20190319 Ver 1_CAMA Application_20190308

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Christopher and Tammy Perry
2. LOCATION OF PROJECT SITE: 2137 Rivershore Road, in Elizabeth City,
Pasquotank County, North Carolina. The site is adjacent to a man-made canal and
the Pasquotank River.
Photo Index: 2006: 237-7741 M18 & N18
Latitude: 36°17'05.85" N Longitude: 76°11' 23.45" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit: February 13, 2019
Was Applicant Present: No
5. PROCESSING PROCEDURE: Application Received Complete: March 1, 2019
Office: Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Pasquotank County
LUP Land Classification: Low Density Residential
(B) AEC(s) Involved: EW, PTA and ES
(C) Water Dependent: Yes
(D) Intended Use: Residential
(E) Wastewater Treatment: Existing: Sewer
Planned: N/A
(F) Type of Structures: Existing: Bulkhead & Groin in disrepair, residence,
brick driveway and walkways, shore side dock,
piers, and platforms
Planned: Same as above except the residence
(G) Estimated Annual Rate of Erosion: 0
7. HABITAT DESCRIPTION: (AREA)
(A) High Ground: ES
29,325sf
(B) Shallow Water Bottom: EW & PTA
2,905sf
(C) Open Water: EW & PTA
1, 863sf
(D) Total Area Disturbed: 34,093sf (0.782 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The property owner is requesting a permit to: 1) Construct a
1,037' replacement bulkhead, 3) replace a 25' wooden groin, 4) replace 40'x 4' pier, a
187square foot (SF) triangular platform and 193'x 4' shore side walkway in and around a
man-made basin, 5) replace 184'x 6' pier with a 20'x 20' platform and 2 tie pilings.

Christopher and Tammy Perry
Field Investigation Report
Page 2
Project Setting
The project site is located at the end of Cobb Creek Road, an extension of Rivershore Road,
and more specifically described as being 2137 Rivershore Road in Elizabeth City, in
Pasquotank County, North Carolina. The applicant's property is zoned Low Density Residential,
and adjacent property uses are residential. The lot forms a 1.82 -acre peninsula bounded on the
north by the mouth of Cobb Creek, on the east by the Pasquotank River, on the south by a
residential lot and Cobb Creek Road, and on the west by Cobb Creek and a small boat basin
associated with the property. The property fronts on —1,037 linear feet of shoreline that
currently with a failing wooden/timber bulkhead.
Located on the east side of the property, along the Pasquotank River, is a 184' x 6' pier with a
20' x 20' platform, stairs and two tie pilings forming a single slip. There is a failing 18' long
wooden groin/jetty located at the northeast corner of the property, at the mouth of Cobb Creek,
that is a remnant of the original 25' groin/jetty. Located along the creek and boat basin (to the
west) is a 193' x 4' (average) shore side walkway/dock with a 40' x 4' pier and a 187sf
triangular shaped wooden platform with two mooring pilings forming two boat slips. Normal
water level around the basin is on the landward side of the shore side dock in some areas due
to erosion and the failing bulkhead around the basin.
There is no known submerged aquatic vegetation (SAV) within the proposed work area, and
the area is not recognized by current NCDMF mapping as supporting SAVs. Water depths
along the existing bulkhead, on the Pasquotank River side range, from -2.49' to -3.79', and -
3.07' at the end of the pier. Water depths along the bulkhead on the creek side range from -
3.93' to -5.93'. The creek width is 41' at its narrowest point and the water body width along the
river is 7,900'.
Also located on the property is a large brick dwelling and associated brick walkways and drive
way. Two drains are in the brick drive that appear to lead to the adjacent water bodies;
however, no outlet could be located. Vegetation on the property is limited to domestic grasses
and ornamental shrub and trees.
The waters of the Pasquotank River along the project site are classified as SB, which are
primarily recreational and any use specified by the SC classification applies (including aquatic
propagation, fishing, wildlife, secondary recreation and agriculture). The property is located in
an AE Flood Zone with an average elevation of -5' above NWL.
Development Proposal
The applicants, Christopher and Tammy Perry request a CAMA Major Permit to undertake the
following development:
1) Construct a 1,037' replacement bulkhead an average of 2.77', and a maximum of 11',
waterward of NWL. The 11' maximum alignment will be at the southwest corner
adjacent to the pier on the Pasquotank River. The intent of the extended alignment is to
straighten the bulkhead alignment and prevent the collection of debris along the
bulkhead. The proposed alignment will result in—2,880sf of shallow bottom fill according
to the application and plans.

Christopher and Tammy Perry
Field Investigation Report
Page 3
The replacement bulkhead will result in a narrowing of the waterbody from 41' (at its
narrowest point) to 39' along Cobb Creek. According to the application and plans there
will be—29,325sf of high -ground disturbance associated with the installation of the new
bulkhead. The proposed disturbance associated with the installation of the tie backs and
anchors will extend —31' landward of the existing bulkhead alignment. The site plan
notes that the new bulkhead will be constructed with a combination of 643' of vinyl and
394' "timber".
2) The replacement of a pre-existing 25' x 1' wooden groin (jetty) with a vinyl groin. The
existing 18' wall and remnant pilings will be replaced in the original alignment. Shallow
bottom disturbance will involve —25sf.
3) The replacement of an existing 184'x 6' pier and 20'x 20' platform with two tie pilings
within the same alignment along the Pasquotank River (1 516sf of open water shading).
The site is —32' north of the adjacent riparian corridor and —108' north of the closest
adjacent pier and mooring facility. There will be no net increase in shading of open water
by the proposed replacement structure.
4) Six pilings will be removed from the Pasquotank River waterward of the proposed new
bulkhead.
5) An existing elevated slated wooden shore side walkway 193' x 4' will be replaced along
Cobb Creek and the boat basin. The total replacement on the high ground side of the
replacement bulkhead will be 772sf over high ground. Extending from the shore side
dock/walkway will be a triangular shaped platform that will result in the shading of
—187sf of open water in the man-made boat basin. (See 11'/2' x 17" labeled CAMA Plan
for shore side dock and triangular platform location after bulkhead is constructed)
6) The final aspect of the proposed development will include the replacement of an existing
40'x 4' pier separating the two existing boat slips in the basin. The reconstruction of the
pier will be with the existing alignment and shade 160sf of open water.
The 11'/2' x 17" CAMA Plan shows the land disturbance associated with the removal of the
existing brick dwelling, walkways, driveway and vegetation and is under review by the City of
Elizabeth City for a CAMA Minor Permit. Removal will involve a controlled burn bythe Elizabeth
City Fire Department and the subsequent removal of associated debris. The proposed removal
will result in 12 624sf of high ground land disturbance. Combined impacts of the CAMA Minor
Permit and the proposed impacts from the CAMA Major Permitwill total46,717sf (1.072 acres).
Total impacts are as follows:
High Ground Disturbance: Total Disturbance associated with the replacement bulkhead
29,325sf
Note: The 772sf shore side dock impact is not separately listed. It is included in the 29, 325sf
under High Ground Disturbance on the previous page.

Christopher and Tammy Perry
Field Investigation Report
Page 4
Open Water Shading: Previously undocumented habitat impacts/No increased shading
1,516sf Pasquotank River pier and platform
187sf Triangular platform in Cobb Creek basin
160sf Pier in Cobb Creek basin
1,863sf Total
Shallow Bottom Fill: 2,880sf Fill behind replacement bulkhead
25sf Groin/jetty
2,905sf Total
Total Impacts: 34,093sf (0.782 acres)
Anticipated Impacts
1) Loss of—2,905sf of shallow water bottom habitat from fill associated with the
construction of the replacement bulkhead and groin.
2) Future construction of a residence.
3) Temporary disturbance of 29,325sf of high ground.
4) The proposed development will temporarily disrupt animal populations within adjacent
waters and the project area.
5) Installation of pilings for the -proposed piers may result in temporally suspending
sediments in the water.
6) During the project construction it is anticipated that noise levels may periodically
increase above surrounding background (ambient) levels from heavy equipment.
7) Treated wood leaches over time in surrounding waters and sediment. The amount of
leaching is dependent on the type of organic material present in the water bottom
substrate, oxygen levels and water movement; however, it is estimated that 90% of the
leaching will occur within the first 90 days.
Submitted by: Lynn W. Mathis
Date: March 7, 2019

FED 2 5 7019
Existing Conditions P.
The subject property is located at 2137 Rivershore Road in Elizabeth City, Pasquot nk uniy,
NC and owned by Christopher L. and Tammy L. Perry. The property is a peninsular landform
surrounded by the Pasquotank River and Cobb Creek. Existing onsite upland improvements
include a single-family home and associated garage, brick driveway and walkway and block
retaining walls. Vegetation around the tract includes maintained grasses, shrubs, and trees. No
wetlands are present. Existing water dependent structures include a bulkhead lining the entire
shoreline of the property, a pier with platform, a staging pier, and a dock around the existing
boat slip basin. Currently, there are three designated boat slips.
Proposed Work
Proposed work requiring a CAMA Major Permit includes the restoration and replacement of all
existing water dependent structures onsite. This includes 1,037 linear feet (LF) of bulkheading,
including 643 LF of vinyl bulkhead along the Pasquotank River side of the property, and 394 LF
of timber bulkheading around the inside Cobb Creek portion of the property. A total of 2,880
square feet (SF) of backfill below NWL will be required. On the southeast portion of the
proposed bulkhead, there is a 56 LF section beginning at the property line and extending to Pier
1 in a straight line that is proposed to remove bends from the existing alignment. This section of
bulkhead will step out approximately 10 feet in front of the existing bulkhead, requiring a total of
427 SF of fill below NWL (which is a portion of the 2,880 SF of fill below NWL total). All other
sections of the new bulkhead will be an average of 2 feet watenvard of the existing bulkhead. In
addition to the bulkhead, an existing 25 LF timber jetty wall at the northeast corner of the
property is proposed to be replaced with a new vinyl jetty wall within the existing footprint.
Currently, 18 LF of the jetty remains intact (but is beginning to fail), and the outer 7 LF of
sheeting has washed away, but the pilings remain.
It should be noted that the existing home.that is shown on the plan will be demolished in the
near future after The Elizabeth City Fire Department performs a training burn on the building.
For the removal of debris, trees, brick walkways and foundation removal work, the owner will be
applying for a CAMA Minor Permit, since much of the structure and surrounding land is within
the 75 ft AEC. This work is planned for March 2019, prior to issuance of this CAMA Major
request. The owner will be building a new home in the future but has no house plans in place at
this time. At the time new residential construction occurs, the owner will either modify the
CAMA Major Permit or will relinquish the CAMA Major once the bulkhead and pier work is
complete and apply for a new CAMA Minor Permit for upland development. All repair and/or
replacement of brick walkways will occur at this time as well.
We evaluated the bottom conditions and found there to be a clay -dominated bottom along the
proposed bulkhead alignment along the river and an organic bottom overlying clay and silt along
Cobb Creek. There was no SAV observed and no rhizomes systems encountered. We also
reviewed SAV mapping resources obtained from NCDMF and this area is not recognized as
having supported SAV.
The three existing Piers onsite are proposed to be replaced within their existing foot print. The
existing Piers are numbered 1 through 3 on the accompanying site plan. The proposed pier
replacement dimensions are as follows; 1) 184 LF by 6 feet wide with a 20 ft by 20 ft platform
with stairs to be replaced, 2) a 40 LF by 4 feet wide staging pier, 3) 957 SF of irregular shaped

dock that wraps around the existing two slip boat basin on the west side of the property. This
pier has been accounted for in square footage due to its shape.
Purpose and Need
Mr. Perry recently purchased this property and all water dependent structures are aged and in
disrepair. This project is dominantly a restoration of existing conditions to maintain adequate
protection and to provide safe useable Piers and dockage.

11
DCM MP -7
APPLICATION for
Major Development Permit '
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Received
�id
Applicant 1: First Name
Christopher
MI
L
Last Name
Perry
FEB 2 5 2w
Applicant 2: First Name
Tammy
MI
L
Last Name
Perry
Ulo1V
!/ IVI GG `y
EC
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
110 Binnacle Ct.
PO Box
City
Elizabeth City
State
NC
ZIP
27909
Country
Paquotank
Phone No.
252-339-1905 ext.
FAX No.
Street Address (if different from above)
City
State
City
ZIP
Email
[e-mail]
870
2. Agent/Contractor Information
Business Name
Quible & Associates P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Troy
Murphy
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 -491 - 8147
ext.
- - ext.
FAX No.
Contractor If
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Highway Bldg 400
Powells Point
NC
27949-
7949-Email
Email
[e-mail]
<Form continues on back>
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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. #
Pasquotank
2137 Rivershore Rd
Subdivision Name
City
State
Zip -
Rivershore
Elizabeth City
NC
27909-
7909-Phone
PhoneNo.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Pasquotank 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
Pasquotank 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.
I. Is the proposed project consistent with the applicable zoning?
City of Elizabeth City
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1,037 LF
79,156 SF (1.82 acres)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N W L (normal water level)
(If many lot sizes, please attach additional page with alist)
—5 ❑NHW or®NWL
e. Vegetation on tract
Maintained grasses, trees, and shrubs.
f. Man-made features and uses now on tract
Single family residence with garage, driveway and walkways.
Bulkhead along entire shoreline, 3 total piers/docks. Current
use is a private residence.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent properties are private single family residences.
l
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Single family residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [INA
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 IONA
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> Received
FFD 2 5 20.1')
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes [-]No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Onsite septic and drainfield
o. Describe existing drinking water supply source.
City of Elizabeth City public water
p. Describe existing storm water management or treatment systems.
open space infiltration
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.
Current use of the property will not change.
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.
Barge, dumptruck, skidsteer, vibratory hammer will all be utilized for the construction of a new bulkhead and associated
grading, as well as replacement of existing docks, piers, and platforms.
d.
List all development activities you propose.
Proposed work includes a new bulkhead in front of the exisiting one with associated backfill, replacement of three existing
piers/docks and one platform, and the replacemnt of one jetty (26). See attached project narrative for a detailed desciption of
proposed work.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 29,325 ®Sq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [INA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
No new proposed discharges
i.
Will wastewater or stormwater be discharged into a wetland? []Yes []No ®NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No ®NA
j.
Is there any mitigation proposed? []Yes ❑No ®NA
If yes, attach a mitigation proposal.
<Form continues on back> Received
FEB 2 5
252.808.2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.rye t MEC

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 major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DEN R.
I. 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 Bergman Family Real Estate Trust Phone No.
Address 2135 Rivershore Rd. Elizabeth City, NC 27909 -
Name Thomas G. Wolcott Phone No.
Address 18 Henderson St. Raleigh, NC 27607
Name Lloyd E. Griffin Phone No.
Address 2006 Rivershore Rd. Elizabeth City, NC 27909
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuingdates.
GP4719A, 8/15/88 (100' bulkhead and a ramp) GP1263A, 11/22/93 (250' bulkhead)
GP7546A, 11/09/90 (500' bulkhead, pier and platform)
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.
I understand that any permit issued in response to this application will allow only the development described in the
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date zkkl2e1q Print Name ^�gn �u�at�o t Qm3o\a tdAucc .—ACje.t
Signature GAT
VV I
Please indicate application attachments pertaining to your proposed project.
RDCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development Received
RDCM MP -4 Structures Information
FEB 2 B np,
D M -EC
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Form DCM MP -2
FEB 2 5 2019
EXCAVATION and FILL pD �p�q�g'EC
(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.
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
❑WL []None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) 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
(ii) Describe the purpose of disposal in these areas:
d. High -ground excavation in cubic yards.
area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No [INA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes []No ❑NA
(ii) If yes, how much water area is affected?
252-808-2608 :: 1.888.4RCOAST :: www.nccoastalmanagement.net revised: 12126/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
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.
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
❑WL []None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) 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
(ii) Describe the purpose of disposal in these areas:
d. High -ground excavation in cubic yards.
area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No [INA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes []No ❑NA
(ii) If yes, how much water area is affected?
252-808-2608 :: 1.888.4RCOAST :: www.nccoastalmanagement.net revised: 12126/06

Form DCM MP -2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 - Structures)
a. Tvoe of shoreline stabilization: b. Length: 1,037 LF
®Bulkhead ❑Riprap ❑Breakwater/Sill [_-]Other: Width: -1 it
c. Average distance waterward of NHW or NW L: -3ft (2 ft max for d. Maximum distance waterward of 9tH or NWL: -11 ft
majority of the bulkhead)
e. Type of stabilization material:
Timber and vinyl sheetpiling
g: Number of square feet of fill to be placed below water level.
Bulkhead backfill 2.880 SF Riprap
Breakwater/Sill Other
i. Source of fill material.
Clean fill sand
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No [INA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Sand
FES 2 5 Xil ,
4. OTHER FILL ACTIVITIES' This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes []No [-]NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt fence will be used for any grading necessary for bulkhead
tiebacks
c. (i) Will navigational aids be required as a result of the project?
❑Yes []No ®NA
(ii) If yes, explain what type and how they will be implemented.
suomergea aquanc vegeianon t6AV ), snen ooirom tan), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW ❑SAV ❑SB
❑WL ❑None
(it) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Barge, skidsteer, vibrating hammer
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No []NA
(it) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
int Signature
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Received
Form DCM MP -4
FEB 2 5 2019
STRUCTURES
(Construction within Public Trust Areas) DM
EC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ❑This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government ®Private/Community ❑Yes ®No
c. (i) Dock(s) and/or Per(s)
d. (i) Are Finger Piers included? ❑Yes ®No
(ii) Number 3
If yes:
(iii) Length See Section 8
(ii) Number
(iv) Width See Section 8
(iii) Length
(v) Floating ❑Yes ®No
(iv) Width
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? ®Yes ❑No
f. (i) Are Boatlifts included? []Yes ®No
If yes:
If yes:
(ii) Number 1
(ii) Number
(iii) Length 20 ft
(iii) Length
(iv) Width 20 ft
(iv) Width
(v) Floating []Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
0
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
3
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 3 existing
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps: .
❑ Other, please describe:
I. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 22 ft
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Runabouts, skiffs, sailboats
I. (i) Will the facility be open to the general public?
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V_
Form DGM MP -4 (Structures, Page 2 of 4)
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
4 Total: 2 existina Dilinas at slips 1 and 2 to remain, 2
existing pilings at slip 3 to be replaced all other existing
pilings to be removed
❑Yes ®No
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
=�
FEB 2 5 20j9
C. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
L Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
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Form DCM MP -4 (Structures, Page 3 of 4) pg�q
L If this project is an expansion of an existing marina, what types of services are currently provided? " eceived
m. Is the marina/docking facility proposed within a primary or secondary nursery area? MEC
[]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.
3. BOATHOUSE (including covered lifts) 0This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
IN) Width
Note: Roofed areas are calculated from dripline dimensions.
4.GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) El This section not applicable
a. (i) Number 1 (existing to be replaced)
(ii) Length 25 LF
(iii) Width 1 It
5 BREAKWATER (e.g., wood, sheetpile, etc.) This section not applicable `
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and 600 YS ®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.)
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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 ofstructure(s) to adjacent docking facilities.
-58 LF -118 LF
Note: For buoy or mooring piling, use are of swing including length
of vessel
c. Width of water body
Canal: 41 ft at narrowest: River: +/- 7900 LF
(i) Will navigational aids be required as a result of the project?
❑Yes ❑No ®NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
3.0 ft (NWL)
8. OTHER []This section not applicable
a. Give complete description:
Piers: 1) replace existing 184 LF by 6 ft wide with 20 by 20 platform, 2) replace existing 40 If by 4 feet wide, 3) replace existing
irregular shaped 957 SF dock
FEB 2 5 zoo
252.808.2808 :: 1.888-4RCOAST a ww .nccoastalmanagernent.net revised: 12/27/06

BOOK 1320 PAGE _735.(8)
447979
PASQUOTANK COUNTY
IIIIIIIIINIIIuilNlnlll�ll
Deed number . tii
Transfer tax
Delinquent tax S/'
This document presented and filed:
,
10/082018 03:14:45 PM
S'4"'
Pasquotank County Assessols Office
JOYCE W. PRITCHARD, Pasquotank County; NC
Excise Tau: $750.00
Space Above This Line For Recording Data
NORTH CAROLINA GENERAL WARRANTY DEED
Prepared by W. Brock Mitchell, Attorney
Return to The Twiford Law Firm, P.C.
BREM File No. 31047-O.WBM
Excise Tax: $750.00 Tax Parcel: 892316841239
Transfer Tax: $3,750.00
State of North Carolina, County of Pasquotank
THIS GENERAL WARRANTY DEED made this 27" day of September, 2018, by and between
Jaquelin J. Perry (aka Jacqueline J. Perry) and husband, Norman Perry, whose mailing address is Post
Office Box 237, Colerain, North Carolina 27924, Martha Marsh Jenkins, unmarried, whose mailing
address is 102 Harrington Point, Chapel Hill, North Carolina 27516, Samuel Gatlin Jenkins, III,
unmarried, whose mailing address is 104 Collins Mountain Road, Chapel Hill, North Carolina 27516,
Pembroke Nash Jenkins and wife, Patricia C. Jenkins, whose mailing address is 2108 South Live Oak
Parkway, Wilmington, North Carolina 28403, and Joseph Thomas Jenkins and wife, Lyn M. Jenkins,
whose mailing address is 4303 South Virginia Dare Trail, Nags Head, North Carolina 27959 (hereinafter
collectively referred to as "Grantor"), and Christopher L. Perry and wife, Tammy Lister Perry, whose
mailing address is 2137 Rivershore Road, Elizabeth City, North Carolina 27909 (hereinafter collectively
referred to as "Grantee"):
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has given, granted, bargained, sold, and conveyed, and by these presents does hereby give,
grant, bargain, sell, and convey unto said Grantee, Grantee's heirs, successors, administrators and assigns,
all of that certain piece, parcel, or tract of land situate, lying and being in Nixonton Township, Pasquotank
County, State of North Carolina, and being more particularly described as follows:
See Exhibit A attached hereto.
Per N.C.G.S. §105-317.2, the property does not include the primary residence of Grantor.
FEB 2 5 2019

BK 1320 PG 736 DOC#447979
This document was prepared by W. Brock Mitchell, a licensed North Carolina attorney,
without title search, closing or tax advice. Delinquent taxes if any, to be paid by the
closing attorney to the County Tax Collector upon disbursement of closing proceeds.
Being also the same property conveyed to Jacqueline [sic] J. Perry, Martha Marsh Jenkins, Samuel
Gatlin Jenkins, III, Pembroke Nash Jenkins and Joseph Thomas Jenkins by deed dated September 19, 2007,
which deed is of record in Deed Book 995, Page 632 of the Pasquotank County Public Registry. Norman
Perry, Patricia C. Jenkins and Lyn M. Jenkins execute this deed solely to convey their statutory marital
interests in said property.
TO HAVE AND TO HOLD the above described lands and premises, together with all appurtenances
thereunto belonging, or in any way appertaining, unto the Grantee, Grantee's heirs, successors,
administrators, and assigns forever.
AND THE SAID GRANTOR COVENANTS to and with said Grantee, Grantee's heirs, successors,
administrators, and assigns, that Grantor is lawfully seized in fee simple of said lands and premises, and have
full right and power to convey the same to the Grantee in fee simple, and that said lands and premises are
free from any and all encumbrances, except as set forth herein, and that the Grantor will warrant and defend
the title against the lawful claims of all persons whomsoever, with the exception of the following:
Ad valorem taxes for the year 2019 and subsequent years, easements and restrictions of
record, and any local, county, state, or federal laws, ordinances, or regulations relating to
zoning, environment, subdivision, occupancy, use, construction, or development of the
subject properly, including existing violations of said laws, ordinances, or regulations.
IN WITNESS WHEREOF, the Grantor has duly executed and sealed this document, this the day and
year first above written.
[REMAINDER OF PAGE INTENTIONALLY BLANK —
SIGNATURE(S) ON FOLLOWING PAGE(S)]
FEB 25 LLij

State of North Carolina, County of �`•s`1 w
BK 1320 PG 737 DOC#447979
1, a Notary Public of fir`+ County, State of North Carolina, certify that
on this date before me personally appeared Jaquelin J. Perry (aka Jacqueline J. Perry) and husband,
Norman Perry, personally known to me or who produced satisfactory evidence of identification and
voluntarily signed the foregoing or attached instrument for the purposes therein stated and in the capacity
indicated.
�+
WITNESS my hand and official stamp or seal this the 2 �' � day of September, 2018.
y+' NOTARY
PUBLIC
tCOUN
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Notary Public
Type or Print Name: w•3^'�"t"I'fu'`rf
My Commission Expires: /> /'Zs / zp + u
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FED 2 5 R1.9

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BK 1320 PG 738 DOC#447979
(SEAL)
Ma ha Mars r Jenkins
State of North Carolina, County of -'"ct- Ak k—
I, allotary Public of County, State ofNorth Carolina, certify that on this
date before me personally appeared Marsha Marsh Jenkins, personally known to me or who produced
satisfactory evidence of identification and voluntarily signed the foregoing or attached instrument for the
purposes therein stated and in the capacity indicated.
WITNESS my hand and official stamp or seal this the 2' fi —day of September, 2018
:�o��POCK Mid
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Type or Print Name: u • p�ie�x M fc++� a
My Commission Expires: lT�zo2z
FPB 2 5 2M
CM -EC
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BK 1320 PG 739 DOC#447979
State of North Carolina, County of Y
I, a Notary Public of WAA County, State of North Carolina, certify that on this
date before me personally appeared Samuel Gatlin Jeuhdns, III, personally known to me or who produced
satisfactory evidence of identification and voluntarily signed the foregoing or attached instrument for the
purposes therein stated and in the capacity indicated.
WITNESS my hand and official stamp or seal this the .22 day of September, 201 S
�Ot�l• T Pdnt IK
ftBl%G -VI My Commission
or stamp must
F
FEB 2 5 2019

BK 1320 PG 740 DOC#447979
Pembroke Nash
4�b
rarncm c. Gens ay
State of North Carolina, County of kw Panovef
I, a Notary Public of /U" tIAN AVE9— County, State of North Carolina, certify that on this
date before me personally appeared Pembroke Nash Jenkins and wife, Patricia C. Jenkins, personally
known to me or who produced satisfactory evidence of identification and voluntarily signed the foregoing
or attached instrument for the purposes therein stated and in the capacity indicated.
WITNESS my hand and official stamp or seal this the Ji day ofSeple�mbeV 2018. Wbk--
KATo1 NA L. MOOflE
Nowry :h'.�c. North Ca, clip,
New H"Over CoucrV
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My Commission Expires:
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BK 1320 PG 741 DOC#447979
�� (SEAL)
*'s'Phma Jenkins
T (SEAL)
4=1
nkins
Stale of North Carolina, County ofbare
1, a Notary Public of J lafP County, State of North Carolina, certify that on this
datebefore me personally appeared Joseph Thomas Jenkins and wife, Lyn M. Jenkins, personally known
to me or who produced satisfactory evidence of identification and voluntarily signed the foregoing or
attached instrument for the purposes therein stated and in the capacity indicated.
WITNESS my hand and official stamp or seal this the 2Z day of September, 2018.
ng
Notary seal or stamp most appear within this box.
l:M1¢AL ¢aiAi¢SLIeNT4➢.rry.lgvtlinai rl El Sr Rivm4orc5nt¢�pMvpl
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My Commission Expires: SJl AZO
FEB 2 5 2wg

BK 1320 PG 742 DOC#447979
EXHIBIT A
BEGINNING in the easterly edge of Cobbs Point Lagoon at or near an iron pipe; thence South 500 48' East
74 feet to an iron pipe; thence South 870 2 FEW 246 feet, more or less, to the Pasquotank River, said line
being marked by an iron pipe at or near the edge of said river; thence northerly along the Pasquotank River
to the mouth of Cobbs Point Lagoon; thence along Cobbs Point Lagoon to the POINT OF BEGINNING.
The parcel of land herein conveyed has a southerly boundary as herein described, and the remaining
boundaries of said parcel of land border the Pasquotank River and Cobbs Point Lagoon. Further, the
perpetual right of ingress, egress and regress over and upon the easement shown on Map Book 254, Page 50,
said easement to be shared with persons now or hereafter owning property adjacent to said easement. Said
easement is twenty-five (25) feet in width and extends between parallel lies as shown on Map Book 254,
Page 50, and the southerly terminus of said easement connects with the northeastem terminus of Rivershore
Road, said Rivershore Road being shown on that certain map entitled "Winslow Acres, on the Banks of the
Pasquotank. Section `C':' dated November 1, 1961, said map being of record in Map Book 2, Page 125, in
the Pasquotank County Public Registry. Reference is made to Map recorded in Deed Book 267, Page 362;
dated November 7, 1964, prepared by W.J. Overman, Civil Engineer, for description of the lands and
easements conveyed herein, and said map is by reference made a part of this deed.
FEB 2 5 2019

MAJOR PERMIT FEE MATRIX
Applicant. /Z /Z
Selection
Development Type
Fee
DCM %
(14300 16014351000931625 6253)
DW61 %
(24300 1602 435100095 2341)
L Private, non-commercial
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
or o en water areas:
II. Public or commercial
E]
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
Major Modification to a
$250
100%($250)
0%($0)
Maior ermitdevelopment
thats
the filling and/ortion
of up to 1 acrends
Z
and/or openreas,
determine if A,r
D below a lies:rivate,
non-
El
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached can be a lied:
III(B). Public or commercial
❑
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
can be a lied:
III(C). If General Water
❑
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
d to water quality or
ic life:
If General Water
ty Certification No.
$400
60%($240)40%($160)
(see attached) cannot
4aau
lier
development that
es the filling and/or
$475
60%($285)
40%($190)
ation of more than
cre of wetlands and/or
water areas:

ROY COOPER
Governor
MICHAEL S. BEGAN
Secretary
BRAXTON C. DAVIS
Director
March 8, 2019
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregq.bodnar(cDncdenr.qov
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Christopher and Tammy Perry
Project Location: 2137 Rivershore Road, Pasquotank County
Proposed Project: Restoration and replacement of all existing water dependent structures
onsite.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gre_pp Bodnar at the address above by March 29, 2019. If you have any questions
regarding the proposed project, contact Lynn Mathis (252-264-3901, ext. 234) when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
NORT C/.RWN � ��R
wnrmiraa F-ko- 1*0 Do"
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street. Suite 300 1 Elizabeth City, North Carolina 27909
252.264.3901