19850177 Ver 2_CAMA Application_20170815

Coastal Management
ENVIRONMENTAL QUALITY
August 11, 2017
MEMORANDUM
TO:
OROY COOPER
Governor
/� (� f1N] MICHAEL S. REGAN
V� L5 Lul C/
Secretary
ASG 12017 BRAXTON C. DAMS
Director
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
FROM: Doug Huggett, Major Permits Coordinator
c/o Gregg Bodnar, Assistant Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: William Black, Jr.
Project Location: 132 & 136 Country Club Drive, Chowan County
Proposed Project: Place rock along an existing sheet piling wall and a cap of riprap over the
top of existing gabion jetties.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 09/01/17 to 400 Commerce Avenue, Morehead to 400 Commerce Avenue, Morehead Ci�,NC 28557 (fax: [phone])NC 28557 (fax: [phone]).
If you have any questions regarding the proposed project, please contact Yvonne Carver at (252)
264-3901. When appropriate, in-depth comments with supporting data are 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
Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
401 S. Griffin St., Ste 300 1 Elizabeth City, NC 27909
252-264-3901252-331-2951[fax]

CAMA Major Permit Narrative
Bill Black Property
132 Country Club Rd. Edenton, Chowan County, NC
The subject site is located along the Albemarle Sound on Country Club Road in Edenton,
Chowan County, NC. The property is owned by William Black Jr. The property includes a
residential home with a boat basin encapsulated by a sheet piling wall. There are three sections
of existing rip rap located along the shoreline. One the western boundary of the property, the
second in the center of the property following along the western sheet piling wall, and the third
at the eastern boundary of the property near the shoreline (see aerial view on the
accompanying CAMA plan). Within the boat basin are existing docks and boat/jet ski lifts. This
was permitted by CAMA Major 50-85, issued on 4/27/1985, and included channel and basin
dredging.
The primary purpose of this proposed work is to create permanent rock stabilization around the
existing boat basin. Currently, much of the submerged portion of the wall has deteriorated over
time. Because of this deterioration, the wall is in need to stabilization to ensure the basin is
sufficiently protected. Maintenance excavation of the existing basin has been permitted under
CAMA GP #67345, issued on 1/17/2017. There are also two existing gabion basket rock jetties
at the entrance to the basin. The existing sheet pile wall and gabion basket rock jetty system
are proposed to be left in place.
It is the intention of the applicant to use rock to provide permanent stabilization of the existing
basin and jetties. The proposed rock will extend out 12 ft from the existing sheet piling wall. A
cap of rip rap is proposed to be placed over the top of the existing gabion jetties. The new
proposed rip rap will tie into the existing riprap along the western wall of the basin and the
existing riprap at the eastern boundary of the property. Included on the site plan are a set of
typical jetty and breakwater construction cross-sections. The total length of rip rap, including
the area over the existing gabions is 310 linear ft.
On June 6, 2017, Quible performed a water depth survey of the boat basin and adjacent open
waters of the Sound. Water depths (relative to NWL) have been plotted on the CAMA plan. On
June 6 and June 26, 2017, SAV surveys were conducted to examine the substrate of shallow
waters in the project area and adjacent to the project area for the presence of SAV, and to
document the conditions that may relate to SAV habitat. The SAV survey was not conducted
until this time of the year in order to enter the peak growing season for SAV as required by
resource management agencies. Please see the accompanying SAV report which includes a
narrative, map and datasheets.
On June 7, 2017, an interagency scoping meeting was held at WARO to discuss the proposed
project. Representatives from NCDCM, NCDWR, USACE, NMFS and NCWRC were in
attendance along with the owner and Quible. At that time, our preliminary plan included a rock
protection area total width of 16 ft. Since then, we have been able to reduce the proposed
footprint to a width of 12 ft by limiting the height of the proposed rock, maintaining the same
stable rock slope. We believe that the 12 ft rock width will satisfactorily protect the existing
structure and basin.
'!k 1L 19 2037
"'C

0
DCM MP -1
APPLICATION for
ment Perm
Develo k-'"'
Mayor p
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name
MI
Last Name
William
Black Jr.
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
132 Country Club Road
Rubino
Edenton
NC
ZIP
Country
Phone No.
FAX No.
27932
USA
ext.
State
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Brian
D
Rubino
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
P.O. Drawer 870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 - 3300
ext.
ext.
FAX No.
Contractor #
252 261 1260
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Highway
Powells Point
NC
27966 -
Email
[e-mail]
<Form continues on back>
252-808-2808 . 1-888-4Rt;®AST .. www.r+ccoastalmanagement-net

Form DCM MP -1 (Page 2 of 4) ce Ivie APPLICATION for if
Major Development Permit
3. Project Location DNA an
County (can be multiple)
J
Street Address
State Rd. #
Chowan
132 and 136 Country Club Drive;
1129
Subdivision Name
City
State
Zip
(If many lot sizes, please attach additional page with a list)
Edenton
NC
27932-
7932-Phone
PhoneNo.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I 1 I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Albemarle Sound
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
Albemarle Sound
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.
Chowan County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
—420ft
+/-87,000
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
1.43 Acres, 0.57 Acres,
NWL (normal water level)
+6 ft ❑NHW or ®NWL
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
yard grass / landscaping shrubs and flowers
f. Man-made features and uses now on tract
Residential home, bulkhead, rip rap, docks
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential Homes with bulkheads, docks (wet slips and lifts)
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No NNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo [INA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
2552-808-2808 .. 1-:888-4RCOAST .. www.nccoastaimanagement.net

t1 Form DCM MP -1 (Page 3 of 4) APPLICATION for
Received Major Development Permit
lo 0 4, 11717
m. (1) Are there wetlands on the site? []Yes ®No
(ii) Are there coastal wetlands on the site? Mm []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.
Exisitng on site septic
o. Describe existing drinking water supply source.
Chowan County Public Water
p. Describe existing storm water management or treatment systems.
No SWMP; open water
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 primary purpose is to place rock along the outside of exsiting sheetpiling around an existing boat basin and to protect
and structurally enchance existing riprap jetties at the entrance to the boat basin. See attached narrative for full description of
proposed work.
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, excavator
d. List all development activities you propose.
Place riprap along the exsiting sheetpiling wall that encapsulates the exsiting boat basin and enchance the exisitng riprap
jetties at the entrance to the basin.
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? N/A ❑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.
None
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
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>
252-808-2808 .. 9»888-4RCOAST :. www.necoastaimanagement.net

Form DCM MP -1 (Page 4 of 4) APPLICATION for 0
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) — (0 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.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Kenneth W. Frazier Phone No.
Address 138 Country Club Rd. Edenton, NC 27932
Name Patricia Ashley Timberlake Phone No.
Address 130 Country Club Rd. Edenton, NC 27932
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major 50-85, 4/27/1985
CAMA GP 67345,01/17/2017
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 best of my knowledge.
Date Print Name 12>(",A n Ay,k g Assoc, �e-L,
Signature ?_;;a�rl_ -
Please indicate application attachments pertaining to your proposed project. ei§
®DCM MP -2 Excavation and Fill Information []DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development ',;Jkl; tl ; ;1117
❑DCM MP -4 Structures Information
DMEC
252 -SOS -2808 ., 1-8$8-4RCOAST .. 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.
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 d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[:]CW ❑SAV ❑SB
OWL []None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes []No [INA []Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
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:
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOAST :: www.necoastaimana-gement.net revised: 12/26/06
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
310
Width
12
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 d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[:]CW ❑SAV ❑SB
OWL []None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes []No [INA []Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
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:
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOAST :: www.necoastaimana-gement.net revised: 12/26/06

Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP -4 - Structures)
a. i ype ui snurenne staon¢anun: D. Lengtn:
❑Bulkhead ❑Riprap ❑Breakwater/Sill []Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
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.
e. ve
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? ®Yes ❑No DNA b. M Will fill material be Dlaced in coastal wetlands/marsh (CW)—
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water 5.166 cu Pf, other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(191 cuyds)
❑CW ®SAV 660 sa ft OSB
Dimensions of fill area 310 If x 12 ft
(m) OWL ❑None
(iv) Purpose of fill
(ii) Describe the purpose of the fill in these areas:
The placement of riprap is to protect the existing basin and
jetties
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)?
Stone will be large enough to maintain position of placement Barges and long reach excavator
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ❑No ®NA site? ❑Yes ❑No ®NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
8� f 120 W,,WA -, &-w-k ,Tr..
—'—
Date Applicant Name f` �n D , 6ioxo , 54A'
Go
%Il\ Cslack Pro.p�r# 2W� QA6%, Q AUoc-•IP-L.
Applicant Signature
Project Name NJ
252-808-2808:- 1-888-4RCOAST :: www.nccoastaimanaaement.net revised: 12/26/06

I
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: William Black, Jr.
2. LOCATION OF PROJECT SITE: 132 & 136 Country Club Drive, SR #1129, Edenton,
Chowan County; Yeopim Township; adjacent the Albemarle Sound.
Photo Index — 2006: 153-6735 (G-12)
Latitude: 360 0'40.95"N Longitude: 76033'28.96"W
3. INVESTIGATION TYPE: CAMA; D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 7/31/17
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete - 08/04/2017
Office - Elizabeth City
6. SITE DESCRIPTION:
✓1 IVVM....v
(A)
Local Land Use Plan — Chowan County
(A) Vegetated Wetlands
Land Classification From LUP - Residential
(B)
AEC(s) Involved: EW, PTA
(B) Shallow Bottom; EW, PTA
(C)
Water Dependent: Yes
(D)
(E)
Intended Use: Private
Wastewater Treatment:
Existing — Septic tank with drain field
Planned - N/A
(F)
Type of Structures:
Existing - Single-family residence & associated
infrastructure, pier, bulkhead, boat basin with docks
& boat/jet ski lifts, sheet piling walls, riprap, gabion
basket jetties
Planned — Extra riprap around sheet pile walls &
jetties
(G)
Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
[AREA]
nopnrFn FILLED OTHER
(C) Total Area Disturbed: 3,720 sf (.08 acres)
(D) Primary Nursery Area: No
(E) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to place rock along an existing sheet
piling wall and a cap of riprap over the top of existing gabion jetties.
✓1 IVVM....v
(A) Vegetated Wetlands
N/A
N/A
N/A
(B) Shallow Bottom; EW, PTA
3, 720 sf
AECs
(C) Total Area Disturbed: 3,720 sf (.08 acres)
(D) Primary Nursery Area: No
(E) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to place rock along an existing sheet
piling wall and a cap of riprap over the top of existing gabion jetties.

Field Investigation Report: William Black, Jr
Page 2
Project Settinq
The site of the proposed development is located within the Yeopim Township, at 132 and 136
Country Club Drive (SR # 1129), of Edenton, Chowan County, and is adjacent to the
Albemarle Sound. The property consists of a 2 -acre residential site with a single-family
residence and associated infrastructure, a pier, bulkhead, boat basin with docks and boat/jet
ski lifts, sheet piling walls, riprap, and gabion basket jetties. The property has an approximate
elevation of 6 feet above normal water level (NWL). The property is landscaped with
indigenous yard grasses, shrubs and flowers.
The property has approximately 420 linear feet of shoreline along the Albemarle Sound. Of
that total, approximately 150 linear feet of the shoreline in front of the residence consists of a
sandy beach area. The remaining shoreline is stabilized by a combination of rock/gabion
jetties, bulkheading, and sheet piling walls.
Previous CAMA permits issued for this location are noted as follows: Major Permit #50-85
was issued on 04/27/1985, modified on 10/24/1985, 05/30/1986 and 07/11/1989, and expired
on 12/31/1989. Projects authorized through the Major Permit included bulkheading,
excavation of the channel and basin, breakwaters, boat dock, boathouse, rock jetty, and
gabion jetties. General Permit #67345A was issued on 01/17/2017 for maintenance
excavation of the existing channel and basin area and expired 05/17/2017.
An interagency scoping meeting was held at the Washington Regional Office on June 7, 2017.
Representatives from the NCDCM, NCDWR, NCWRC, USACOE, and NMFS were in
attendance, as well as the applicant and Brian Rubino of Quible and Associates. The
preliminary plan had included a rock protection area with a total width of 16 feet. Since that
meeting, the footprint proposed has been reduced to 12 feet in width.
The adjacent riparian property to the north is a private residence with a pier, boathouse, riprap
and bulkheading. The adjacent riparian property to the south is a private residence with a
sandy beach shoreline.
The waters of the Albemarle Sound in this area are classified as SB and are closed to shellfish
taking. The near shore water depths range from -1.99' to -3.2' (in front of the residence) and
-2.42' to 5.53' inside the boat basin. An SAV survey was conducted on June 6, 2017 and
June 26, 2017. Three species of submerged aquatic vegetation (SAV) were encountered in
the project area, and were noted as Najas guadalupensis (Southern naiads), Vallisneria
Americana (wild celery) and trace amounts of Myriophyllum spicatum (Eurasian Watermilfoil).
A copy of the SAV Survey is included in the application package.

I
Field Investigation Report: William Black, Jr
Page 3
Development Proposal
The existing sheet pile wall has submerged portions that have deteriorated over time. The
applicant proposes to use rock to provide permanent stabilization around the existing boat
basin by placing rock in front of the existing wall. The rock will extend 12 feet out from the
wall. Also proposed is a cap of riprap to be placed over the top of the existing gabion jetties.
Proposed riprap will tie into the existing riprap along the western wall of the basin and the
existing riprap at the eastern property boundary. The total linear footage of riprap proposed
is 310 linear feet.
Anticipated Impacts
The proposed 310 linear feet of riprap, with a 12 -foot base, will result in the filling of
approximately 3,720 square feet of Public Trust Area (PTA) and Estuarine Waters (EW) Areas
of Environmental Concern (AECs). The amount of material to be placed in the water is
estimated to be 5,166 cubic feet, for a total of 191 cubic yards.
The amount of fill material that will be placed in SAVs is estimated at 660 square feet.
Temporary water turbidity will occur during construction.
Submitted by: Yvonne Carver
Date: 08/11/17

June 6 and June 26, 2017 SAV Survey
Bill Black Rock Work Project
s :'A U11
I. Introduction -E
The purpose of this report is for Quible & Associates, P.C. (Quible) to provide state and
federal regulatory agencies with a review of submerged aquatic vegetation (SAV) in
proximity to an area of proposed boat basin protection rock work at the Bill Black
Property in Edenton, Chowan County, North Carolina, on the Albemarle Sound.
The June 6 and June 26 SAV survey was conducted to examine the substrate of shallow
waters in the project area and adjacent to the project area for the presence of SAV, and
to document the conditions that may relate to SAV habitat. The SAV survey was not
conducted until this time of the year in order to enter the peak growing season for SAV
as required by resource management agencies.
Generally, low salinity SAV found in this area of the Albemarle Sound prefers low energy
shallow water areas where significant photic penetration through the water column to the
substrate persists. These species go dormant in the winter months as water
temperatures decrease and foliage dissipates.
II. Methodology
The accompanying base maps include 2016 aerial photography with the project area
identified with sampling stations. Also included is the CAMA Major Site Plan of the same
area. Water depth surveying was conducted throughout the Site using survey grade
GPS.
The June 6th SAV surveying was limited to a cursory analysis of SAV throughout the Site
on the day of water depth surveying, prior to our June 7t1 inter -agency scoping meeting
at WARO. The June 2611 SAV survey consisted of sampling for SAV at 30 pre-
established sampling stations using a 1 m x 1 m pvc quadrat. At each sampling station,
the area inside the quadrat was evaluated by diving and visual observation with snorkel
and mask. At each station, water depths, substrate types, and SAV identification was
performed. Duplicate samples were taken at each station to better understand the
overall mean cover of SAV. Where any live SAV was encountered, coverage estimates
were made based on percent cover standards'. In addition, species composition was
recorded.
III. Findings
The attached table summarizes coverage estimates at each sampling station. The
substrate type encountered was dominantly a fine to medium grained sand with surface
ripples. Three species of SAV were encountered in the areas evaluated. The species
encountered were Najas guadalupensis (Southern naaids), Vallisneria Americana (wild
celery) and trace amounts of Myriophyllum spicatum (Eurasian Watermilfoil).
Based on our findings, the west side boat basin outer perimeter contained no significant
SAV growth. There were only sparse sprigs of wild celery on this side, but none within
the proposed rock footprint. On the east side of the boat basin there were some areas
of SAV growth. General findings notes for the east side are as follows:
I A resource on hand during the investigation was percent cover standards (photographs) that
were taken from http://seagrasswatch.org/home.html

June 6 and June 26, 2017 SAV Survey
Bill Black Rock Work Project
■ There was only trace SAV within the nearest 8 ft of the concrete deck capped
vertical sheetpile
■ Wave action reverberation was observed on this side during the June 26th SAV
survey
■ Existing timber batter piles extend up to 5 ft out from the sheeting on this side
and the concrete cap is approximately 30 in wide here
■ The total rock width proposed is 12 ft; this has been reduced from the originally
proposed width of 16 ft. The only area of SAV growth that appears to constitute
significant SAV habitat is the area between 8 ft and 12 ft from the vertical
sheeting (4 ft wide zone)
■ SAV coverages in the SAV zone varied between 0 and 80 percent with an
average of about 30-40 %; this SAV zone is 660 sq.ft.
■ The footprint of the existing rock gabions on the east side of the entrance to the
basin is already 10-11 ft wide at the base; this only a 1-2 ft wide SAV zone in this
area
■ The area adjacent to the gabions is not negatively impacted by the reverberation
wave effect that the areas adjacent to the vertical sheeting are; observations
suggest that the rock areas absorb much of the wave energy that is noticeably
reflected by vertical sheeting without rock protection
Our findings were field confirmed by NC Division of Coastal Management, NC Division of
Marine Fisheries representative, Shane Staples, on July 6, 2017. During the meeting
with Mr. Staples, we discussed our SAV findings to date and confirmed all of the finding
notes reported above with use of snorkel and mask and steel rake.
IV. References
Bay Grass Identification Key, 2008, http://www.dnr.state.md.us/bay/SAV/key/, Maryland
Department of Natural Resources.
Caldwell, W.S., 2001, Hydrologic and Salinity Characteristics of Currituck Sound and
Selected Tributaries in North Carolina and Virginia, 1998-99, U.S. Geological
Survey, Water -Resources Investigations Report 01-4097, 36 p.
Currituck County, 2008, Digital Geotiff Color Aerial Photography.
Seagrass-Watch Percent Cover Standards, 2010, http://seagrasswatch.or.g.

U:\2U1/\1`1/UUb\Urawmgs\F'1/UUb—tCAZ)L—LNV.a Wq b/La/LUI/ IU:Z9 AM Imurpny
M4 mj
,.y .b_..
Y,., r.
NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS ° a "
a
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. r t
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE .---
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
,y� n
S29 �A, ,
8 y' 91 q�
" y m,
t
I S27 it
EX151TN6
5HtiEF!L IN&
WALL I, I
\ I. I
I: S25
SNE FLlN6
NALL �
SZ
EX15ITN6 G140IDN
S 3 r ASxET JETTn 5
1
.. _:.� =76 S S X 1 6 S 2 1
Y
S5 520 i
S9 S 55
Si0 X14 S19
t4i
PROJECT COPYRIGHT © 2017
QUIBLE & ASSOCIATES, P.C. SAV SAMPLING EXEIBTf
P17006 THIS DOCUMENT IS THE PROPERTY OF Quible SINCE 1959
QUIBLE &ASSOCIATES, P.C. ANY 132 COUNTRY CLUB DRIVE
DRAWN BY ALTERATION OF THIS DOCUMENT IS Q� A D
0TH/JTM IF THIS DOCUMENOTH ISTNOT SIGNED AND BILL BLACK PROPERTY w i associates, 1 .�•
SEALED BY A LICENSED PROFESSIONAL ENGINEERING * CONSULTING * PLANNING
CHECKED BY THEN THIS DOCUMENT SHALL BE EDENTON CHOWAN COUNTY ENVIRONMENTAL SCIENCES * SURVEYING
CONSIDERED PRELIMINARY, NOT A NORTH CAROLINA NC License#: C-0208
BDR CERTIFIED DOCUMENT AND SHALL NOT
BE USED FOR CONSTRUCTION, 0 40 80 PO Drawer 870, Kitty Hawk, NC 27949
DATE RECORDATION, SALES OR LAND Phone: [phone]
CONVEYANCES, UNLESS OTHERWISE Fax: [phone]
6/27/17 NOTED. GRAPHIC SCALE IN FEET 1"=40' E—Mail: administrator®quible.oam

Bill Black Property SAV Survey
June 26, 2017
Sample ID
Lat.
Long.
SAV Coverage Species
SIA
N036.01062070
W076.55778148
NS
SIB
N036.01062070
W076.55778148
NS
S2A
N036.01089002
W076.55769987
0%
S2B
N036.01089002
W076.55769987
0%
S3A
N036.01085033
W076.55824912
0%
S3B
N036.01085033
W076.55824912
0%
54A
N036.01079392
W076.55820090
0%
54B
N036.01079392
W076.55820090
0%
55A
N036.01073145
W076.55820719
15% Vallsineria americana
S5B
N036.01073145
W076.55820719
20% Vallsineria Americana,
Najas guadalupensis
S6A
N036.01075730
W076.55809847
0%
SO
N036.01075730
W076.55809847
0%
S7A
N036.01070128
W076.55812470
NS
S7B
N036.01070128
W076.55812470
NS
S8A
N036.01076025
W076.55798449
0%
S8B
N036.01076025
W076.55798449
0%
S9A
N036.01071121
W076.55802193
0%
S9B
N036.01071121
W076.55802193
0%
S10A
N036.01066329
W076.55806575
0%
S10B
N036.01066329
W076.55806575
0%
S11A
N036.01064681
W076.55798142
0%
S11B
N036.01064681
W076.55798142
0%
S12A
N036.01059743
W076.55795986
0% p
S12B
N036.01059743
W076.55795986
0%
S13A
N036.01061446
W076.55787542
0% r
S13B
N036.01061446
W076.55787542
0%
S14A
N036.01066653
W076.55782377
0%
S14B
N036.01066653
W076.55782377
0%
S15A
N036.01070714
W076.55788622
0%
S15B
N036.01070714
W076.55788622
0%
S16A
N036.01076824
W076.55783530
0%
S16B
N036.01076824
W076.55783530
0%
S17A
N036.01062070
W076.55778148
15% Najas guadalupensis
S17B
N036.01062070
W076.55778148
30% Vallsineria americana,
Najas guadalupensis
S18A
N036.01061366
W076.55769987
0%
S18B
N036.01061366
W076.55769987
0%
S19A
N036.01066614
W076.55773875
15% Vallsineria americana,
Najas guadalupensis
S19B
N036.01066614
W076.55773875
10% Najas guadalupensis
S20A
N036.01071619
W076.55770104
50% Najas guadalupensis
S20B
N036.01071619
W076.55770104
60% Najas guadalupensis
S21A
N036.01076025
W076.55775527
20% Najas guadalupensis
S21B
N036.01076025
W076.55775527
60% Najas guadalupensis
S22A
N036.01082664
W076.55771353
80% Najas guadalupensis

Bill Black Property SAV Survey
June 26, 2017
S22B
N036.01082664
W076.55771353
40%
Najas guadalupensis
S23A
N036.01087804
W076.55777598
50%
Najas guadalupensis
S23B
N036.01087804
W076.55777598
30%
Najas guadalupensis
S24A
N036.01093467
W076.55772843
50%
Najas guadalupensis
S24B
N036.01093467
W076.55772843
60%
Najas guadalupensis
S25A
N036.01098362
W076.55778082
15%
Najas guadalupensis
S25B
N036.01098362
W076.55778082
10%
Najas guadalupensis
526A
N036.01104233
W076.55772751
60%
Najas guadalupensis
S26B
N036.01104233
W076.55772751
50%
Najas guadalupensis
S27A
N036.01107154
W076.55779142
40%
Najas guadalupensis
S27B
N036.01107154
W076.55779142
40%
Najas guadalupensis
S28A
N036.01112463
W076.55774344
40%
Vallsineria americana,
Najas guadalupensis
5286
N036.01112463
W076.55774344
40%
Vallsineria americana,Najas guadalupensis
S29A
N036.01115208
W076.55780590
15%
Vallsineria americana
S29B
N036.01115208
W076.55780590
0%
S30A
N036.01111111
W076.55777778
0%
S30B
N036.01111111
W076.55777778
0%

MAJOR PERMIT FEE MATRIX
Applicant: William Black, Jr.
Selection
Development Type
Fee
DCM %
(14300 1601 435100093 1625 6253)
DWQ %
(24300 1602 435100095 2341)
I. Private, non-commercial
E]
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
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)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
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
related to water quality or
aquatic life:
III(D). If General Water
®
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) cannot
be applied:
IV. For development that
❑
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
no Inn Inn I P7
VOIV711-vi /

Q:\2017\P17006\Drawings\P17006-BASE-ENV.dwg 8/1/2017 3:27 PM Tmurphy
7a 8
o Z
v �
U1
m�
Q
I v
0
I 0
14 0m
00
a X
o
�m
v
Q
I
3'
I�
ti
I � 0
O
O >
z
c
«a
Cfl
.r.. a
PROJECT COPYRIGHT © 2017A DA �-�I
P17006 THIS DOCUMENT ASSOTHE TPROPERTY OF �j Quible SINCE 1959
QUIBLE & ASSOCIATES, P.C. ANY m
DRAWN BY ALTERATION OF THIS DOCUMENT IS BILL BLACK PROPERTY hri O rn A e D
JTM/0TH IF THIS DOCUMENT I SITNOT SIGNED AND 132 P COUNTRY CLUB ROAD F�4 w L�lssociates, e�•
SEALED BY A LICENSED PROFESSIONAL Z r—� ENGINEERING •CONSULTING ' PLANNING
CHECKED BY THEN THIS DOCUMENT SHALL BE EDENTON CHOWAN COUNTY ENVIRONMENTAL SCIENCES a SURVEYING
CONSIDERED PRELIMINARY, NOT A r� ry
BDR CERTIFIED DOCUMENT AND SHALL NOT NORTH CAROLINA r/ NC License#: C-0208
BE USED FOR CONSTRUCTION,w� > PO Drawer 870, Kitty Hawk, NC 27949
RECORDATION, ORDATION, SALES OR LAND 0 NTS NTS
�y Phone: [phone]
CONVEYANCES, UNLESS OTHERWISE C M Fax: [phone]
2/6/17 NOTED. GRAPHIC SCALE IN FEET 1" -NTS
E -Mail: administratorOquible.com

Q:\2017\P17006\Drawings\P17006-BASE-ENV.dwg 8/1/2017 3:46 PM Tmurphy
I 1
1">
Fs _
rPj �V
A
2 wll
Q
O
g
Xj
f—
I
N I il► _
O
� I
z
I f:f
In
N I
Dv >Wm w ( C
-u 0t x x x x
(nN X W A �n tNn WW
Dry xy ti a tL ��O
Zx N 2 k N
mND V XaN
v x w L n
NZO yQ1 41�2� 111
ti 1
a xj Xj XJ
X
X I
_ x x _
x
m ti�
9 -no � I w N z
>CDO + m momw"o 0 N
Dm I �� m mm�C0m
Lf)my I 0 CCNON
D f O r1zrT1 DN
70 r> -0m
W m m
�ml�, Rz ,v,1
A I r v
z� Ov vOnO
z i oc2z28-i
Oor
u �2_rnD 0 _Z' C-)
g Dm �Zo� v Z�
�u N�vvD� ZED
C) N�OJ�x_ n_<n
O D ox
/ 0V) r�A��� 0C.m
;0
rW m r -,>-<p
�� vlmvm
( �m cnrD�nrZ
Zx rrrIz nnzOo
yz vmDCD�
m� Z'
02 mn�=—O
zm rz�m�;
Cu �N. DOD
D: zoc)vm>
TAZ--rrc cRIP(MID 83) I m Z C A m z
mcg �mN,m
D0ZmmCa
C_
zDO�mN
_6 r—
N O n v 0
X z
PROJECT
COPYRIGHT ©2
QUIBLE &ASSOCIATESES, P.C.
LAMA PLAN110
P17006
*11
Quible SINCE 1959
132 COUNTRY CLUB DR
THIS DOCUMENT IS THE PROPERTY OF
QUIBLE &ASSOCIATES, P.C. ANY
THIS IS
O
DRAWN BY
ALTERATION OF DOCUMENT
PROHIBITED.
OZ
'L1J-1
& Associates, P.C.
0TH/JTM
IF THIS DOCUMENT IS NOT SIGNED AND
SEALED BY A LICENSED PROFESSIONAL
BILL BLACK PROPERTY
r
I --t
0j
F7 -i
ENGINEERING * CONSULTING * PLANNING
ENVIRONMENTAL SCIENCES * SURVEYING
EDENTON CHOWAN COUNTY
CHECKED BY
THEN THIS DOCUMENT SHALL BE
>
BDR
CONSIDERED PRELIMINARY, NOT A
CERTIFIED DOCUMENT AND SHALL NOT
BE USED FOR CONSTRUCTION,
RECORDATION, SALES OR LAND
NORTH CAROLINA
h-1
�J
NC License#: C-0208
PO Drawer 870, Kitty Hawk, 7 27949
Phone: [phone]
0 60 120
DATE
• -
Fax: [phone]
CONVEYANCES, UNLESS OTHERWISE
1/13/17
NOTED.
GRAPHIC SCALE IN FEET 1"=60'
E -Mail: administrator®qulble.com