfaces in 75' AEC
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Camden, NC 27921
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Scale 1" •0
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PROPOSED SITE PLAN DATA
Proposed Impervious Surfaces = 49,614 FT' = 24 6%
Proposed Impervious Surfaces in 30' CAMA Offset = 2,092 FTZ (16 5 %)
Proposed Impervious Surfaces in 75' CAMA AEC = 4,827 FT' (20 9 %)
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Rip rap graded shoreline
Class B rip rap, lined with filter fabric
176' -LONG X 43' -WIDE CONCRETE BOAT RAMP DREDGING AREA
181' VINYL BULKHEADS OUTSIDE RAMP /DOCK FOOTPRINT
8' -WIDE X 100' -LONG FLOATING DOCKS FLOATING DOCK Connect to existing -6' contour
MOORING PILES ALONG LAST 40' OF RAMP Max distance beyond ramp= 10'
DETAILS SHEET 2 1 Volume less than 20 YD3
24" Roll Curb & Gutter
I RESTROOM BUILDING
GRADE &FILL AREA I 18' x 11 5' max footprint area
On -site spoil disposal I Utility Construction will be required
2000 YD 3 to be placed in Details Sheet 6 2
area 120'x 100' @ 2' deep
Area to be graded flat and grassed 5' -wide concrete sidewalk ADA
at project completion path to restroom building
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along weste4n edge of parking lot
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181' Vinyl Walls
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/ Proposed Impervious Surfaces = 49,614 FT = 24 6%
Proposed Development meets Low tensity Criteria for cl ss SC waters
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:t No
31

Utility Construction will be required
for Proposed Restrooms.
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GRANBY STREET
SR 1476
Water Valves (2)
Fire Hydrant
ephone Pedestal
ewer Box
Telephone Box
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11/6/2014
Name
PergSite dwg
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signed SJS
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proved
eat No
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RAMP DOCK
20' Vert Curve
RAMP STRUCTURE CUT /FILL DATA
BELOW NORMAL WATER
Excavation = 1600 YD (earthwork)
FIII = 400 YD' (ramp rock base & concrete)
ABOVE NWL
Excavation = 900 YD' (earthwork)
Fill = 540 YD3 (120 earthwork/420 ramp rock base &
PROFILE
RAMP STRUCTURE WILL CONSIST OF
8" Reinforced Concrete
6" No 57 Stone /
12" Class B Rip Rap
PROPOSED VINYL WALL PROFILE
EXISTING GROUND PROFILE
(Centerline)
EXISTING GROUND PROFILE
(Right Edge)
EXISTING GROUND PROFILE
________ -- - - -- (Left
MA ge)
8' -wide x 100' -Ion floating dock (5 @20')
EL =3 0' - -- _
NWI
106'@14% 143
8'x8'x2' Concrete Abutment
+ Level sidewalk section
136' Sloped Ramp
Mooring Piles Along Flat Ramp Section
Spaced 8' on- center
FEL =80'
__ 150/
10' @10%
�80�
40 0 Level Section
DREDGE AREA
Max Distance from end of ramp = 10'
Dredge volume less than 20 YD
EXISTING GROUND PROFILE
(Left Edge)
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EXISTING GROUND PROFILE 11 I
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181' Vinyl Wall —
WALL BEGINS @ TOP OF RAMP EL =11 0'
EXISTING GROUND PROFILE
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(Right Edge)
EL =11 0'
EL =8 0'
380 225
----------- - - - - -- - --
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28" YELLOW REFLECTIVE DELINEATORS
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PEXCO model #31JTX2 OR PRIOR APPROVED EQL
IVALENT
15' Spacing Along Vinyl Walls beyond NWL
Vinyl Sheetplle
605
CMI 9900 or prior approved equivalent
Spaced 7 5' on- center
s
8" Minimum Tip Timber Piles
8' Piles /6' Sheets 10' Piles /8' Sheets
16' Piles /14' Sheets .j Ij
Class B, Treated CCA
Piles spaced 7 5' on- center along
Staggered on either
each side of wall
side of wail 3 75'
Piles installed at staggered locations on
opposite sides of wall spaced 3 75'
Groil sheets beyond NWL will have 1" per 1' or equivalent slats for flushing
20' Piles/
where wall extends beyond NWL
18' Sheets
FEL =80'
__ 150/
10' @10%
�80�
40 0 Level Section
DREDGE AREA
Max Distance from end of ramp = 10'
Dredge volume less than 20 YD
EXISTING GROUND PROFILE
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EXISTING GROUND PROFILE 11 I
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28" YELLOW REFLECTIVE DELINEATORS
PEXCO model #31JTX2 OR PRIOR APPROVED EQL
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15' Spacing Along Vinyl Walls beyond NWL
605
EL =3 0' EL =3 0'
25' Piles /22' Sheets
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Date
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File Name
PergSite dwg
Surveyed MRL
Designed sis
Drawn JS
Approved
Sheet No
60

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2x6 Cap Boards
A B"ULKHEAD CROSS—SECTION: 2
8'-Wide Floating Docks
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8 "- minimum tip Timber Piles
430
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8" -thick Concrete Ramp
Rock Ramp Base entire width between vinyl walls I
(6" No 57 Stone + Vinyl Sheetpile
12" Class B Rip Rap) Date 11/6/2014
File Name
8 "- minimum tip Timber Piles Drag Pile Deadman PergSite dwg
Surveyed MRL
Anchor Pile Designed SJS
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430
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(6" No 57 Stone + Vinyl Sheetpile
12" Class B Rip Rap) Date 11/6/2014
File Name
8 "- minimum tip Timber Piles Drag Pile Deadman PergSite dwg
Surveyed MRL
Anchor Pile Designed SJS
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