20230933 Ver 1_CAMA Application_20230629

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Environmental
Quality
1. APPLICANT'S NAME: Rich Cowell
2. LOCATION OF PROJECT SITE: 588 Muddy Creek Rd Hertford, North Carolina 27944
Longitude:-76.28556 Latitude: 36.11836
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
1/20/2023
Site Visit
Yes
4/12/2023
meeting
Yes
5. PROCESSING PROCEDURE:
A lication Received
Application Com lete
Regional Office
6/20/2023
DCM - Elizabeth City Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: PERQUIMANS, Perquimans County
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Coastal Shoreline, Estuarine Shoreline, Public Trust Shoreline,
Coastal Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment:
Existing: Septic
Planned: N/A
(F) Type of Structures:
Existing: Res. bldg.(single family)
Planned: Piers (Ocean and Estuarine) and Docking Facilities, Pier \"T\" head,
Pier or dock, Shoreline Stabilization, Breakwater
(G) Estimated Annual Rate of Erosion: 1 foot per year
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED (ft2)
FILLED (ft2)
OTHER (ftZ
(A) Open Water
800
(B) CW's above NHW
C CW's below NHW
(D) Shallow Bottom
2850
E High Ground
(F) Non -Coastal WL
(E) Total Area Disturbed: 3650 ft2
(F) Primary Nursery Area: No
(G) Water Classification: SB: Primary Contact Recreation, Tidal Salt Water
Open to Shellfishing: No
Field Investigation Report: Rich Cowell
DCM Major Permit
Page 11

DON MP4
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Cowell Sill
Applicant 1: First Name
MI
Last Name
Richard
I
Cowell
Applicant 2: First Name
MI
Last Name
Janet
A
Cowell
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
588 Muddv Creek Rd
Hertford
NC
ZIP
Country
Phone No.
FAX No.
27944
USA
757-777-2619ext.
-
Street Address (if different from above)
City
State
ZIP
Email
richc357 mail.com
2. Agent/Contractor Information
Business Name
H&S Landscaping and
Gradin
Agent/ Contractor 1: First Name
Matthew
MI
Last Name
Hassell
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
103 Faith Dr.
PO Box
City
Hertford
State
NC
ZIP
27944
Phone No. 1
252=340-5363
ext.
Phone No. 2
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
matthewwhasse11638
mail.com
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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. #
Per uimons
588 Mudd Creek Rd
1320
Subdivision Name
City
State
Zip
Hertford
NC
279,44-9531
Phone No.
Lot No.(s) (if many, attach additional page with list)
757=777=2619 ext.
, , , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Per uimons
Per uimons 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
Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
jJYes ❑No
work falls within.
Per uimons Count
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
-Approx. 325 ft.
58000 s . ft.
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
31 RJNHW or ❑NWL
e. Vegetation on tract
Lawn grass in yard. Widgeon grass,
cattails, arrowhead,
& various others in wetlend strip.
f. Man-made features and uses now on tract
Sin le family home
g. Identify and describe the existing land uses adjacent to the proposed
project site.
Sin le family homes
h. How does local government zone the tract?
i.
Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
Residential
EfYes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes 0No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ❑No ONA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes VNo ❑NA
National Register listed or eligible property?
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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? 9yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes RfNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
-Septic s stem
o. Describe existing drinking water supply source.
County waters stem
p. Describe existing storm water management or treatment systems.
None
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.
To restore wetland strip along waterline and prevent additional erosion.
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.
Excavator on construction mats.
Excavator and mats on site until project completion
d. List all development activities you propose.
Install rock sill along approx. 325' of shoreline property.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work
f. What is the approximate total disturbed land area resulting from the proposed project? RfSq.Ft or ❑Acres
300
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ONo ❑NA
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 9NA
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.
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any 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 DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Alice Redding Phone No.
Address 914A Riverside Avenue Elizabeth City, NC 27909 252-2674147
Name Christopher Martino Phone No.
Address 596 Muddy Creek Rd Hertford, NC 27944 252-989-0174
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.
Pier permit #86788 Rich Cowell 12/14/22
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 01 /25/23 Print Name Rich Cowell
Signature
Rick cowtCG
Please indicate application attachments pertaining to your proposed project.
YrDCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
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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.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization)
Length
325'
Width
10,
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION V 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:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL YJJThis section not applicable
a. Location of disposal area. b. Dimensions 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. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(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?
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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 Tvna of chnralina ctahi1i7atinn- h I -.nnth• 325'
❑Bulkhead RfRiprap ❑Breakwater/Sill ❑Other: Width: 10'
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
15' 20'
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Riprap months?
dYes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
From 4' to 20' Due to wave action
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap 1400 Riprap
Breakwater/Sill Other
i. Source of fill material.
Upland source
4. OTHER FILL ACTIVITIES El This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? OYes ❑No DNA b. (i) Will fill material be placed 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 1400 yds other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area 325' x 10' ❑CW ❑SAV ❑SB
(iv) Purpose of fill OWL PfNone
Create rock sill (ii) 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)?
Placed in yard. No erosion. Excavator on construction mats
C. (i) Will navigational ids be required as a result of the project?
❑Yes ❑No 17INA
(ii) If yes, explain what type and how they will be implemented.
Date
01 /15/2023
Project Name
Cowell Sill
d. (i) Will wetl nds be crossed in transporting equipment to project
site? MYes ❑No DNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Construction mats will be used in a 10'x30'
area to reach the water
Applicant Name
Richard I Cowell
Applicar S es rignature r
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Form DCM MP-4
STRUCTURES
(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 FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 140'
(iv) Width 5'
(v) Floating [-]Yes ENo
e. (i) Are Platforms included? OYes ❑No
If yes:
(ii) Number 1
(iii) Length 10'
(iv) Width 10'
(v) Floating ❑Yes 1ANo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
N/A
(ii) Number of slips existing
N/A
Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
F❑(Open water; no dredging required
R Other; please describe:
Across approx. 20' wetland
k• Typical boat length:
m. (i) Will the facility have tie pilings?
❑Yes VNo
(ii) If yes number of tie pilings?
El This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ONo
d. (i) Are Finger Piers included? ❑Yes ONo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ❑Yes 9No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
N/A
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
I. (i) Will the facilit be open to the general public?
❑Yes VNo
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Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS OThis 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: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
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.
i. 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?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
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Form DCM MP-4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes VfNo
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes WfNo
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.
Vcw 150 L(sAv 20 ❑SB
❑WL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes VNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) 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.) LyJThis section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) 0This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS gThis section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
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Form DCM MP-4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
150' 350'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1.6 miles
e. (i) Will navigational aids be required as a result of the project?
❑Yes [:]No ONA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
<2'
8. OTHER This section not applicable
a. Give complete description:
01 /30/2023
Date
Cowell Rock Sill
Project Name
Rich Cowell
Apppl''iccAant Name
F� �.t
Applicant Signature
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Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1065
DCM Major Permit
06-20-2023
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Individual
Mr.
Rich Cowell
[e-mail]
[phone]
(757) 777-
2619
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
588 Muddy Creek
Rd
Hertford
NC
27944
588 Muddy Creek Rd
Hertford
NC
27944
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Business/Company
North Carolina
Coastal Federation
North Carolina
Coastal
Federation
[e-mail]
(252) 473- 1607
ext 301
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
588 Muddy Creek Rd
Hertford
NC
27944
588 Muddy Creek Rd
Hertford
NC
27944
Project Information
Project Name
Project Type
Disturbed Land Area (Scl Ft/Acres)
Cowell Rock Sill
Private/Community
225 Sq. Ft. / 0 Acres
Is proposed project located in national registered historic district or national register listed/eligible: False
List of previous state or federal permits for work on project tract: Pier #86788 12/14/22
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
588 Muddy Creek Rd
Hertford, North Carolina
27944
Perquimans
Pasquotank
8807-12-6867.000
36.11836
-76.28556
Project Discharges to State Waters
Discharge Type
Surface
Runoff
Sanitary
Wastewater
Industry/Commercial
Effluent
Vessel
Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
True
False
False
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
Single tamily home
Existing Land Uses:
Single family home
Existing Wastewater Treatment/Disposal:
Septic systerr
Solid Waste/Fish Offal/Trash Disposal:
County dumpsters
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
Protect, preserve and restore wetland area and property
There are proposed 4 granite sills, with varying lengths 70'x10'x3' / 65'x10'x 3' / 75'x10'x3' / 75'x10'x3'
The pier and platform proposed - pier is 140' x 5', and platform is 10'x10'

Source of Erosion Amount Information
Aerial photography Google earth
Living Shoreline Development Activity Included: True
Living Shoreline
Stabilization Type
"Other' Stabilization (Describe)
Type of Material
"Other' Material (Describe)
Living Shoreline
Granite
Sheetpile Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Marl Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Granite Dimensions
290
10
26
42
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Oyster Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
Concrete Dimensions
Length
Width
Avg Distance Waterward of NHW/NWL
Max Distance Waterward of NHW/NWL
"Other" Dimensions
Has there been erosion in the preceding 12 months
Amt of Erosion (Ft / Past 12 Months)
Source of Erosion Amt Information
True
1
wind driven wave energy
Sq Ft of Fill to be Placed Below Water Level
Fill Not Associated with Construction
Type of
Fill Material
False
"Other" Fill Material (Describe)
Source of Fill Material
How Will Fill Material be Kept on Site & Erosion Controlled
Will Wetlands be Crossed
Transporting Equipment to Project Site
False
Explain Steps That Will be Taken to Avoid or Minimize Environmental Impact
Piers & Docking Facilities Development Activity Included: True
Docking Facilities Details
Facility Use
# of Tie Pilings
Existing Slips
New Slips
Private/Community
0
0
0
Piers & Docking Facility Structures
Structure Type
Length
Width
Quantity
Fixed Piers
140
5
1
Fixed Platforms
10
10
1
Freestanding Moorings & Buoys Associated With This Docking Facility
Structures Consistent With Water Use Plan Existing Freestanding Moorings & Buoys Slips New Freestanding Moorings & Buoys Slips
False
Buoy Details:
Moorings & Buoys Details
Mooring or Buoy Distance From Shoreline I Arc of Swing Water Depth
Excavation Development Activity Included: False
Bridges & Culverts Development Activity Included: False

Aquaculture Development Activity Included: False
Submerged Lands Mining Development Activity Included: False
General Development Activity Details Required
General Development Activity Questions
These questions are applicable if 1 of the following development activities are included in the project
(Boat Ramps, Freestanding Moorings, Buoys & Bird Nesting Poles, Piers & Docking Facilities, Temporary Structures, Living Shorelines,
Shoreline Stabilization Submerged Lands Mining)
Boat Type(s)
Typical Boat Length
Other Boat Type (Describe)
Other
12
Kayak
Adj Riparian Property Line #1 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #2 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #3 (Proximity of
Structure Nearest to Property Line)
80
140
Width of Water Body
Water Depth @ Waterward End of
Structure (NLW or NWL)
Water Depth @ Most Landward
Boat Slip (NLW or NWL)
Water Depth @ Most Waterward
Boat Slip (NLW or NWL)
10761
2
2
2
Navigational
Aids Required
Number of
Buoys
Number of Day
Markers
Min Distance of Each Aid Placed
Beyond Shoreline
Max Distance of Each Aid Placed
Beyond Shoreline
False
Marina Development Activity Details Required

DATE: 12/17/2022
NAME: Rich Cowell
ADDRESS: 588 Muddy Creek Rd
CITY: Hertford _ ST NC Zip 27944
RE: Cowell Rock Sill
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that Rich Cowell _ is applying for
a CAMA Major permitto Create a rock sill along my prope
to restore and protect both the wetland and my property
on property located at 588 M
which is adjacent to your property. _ - _. . If you have no
objections to the proposed activity, please mark the appropriate statement below and return to:
Rich
as soon as possible.
, it will be considered that you have no comments regarding this
At�3stLi`.�f4VJNEli1Y.Ai[ilif[1#iV4\iG4F
project. If you have objections or comments, please mark the appropriate statement below and send your correspondence to the NC
Division of Coastal Management at 401 S. Griffin St., Ste 300., Elizabeth Cit ', NC 27909. If you have questions about the project,
please do not hesitate to contact meat 757-777-2619 u ��} or the Division of Coastal Management at 252-
264-3901.
Sincerely,
kick Cd-�
LZ I have no objection to the project as described.
I have ob*tion(s) to the project as described.
WAIVER SECTION
1 understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of
15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank
below.)
I do wish to waive the 15' setback requirement. _
Ce e i
Print Name nature of Adjacent Property Owner
R198 klye6*,'d e �}�e��� L-lb`z�,b�
Mailing Address and/or Email Address a ! C A' q v 9
al re c�c j,n Q� Ra) • Cprn
I do not wish to waive the 15' setback requirement.
is - /�) - ';�z
Date
�Sa- a(a7
Phone Number

DATE: ( D b 3
NAME: f � JS � �J-i in ' F OA
ADDRESS: 121 L) b b G � 615 f C kb .
CITY: /-ILl-rr-I A 1) ST d '-ZIP 4
RE: &C' JF� eUL R 0 CIZ jW- { t T Am)
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that )0/G4 / .�/�i�� /'` 6d tOal• is applying for
a CAMA Major permit to
on property located at s <
t7
' (1a I.,
which is adjacent to your property. A copy of the application and project drawing(s) is enclosed for your review. If you have no
objections to the proposed activity, please mark the appropriate statement below and return to:
as soon as possible.
If no comments are received within 30 days of receipt of this notice, it will be considered that you have no comments regarding this
project. If you have objections or comments, please mark the appropriate statement below and send your correspondence to the NC
Division of Coastal Management at 401 S. Griffin St., Ste 300 , Elizabeth City, NC 27909. If you have questions about the project,
please do not hesitate to contact me at %Z7- J 7:X 4 in f} or the Division of Coastal Management at 252-
264-3901.
Sincerely,
INSE
I have no objection to the project as described. I have objection(s) to the project as described.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of
15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank
below.)
i I do wish to waive the 15' setback requirement. I do not wish to waive the 15' setback requirement.
Print Name Signature of Adj ent Property Ow r ate
Mailing Address and/or Email Address Phone Number

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
EMAIL MEMORANDUM
TO: The Daily Advance
Patricia Wilkins
pwilkins .apgenc.com
NORTH CAROLINA
Environmental Quality
FROM: Cynthia Rountree, Field Representative
DATE: June 30, 2023
SUBJECT: Public Notice — [Rich Cowell]
Please publish the attached Notice in the Thursday, July 6, 2023 , issue of The
Perquimans Weekly. Please note that this is for a one -day publication only.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. Please send the affidavit, an original copy
of the published notice, and an original invoice to Amanda Cannon, via email at:
amanda.can non(a-ncdenr.gov, with a copy to me at: cynthia.rountree(a_deg.nc.gov
Please contact Amanda at 252-515-5406 in regard to payment for the invoice.
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone].
Attachment
cc: Curt Weychert, Asst. Major Permits Coordinator, DCM, curt.weychert(a-deg.nc.gov
Christy Simmons, PIO, DCM, christy.simmons(a_deg.nc.gov
Ellie Davis, Accounts Payable, DCM, ellie.davis(@deg.nc.gov
File
E Q 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
NORTH CAROLINA -
uepsnm nt of �Wmnmnw o��\ 252.264.3901

8. PROJECT SUMMARY:
The applicant proposes to construct four granite sills measuring length wise two at 75 foot, 65
foot, and 70 foot by 10 foot wide along with a 140 foot by 5 foot pier with a 10 foot by 10
foot platform
9. NARRATIVE DESCRIPTION:
The site of the proposed development is located at 588 Muddy Creek Road in Perquimans
County and consist of 1.36 acres adjacent to the Perquimans River. The shoreline along the
property has a mix of coastal and non -coastal wetlands along its entirety. The property to the
northwest is a residential lot while the property to the southeast is a vacant lot with no
development.
Vegetation on the site includes, but is not limited to, indigenous yard grass, cattails (Typha
spp.), arrow arum (Peltandra virginica), and other noncoastal wetland plant species. Soil Types
include Chowan Silt Loam (CO). The property has an elevation of approximately 4 feet above
normal water level (NWL) at its highest point then goes down to water level along the
shoreline.
The shoreline is 336 feet in length with no hardened structures. The water classification for
this area is Primary Contact Recreation, Tidal Salt Water (SB) and is closed to shellfishing.
The water depths within the project area range from 6 inches to 2.2 feet and average 1.38 feet.
There is Submerged Aquatic Vegetation (SAV) present in the proposed project area and a
survey had been conducted by James Harrison on March 23rd where it was indicated the sills
could be placed waterward of the SAV beds.
10. PROJECT DESCRIPTION:
The applicant proposes to construct 4 granite offshore sills. Two of the sills will be 75 feet in
length with a width of 10 feet and a height of 3 feet both of which will be located on the
northern most side of the property. There will also be a 65 foot by 10 foot by 3 foot sill to the
south of the two 75 foot sills and then a 70 foot by 10 foot by 3 foot sill around the bend on the
southern most tip of the property. All four sills will not exceed 1 foot above normal water
level and be marked with reflective tape every 50 feet. Due to the scalloped nature of the
shoreline, the sills will range 10 feet out from the edge of the wetland vegetation to 41 feet out
from the wetland vegetation. The applicant also proposes to construct a 140 foot by 5 foot pier
about midway of the property with a 10 foot by 10 foot "T" end platform. Water depths at the
terminus of the pier are 2.2 feet.
11. ANTICIPATED IMPACTS:
The proposed development will result in:
- the filling of 2,850 square feet of Estuarine Waters and Public Trust Area
- the shading of approximately 800 square feet of Estuarine Waters and Public Trust Area
Temporary turbidity will possibly occur during construction.
Field Investigation Report: Rich Cowell
DCM Major Permit
Page 13

ea \
05
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183.11'
SAS
NO.
BEARING
DISTANCE
Ll
500'55'10"W
33.42'
L2
N44.30'14"1Y
21.22'
L3
N30'33'59"W
15.57'
L4
N47V1'IB'E
44.54'
L5
N46'37'56"W
15.16'
L6
N01'47'11"W
16.37'
L7
N09.33'27"W
19.98'
LO
N06'09'43'E
26.53'
L9
N04'03'01'E
17.97'
LID
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21.41'
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29.15'
L12
N45'DB'30"E
21.97'
L13
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16.03'
L14
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12.98'
L15
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Ll6
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13.36'
L17
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23.71'
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22.53'
PERQUIMANS
'44" W
AREA OF WETLANDS =
1,274 SO. FT.
zo
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L22 NI
L23 N•
L24 N-
L25 N,
L26 N'
L27 SS
L28 N;
L29 N:
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2­125, 8
4 OF WETLANDS =
775 SO. FT.
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ar
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PARCEL 4B
Redding Property
262.44'
s �7
MUDDY CREEK ROAD
60' R/W
WETLANDS AS DELINEATED BY ARMY CORPS OF ENGINEERS
TOTAL AREA OF WETLANDS = 20,222 SQ. FT. (0.46 AC.)
1 loch 50 ft.
GRAPHIC SCALE
DATE REVISION INITIAL
' pu
C.
6 20 2023-by MBK GLORIA J. ROGERS, P.L.S. :'off FES
215 B STREET
CAMDEN, N.C. 27921 Cowell Rock Sill Project
[phone] PHONE 588 Muddy Creek Road a
[phone] CELL Hertford,NC 27944 cep
ST
5-15-202 ''Rf�.•
H� �l

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an AEC as
designated under the CAMA was received on June 26, 2023. Rich Cowell, proposes to
The applicant proposes to construct four granite sills measuring length wise two at 75
foot, 65 foot, and 70 foot by 10 foot wide along with a 140 foot by 5 foot pier with a 10 foot
by 10 foot platform, located at 588 Muddy Creek Road, Perquimans County.
A copy of the entire application may be reviewed at the office of the Division of
Coastal Management, located at 401 S Griffin St, Ste 300, Elizabeth City and reached by
phone at [phone] during normal business hours. Comments mailed to Braxton
Davis, Director, DCM, 400 Commerce Avenue, Morehead City, NC 28557, prior to July
26, 2023, will be considered in making the permit decision. Later comments will be
considered up to the time of permit decision. Project modification may occur based on
review & comment by the public, state & federal agencies. Notice of the permit decision
in this matter will be provided upon written request.
PLEASE PUBLISH ON: July 6, 2023

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This document presented and filed.
02/19/2014 03:29:51 PM
JACQUELINE S. FRIERSON, PERQUIMANS CO, NC
Excise Tax: $118.00
eoox 424 >acEn 415I■6 (3)
.. 1II�I�IIIIIIAIII.I
PER(�U1�1r1NS COUNTY
AND IRANSI ER TAX
A�IOI \T $ "5qo .00 be
PA [ D , 5W oo i?
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax:
Parcel Identifier No. 4-D075-004A-WC Verified by County on the day of , 20
By: - —
MaiUBox to: _ Trimpi 8 Nash, LLP 200 N. Water St. Ste 2A Elizabeth City, NC 27909
This instrument was prepared by: H. T. Mullen, Jr.,Attorney at Law, 101 East Elizabeth Street, Elizabeth City, NC 27909
Brief description for the
THIS DEED made this 27th day of January , 20 14, by and between
GRANTOR � GRANTEE
Harvard Management, LLC, a
North Carolina Limited Liability
Richard L.
The designation Grantor aad Grantee as used herein shall include said parties, Their heirs, successors, and assigns, and shall inchide
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledgedhas
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the City of 9 New Hope Township, Perquimans County, North Carolina and
more particularly described as follows:
**See attached Exhibit A.**
All of the property herein conveyed does NOT include the primary residence of the Grantor.
This instrument prepared by: H.T. Mullen, Jr., a licensed North Carolina attorney. Delinquent taxes, if any, to be paid by the closing
attorney to the County Tax Collector upon disbursement of closing proceeds.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 356 page 810
A map showing the above described property is recorded in Plat Book page
NC Bar Association Form No. Ira 4 1976, Revised ©1977, 2002
Printed by Agreement with the NC Bar Association - 1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

BK 424 PG 457
DOC#407127
EXHIBIT "A"
Beginning on the Southwestern right -of --way of State Road 1321, otherwise known as
Muddy Creek Road, at a point 155.42 feet as measured in a southeasterly direction along
said right -of --way from the point where State Road 1321 intersects with the boundary
between Lot 3 and Lot 4 of the William A. Chappell Subdivision as recorded in Plat
Cabinet 1, Slide 28 of the Perquimans County Register of Deeds Offices thence, South
320 30' 00" East 183.11 feet along the right -of --way of State Road 1321 to a point; thence,
South 460 06' 27" West 299.47 feet to a point; thence, South 780 52' 50" West 60.92 feet
to a point; thence, North 440 45' 09" West 20.04 feet to a point; thence, North 33' 13' 38"
East 41 feet to a point; thence, North 3° 32' 44" East 105.90 feet to a point; thence, North
530 32' 34" East 59.96 feet to a point; thence, North 270 04' 44" West 87.16 feet to a
point; thence South 57' 30' West 197.85 feet to the point of beginning.
This property being more particularly described and delineated as 1.30 acres on that
certain plat prepared by S. Elmo Williams, dated August 3, 1998, entitled in part "W.H.
Meads Heirs", recorded in Plat Cabinet 2, Slide 77, Map 5, Perquimans County Registry.

BK 424 PG 458 DOC#407127
TO HOM the aforesaid lot or Parcel ofland ind all 11
11 • • 1 1 11 • •' 1 1 yll • • 11.' lll�
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t;t�111 1 1 • • 1 1 /. u 1 - 1 11 : / • �1 • u - • 11 t1 1/�• 1 - 1 • 1 1 1 1 11 11 11
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Harvard Management, LLC
(Entity Name)
Title:
Title:
(SEAL)
(sEAL)
(sEAL)
(SEAL)
/: • / 1 • 1 1 11 1 I . •
the undersign- • NotaryPublicof the County and State aforesaid,, 1 11.
personally appeared before me this day and
acknowledged the due execution 1 the foregolmg instrument for the purposes . • 11 - - 1 expressed. Witness .+. 11 hand 1 1 1 Notarial
sbunp or seal this aday '
14
My COmn71SS10II Expires:
Notary Public
State of North Carolina -County of
Y. t / 11 / l l / / Y. • 1 1 11 -
Management,Harvard Managing
NorthCarolina M
XXXXXXXXi 1R,.'. !!1 11: &11111 e1 . • /al . 1 t.'1 .l-:. ••CI d.1: t il: 1. l...0 l :1. ........1. . .cl''.r I,i•,, ., ,. :,.' e.\1:., ,,•
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11 1 11 . 11 4 1JEFFIN: 1 1 / 1 1 / 1 1- •J 1.�1 II - 1 •/ 1• 1 t 111 1 1 A l 11 / 1 /.• 1- I 1: :II 1
2014*
1
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My kji
State ,North1 I I: Coiunty of All IN'I
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11, u 1 .1 JI i1 / Y. t 1 11 �. Tlli�t..l')-.1• "- ) ^It 11
11 /i 1 1 1 1/ 1 Y. 111/ • 4 1• 1
My Corrnnission Expires:
Notary Public
The foregoing Certificates) of
is/are certified to be correct. This in.�urrnt gn�t�k1;Q cr,Iti�ir•a,,c��>rr_cb�7,. •��•.•�-`�a _..L- �,,I; �� - -- ---
/ 1 11. 11 I _ 1 �•
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:11.1
- - - - - - �.f Jn�_y •�Ir l�Illj i11 �111 /'.}:11'1.11�11��•:!!;?� :• ���
COUIIty
Deputy/Assistant -Register of Deeds
NC Bar Association Form No. L-3 ©1976, Revised ©1977, 2002
Fruited by Agreement with the NC Bar Association —1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

Buildings/Facilities/Units/Structures:
Rock sill and pier - There are proposed 4 granite sills, with varying lengths 70'x10'x3' / 65'x10'x 3' / 75'x10'x3' / 75'x10'x3'
The pier and platform proposed - pier is 140' x 5', and platform is 10'x10'
Use & Daily Operations:
Personal use
Construction Methodology & Equipment:
Install rock sill using excavator, construction matts and rock
Development Activities Narrative Specifics:
There are proposed 4 granite sills, with varying lengths 70'x10'x3' / 65'x10'x 3' / 75'x10'x3' / 75'x10'x3'
The pier and platform proposed - pier is 140' x 5', and platform is 10'x10'
Application Narrative:
Project Narrative
Project: Cowell Rock Sill
Applicants: Rich and Janet Cowell
Location: 588 Muddy Creek Road Hertford, NC 27944
Landowners Rich and Janet Cowell are applying to install 290 linear feet of rock
sill that will protect the shoreline and restore lost marsh habitat along
approximately 325 feet of the property.
This is a 1-% acre property with a single family home, located on the Perquimans
River. Approximately 25 percent of the property consists of a wetland fringe.
Roughly 13,800 square feet of wetlands were delineated on the property according
to the Army Corps of Engineers wetland delineation conducted by Gloria Rogers.
In the past six years, since owning this property, we have seen at least 1 foot
per year of erosion... resulting in the loss of nearly 2,000 square feet of
wetland fringe. The rate of erosion appears to be increasing.
In considering our shoreline erosion and protection options, we were drawn to
the idea of creating a living shoreline. We feel that this project will help in
3 ways.
* First, it will protect the existing wetland fringe from further destruction.
* Second, it will allow us to re-establish lost wetland fringe by creating
conditions for the re-establishment of freshwater wetlands.
* Third, it will keep the property which is not a wetland from eroding further.
Pier proposed is 140' length x 5 ft wide with a 10' x 10' platform at the end
for a total of 150 feet

The sill will be built by a local marine contractor to the following
specifications:
1. the sill will be built in four sections measuring 65 -75 feet with a minimum
of a 5-10 foot gap between the sections. A total of approximately 290' of
sill will be installed. Sill from south to north 70'x10x3 / 65x10x3 /
75x10x3 / 75x10x3 feet
2. there are 4 sills proposed with sill dimensions will be 10 feet on base and
roughly 3 feet in height, not extending more than 1 foot above NWL
post -construction. NWL in the location of the sill is 1.8-2 feet deep.
3. the sill will be constructed from roughly 360 tonnes of Class 2 granite
rock. The rock measures roughly 12-24 inches in diameter and smaller, 9-12
inch rock, will be used to fill in the void spaces.
4. the sill will be placed 10-42 feet off shore, going offshore to avoid
impacts near a small patch of SAV (widgeon grass). On average, the sill will
be 10/20 feet off shore.
5. three inch PVC pipe, marked with reflective tape, will be placed every 50
feet along the shoreline. The pipe will extend 3 feet above the sill and
will be driven into the ground at least 4 feet. This will mark the sill for
navigation purposes.
6. All steps possible have been taken to avoid and minimize impacts to existing
patches of SAV (widegon grass). For example: the sill alignment has been
pushed out offshore where small patches of SAV exist on the west side of the
wetland. Similarly, breaks in the sill are planned where a small 4 foot by 8
foot patch of SAV exists, near the "point" of the property.
7. We propose to work with the NC Coastal Federation and their suggested native
plant supplier to replant and restore the lost native freshwater marsh.
Plants such as cardinal flower (Lobelia cardinalis), duck potato (Sagittaria
latifolia), pickerelweed (Pontederia cordata), rose mallow (Hibiscus
moscheutos) and other similar native wetland plant species will be used in
the shoreline restoration effort.
CAMA representative Cynthia Rountree has visited several times. She verbally
shared that she agrees a sill will protect and restore the area. Cynthia
assisted in surveying the small patches of SAV along the shoreline on several
site visits, with the most recent one in 2022. She found three patches. One,
measuring 48 feet is near the "point" of the property. A break in the proposed
sill is designed to avoid this patch. Two other small patches of SAV were found
30 feet from NWL. The sill alignment has been brought in, only 10-20 feet from
shore, where these small patches exist. We should remain approximately 10 feet
from the patches with this proposed alignment.
Marine Fisheries, James Harrision, Fisheries Resource Specialist met on site
with NCCF to determine patches of SAV ( widgeon grass ) and best management
practices for the SAV and erosion control.

Contractor Matthew Hassell proposes to stockpile the rock and fill material on
our property, well outside the 75 foot AEC. Please see attached site plan for
the approximate location of the on -site stockpile. Hassell will use an excavator
to access the shoreline and place the rock along the edge, in the proposed
alignment. Where crossing marsh habitat, he will use a temporary marsh mat to
minimize impacts to existing vegetation. The excavator will remain on site for
the duration of the construction, near the stockpile location when not in use.
On a personal note, we have owned the property for about 6 years. When we first
got here, Phragmites reeds covered the property from well out into the water, to
about 10 feet up in the yard. There was no other vegetation. The reeds were
thick and the water was not visible. It took me over 2 years to eradicate them.
As I did so, other plants started to show up. Cattails, different types of
arrowhead plants, occasional hibiscus, and many others which I do not know the
names of. We now get different plants with flowers all during summer. Different
birds and butterflies all spring and summer. Frogs and newts which I had not
seen previously. A couple of mudsnakes. So, we have a personal interest in
replenishing and maintaining this area.
We look forward to seeing this project come to fruition and doing our part to be
good stewards of this property.
The project proponent hereby certifies that all information contained herein is
true, accurate, and complete to the best of my knowledge and belief.
The project proponent hereby requests that the certifying authority review and
take action on this CWA 401 certification request within the applicable
reasonable period of time.
Boat Ramp Development Activity Included: False
Shoreline Stabilization Development Activity Included: True
Has There Been Erosion in the Preceding 12 Months Amount of Erosion (Feet Within the Past 12 Months)
True 1 4

Oceanfront Erosion Control Development Activity Included: False
Temporary Structures Development Activity Included: False
Utility Crossings Development Activity Included: False
Freestanding Moorings, Buoys & Bird Nesting Poles Development Activity Included: False
Log Removal/Marine Debris Development Activity Included: Yes/No
Navigational Aids Development Activity Included: False
Other Fill Below Water Level Development Activity Included: False
Stormwater Structures Development Activity Included: False
"Upland Development" Development Activity Included: True
Upland Development Details
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
#Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
0
180
False
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
0.00
0.00
False
Energy Facilities Development Activity Included: False

SIGN UP SHEET
INTERAGENCY/SLOPING MEETING
Scoping Meeting - Rock Sill - 588 Muddy Creek Rd Hertford NC- Perquimans Co
Purpose of this meeting is to discuss a proposed project and provide environmental permitting and regulatory information
which will improve communications and the permitting processes.
March 9, 2023 at 11 am
TEAMS
Name
Agency
Phone
Email
Rick Cowell
Owner
[e-mail]
Erin Fleckenstein
Coastal Federation
[e-mail]
Margaux Kerr
Coastal Federation
[e-mail]
Cynthia Rountree
DCM
252-264-3901
[e-mail]
Curt Weychert
DMF
252-515-5413
[e-mail]
Jimmy Harrison
Marine Fisheries -
Habitat
948-948-3835
[e-mail]
Maria Dunn
NCWRC
252-948-3916
[e-mail]
Robert Tankard
Water Resources
252-948-3921
[e-mail]
Allen Stewart
Water Resources
252-948-3966
[e-mail]
Paul Nyarko
Water Resources
252-948-3845
[e-mail]
Lyn Hardison
NCDEQ
252-948-3842
[e-mail]
This document can be used as proof the 30-day pre -filing meeting requirement for 401 has been satisfied.
https://deq. nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-permitting/application-
forms-help-documents
NCDEQ WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALLWASHINGTON, NC 27889 252-946-6481, FAX [phone]
1 of 2

SIGN UP SHEET
INTERAGENCY/SCOPING MEETING
Name
Invited
Response
Hardison, Lyn
Meeting Organizer
None
Cynthia Rountree
Required Attendee
None
Renaldi, Ronald
Required Attendee
Accepted
Dunn, Maria T.
Required Attendee
None
Harrison, James A
Required Attendee
None
Stewart, Glenn A
Required Attendee
Accepted
Tankard, Robert
Required Attendee
Tentative
Nyarko, Paul
Required Attendee
Accepted
Rich C
Required Attendee
Accepted
Weychert, Curtis R
Required Attendee
None
Raleigh W SAW Bland
Required Attendee
None
[e-mail]
Optional Attendee
Accepted
Erin Fleckenstein
Optional Attendee
Accepted
NCDEQ WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALLWASHINGTON, NC 27889 252-946-6481, FAX [phone]
2 of 2

From:
Bland, Raleigh W CIV USARMY CESAW (USA)
To:
Hardison, Lyn
Subject:
[External] FW: [URL Verdict: Neutral][Non-DoD Source] 588 Muddy Creek Road, Hertford NC
Date:
Wednesday, March 8, 2023 2:54:57 PM
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
Hey Lyn,
Anthony had an inquiry form Ms. Kerr reference the project you are hosting a meeting on tomorrow.
I have attached his response to her and just a reminder that no one from our office is available
tomorrow due to the change in schedule with our Chief's visit to the Washington Field Office. I
apologize for no representation but hope to be able to get back on schedule for future meetings. In
regards to the meeting tomorrow, as Anthony indicated, we recommend a wetland delineation be
undertaken on the property and then the review agencies will be able to determine any potential
impacts. I would also add that we would plan to keep the project in the CAMA Major Permit process
should the DCM determine their process and certainly remain available for any additional questions
or comments. Thanks again and I look forward to seeing you soon.
Raleigh W. Bland, SPWS
Regulatory Project Manager
US Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
Phone: [phone]
Email: Raleigh.w.bland(@usace.army.mil
From: Scarbraugh, Anthony D CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, March 8, 2023 8:49 AM
To: Margaux Kerr <[e-mail]>
Cc: Bland, Raleigh W CIV USARMY CESAW (USA)<[e-mail]>
Subject: RE: [URL Verdict: Neutral][Non-DoD Source] 588 Muddy Creek Road, Hertford NC
Good Morning Margaux,
Per a review of our records, there was not jurisdictional determination for the subject property. The
applicant may opt to have an environmental consultant perform a wetland delineation and request a
jurisdictional determination (JD) be verified the US Corps of Engineers (Corps). If the applicant
requests the Corps to perform the JD, it may be 2-3 months before the work can be performed. If
you have any questions regarding the upcoming CAMA Major application submittal for the Corps,
the Point of Contact (POC) for the Corps is Raleigh Bland. Mr. Bland maybe contacted at (910) 251-

4564 or raleigh.w.bland(@usace.army.mil.
V/r
Anthony Scarbraugh
Anthony Scarbraugh
Regulatory Specialist
US Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
Phone: [phone]
Email: [e-mail]
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to
our customers. We would appreciate your feedback on how we are performing our duties. Our
automated Customer Service Survey is located at: https://regulatory.ops.usace.army.mil/customer-
service-survey/
Thank you for taking the time to visit this site and complete the survey.
From: Margaux Kerr <margauxk(@nccoast.org>
Sent: Tuesday, March 7, 2023 2:48 PM
To: Scarbraugh, Anthony D CIV USARMY CESAW (USA) <Anthony.D.Scarbraugh(@usace.army.mil>
Subject: [URL Verdict: Neutral][Non-DoD Source] 588 Muddy Creek Road, Hertford NC
Good afternoon Anthony,
I am not sure if this email is for you or if you could forward it to the correct person that
would be so helpful!
I am with the North Carolina Coastal Federation and we are in the process of a living
shoreline Major Permit for a property owner Rich Cowell. We have a scoping meeting
March 9th and I just wanted to make sure I have all necessary information so the project
can move forward!
He is located at 588 Muddy Creek Road, Hertford, NC, and there's an old survey that was
done by a local surveyor, whom I have reached out to several times to get a date of the
delineation....
I was hoping there was a chance that you may have that information of when that
delineation was done!
Please see the survey attached for additional reference!
Let me know if you have any questions or need any additional information,
Thank you,
Margaux Kerr Work Plat 1.pdf

Coastal Resiliency Planner and Manager
(252) 473- 1607 ext 301
637 Harbor Rd, Wanchese, NC 27981
Visit www.nccoast.orq to join or learn more

Project Narrative
Project: Cowell Rock Sill
Applicants: Rich and Janet Cowell
Location: 588 Muddy Creek Road Hertford, NC 27944
Landowners Rich and Janet Cowell are applying to install 290 linear feet of rock
sill that will protect the shoreline and restore lost marsh habitat along
approximately 325 feet of the property.
This is a 1-'/3 acre property with a single family home, located on the
Perquimans River. Approximately 25 percent of the property consists of a
wetland fringe. Roughly 13,800 square feet of wetlands were delineated on the
property according to the Army Corps of Engineers wetland delineation
conducted by Gloria Rogers. In the past six years, since owning this property,
we have seen at least 1 foot per year of erosion... resulting in the loss of nearly
2,000 square feet of wetland fringe. The rate of erosion appears to be
increasing.
In considering our shoreline erosion and protection options, we were drawn to
the idea of creating a living shoreline. We feel that this project will help in 3
ways.
• First, it will protect the existing wetland fringe from further destruction.
• Second, it will allow us to re-establish lost wetland fringe by creating
conditions for the re-establishment of nearly 2,000 square feet of
freshwater wetlands. This will be aided by the replenishment of silt from
overwash and natural causes as well as bringing in roughly 2,000 cubic
feet of clean sand fill from an upland source to bring the planting depths to
a -1 foot elevation. This will allow for the wetland fringe to more quickly be
re-established. Sand fill will not be placed on existing marsh or SAV beds.
• Third, it will keep the property which is not a wetland from eroding further.
The sill will be built by a local marine contractor to the following specifications:
1) the sill will be built in three sections measuring 90-100 feet with a
minimum of a 5-10 foot gap between the sections. A total of 290' of sill will
be installed.
2) the sill dimensions will be 10 feet on base and roughly 3 feet in height, not
extending more than 1 foot above NWL post -construction. NWL in the
location of the sill is 1.8-2 feet deep.

3) the sill will be constructed from roughly 360 tonnes of Class 2 granite rock.
The rock measures roughly 12-24 inches in diameter and smaller, 9-12
inch rock, will be used to fill in the void spaces.
4) the sill will be placed 6-20 feet off shore, coming in closer to shore to avoid
impacts near a small patch of SAV (widgeon grass). On average, the sill
will be 10 feet off shore.
5) three inch PVC pipe, marked with reflective tape, will be placed every 50
feet along the shoreline. The pipe will extend 3 feet above the sill and will
be driven into the ground at least 4 feet. This will mark the sill for
navigation purposes.
6) approximately 2,000 cubic feet of clean sand fill from an upland source,
free of biological material will be used to bring the bathymetry up to a
plantable depth (roughly -1 foot). Pockets of the fill will be strategically
placed as shown in the attached site plan drawings.
7) All steps possible have been taken to avoid and minimize impacts to
existing patches of SAV (widegon grass). For example: the sill alignment
has been brought in, closer to shore where small patches of SAV exist on
the west side of the wetland. Similarly, breaks in the sill are planned where
a small 4 foot by 8 foot patch of SAV exists, near the "point" of the
property.
8) We propose to work with the NC Coastal Federation and their suggested
native plant supplier to replant and restore the lost native freshwater
marsh. Plants such as cardinal flower (Lobelia cardinalis), duck potato
(Sagittaria latifolia), pickerelweed (Pontederia cordata), rose mallow
(Hibiscus moscheutos) and other similar native wetland plant species will
be used in the shoreline restoration effort.
CAMA representative Cynthia Rountree has visited several times. She verbally
shared that she agrees a sill will protect and restore the area. Cynthia assisted
in surveying the small patches of SAV along the shoreline on several site visits,
with the most recent one in 2022. She found three patches. One, measuring 4x8
feet is near the "point" of the property. A break in the proposed sill is designed to
avoid this patch. Two other small patches of SAV were found 30 feet from NWL.
The sill alignment has been brought in, only 6 feet from shore, where these
other two small patches exist. We should remain approximately 10 feet from the
patches with this proposed alignment.
Contractor Matthew Hassell proposes to stockpile the rock and fill material on
our property, well outside the 75 foot AEC. Please see attached site plan for the
approximate location of the on -site stockpile. Hassell will use an excavator to

access the shoreline and place the rock along the edge, in the proposed
alignment. Where crossing marsh habitat, he will use a temporary marsh mat to
minimize impacts to existing vegetation. Clean sand fill will also be strategically
placed using the excavator. No placement of sand fill will occur in existing marsh
or SAV habitat. The sand fill will be graded/smoothed to allow for appropriate
planting depths of native wetland plant species. The excavator will remain on
site for the duration of the construction, near the stockpile location when not in
use.
On a personal note, we have owned the property for about 6 years. When we
first got here, Phragmites reeds covered the property from well out into the
water, to about 10 feet up in the yard. There was no other vegetation. The reeds
were thick and the water was not visible. It took me over 2 years to eradicate
them. As I did so, other plants started to show up. Cattails, different types of
arrowhead plants, occasional hibiscus, and many others which I do not know the
names of. We now get different plants with flowers all during summer. Different
birds and butterflies all spring and summer. Frogs and newts which I had not
seen previously. A couple of mudsnakes. So, we have a personal interest in
replenishing and maintaining this area.
We look forward to seeing this project come to fruition and doing our part to be
good stewards of this property.
The project proponent hereby certifies that all information contained herein is
true, accurate, and complete to the best of my knowledge and belief.
The project proponent hereby requests that the certifying authority review and
take action on this CWA 401 certification request within the applicable
reasonable period of time.

This document presented and filed:
02/19/2014 01,29:51 PM
JACQUELINE S. FRIERSON, PERQUIMANS CO, NC
Excise Tax: $118-00
BOOK
407127
424
PAGE 456 (3)
i
III
PLRQUIMANS COUNI'Y
L A N D 'IRANSFER "I'AX
A.\10U\,T 15qc> .uo F5�
11diA I D S 5gO.no?
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax.
Parcel Identifier No.... 4-Df)75=004Aw-WC Verified by County on the day of , 20
By:
Mail/Box to.,•
TO Pi &Nash, LLP
200 N. Water St, Ste 2A
Elizabeth City,, NC 27909
This fturnent was prupared by: H. T. Mu1len,,Jr.Iktto ey at Law,101 Fast Elizabeth Street, Elizabeth City,, NC 27909
Bn*efdesC'tionfor the Index:
THIS DEED made this 27th day of January , 20 14, by and'between
GRANTOR
Harvard Management, LLC, a
40 North Carolina Limited Liability Company
206 Greenhaven Drive
Durham, NC 27704
GRANTEE
Richard L. Cowell and wife,
Janet A. Cowell
15215 Burnt Mills Lane
Windsor, VA 23487
The desi...nation Grantord Grantee as used herein shall include said parties, the0 ir heirs, successors, and assigns, and shall inchide
singular, plural, masculine, feminine or neuter as regained by context.
VnTNESSETH, that the Grantor, for a valuable consideration paid by the Grantee., tbe receipt ofw1hich is hereby ackn0Wje&edL bas
in the City of ,
more particul y described as follows:
* * See attached Exhibit A.* *
All
in fee simple, aU that certain I v
ot or P azcel ofland situated
L9- - M ____ am = 1919
iilqv a 111tw�-1011il- I= wo
of the property herein conveyed does NOT include the primary residence of the Grantor.
This instrument prepared by: H.T. Mullen, Jr., a licensed North Carol*
na attorney. Delinquent taxes, if any, to be paid by the closing
attorney to the County Tax Collector upon disbursement of cIosing proceeds.
The property here bove described was acquired by Grantor by instrument recorded in Book 356 page 810
A map showing the above descnbed property is recorded in Plat Book page
NC Bar Association Form No. Ira � 1976, Revised Q 1977:0
Printed by Agreement with the NC Bar Association —1981
2011102
SoftPro Corporation, 333 E. Six Forks Rd,. Raleigh, NC 276I09

BK 424 PG 457
DOC#407127
feet along the right-of-way of State Road 1321 to a point; thence,
299.47 feet to a point; thence, South 780 52 50" West 600.92 feet
to a point; thence, North 44° 45' 09" West 20.04 feet til a point,*, thence, North 33° 13' 38"
East 41 feet to a point; thence, North 3
53° 32' 34 East 59-.96 feet to a point; thence, North 270 04 44 West 87.16 feet to a
EXHIBIT "A"
Beginningg on the Southwestern right-of-wayof State Road 1321, otherwise known as
Muddy Creek Road, at a point 155.42 feet as measuredi"n a southeasterly direction along
said right-of-way from the point where State Road 1321 intersects with the boundary
-9 between Lot 3 and Lot 4 of the William A. Chappell Subdivision as recorded in Plat
Cabinet 1, Slide 28 of the Percuimans County Register of Deeds Office; thence, South
320 30' 00" East 183. 11
South 460 06' 27" West
° 32'44" East 105-90 feet to a point; thence,
North
point; thence South 57° 30' West 197.85 feet to the point of beginning.
certain plat prepared by S. Elmo Williams, dated August 3, 1998
Meads Heirs", recordedl'*n Plat Cabinet 2, Slide 77, Map 5, Perquimans County Registry.
This property being more particularly described and delineated as 1.30 acres on th!, at
entitled in part "W.H.

BK 424 PG 458
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all pn"
in fee simple.
DOC#407127
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IN WITNESS WHEREOF, the Grantor has duly exmted the foregoing as of the day and year firsta bove written.
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JEFFERS011 D BATTS
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Register o f Deeds for � ��y
By' Deputy/Assistant -Register of Deeds
NC Bar Association Form No., LIIIIIII C 1976, Revised 0 19779 2002
P[inted by Agreemeent with the NC Bar Association - 1981 so 0 Cn mtil 331 TZ Q i V F vVir•
Public
Notary Public
2014.
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DATE: 12/17/2022
NAME: Rich Cowell
ADDRESS: 588 Muddy Creek Rd
CITY: Hertford _ ST NC Zip 27944
RE: Cowell Rock Sill
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that Rich Cowell _ is applying for
1 � �1 �,}
a CAMA Major permit to Create a rock sill along my prope
to restore and protect both the wetland and my property
on property located at 588 M
which is adjacent to your property. _ - ' . . If you have no
objections to the proposed activity, please mark the appropriate statement below and return to:
Rich
as soon as possible.
'� '�`"" •r
, it will be considered that you have no comments regarding this
At�3stLi`.�f4VJNEli1Y.Ai[ilif[1#iV4\iG4F
project. If you have objections or comments, please mark the appropriate statement below and send your correspondence to the NC
Division of Coastal Management at 401 S. Griffin St., Ste 300., Elizabeth City, NC 27909. If you have questions about the project,
please do not hesitate to contact me at 757-777- _ u or the Division of Coastal Management at 252-
264-3901.
Sincerely,
kick Cd-�
V I have no objection to the project as described.
I have objection(s) to the project as described.
WAIVER SECTION
1 understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of
15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank
below.)
I do wish to waive the 15' setback requirement. _
Ce e i
Print Name nature of Adjacent Property Owner
R198 Rivec*"4e. hue-gt)t
Mailing Address and/or Email Address ,� / C A 1 9 v 9
Q1re��,�'� aI� aoI • cam
I do not wish to waive the 15' setback requirement.
Date
Asa- a(a7-
Phone Number

DATE: 01 /17/2023
NAME: Rich Cowell
ADDRESS: 588 Muddy Creek R(
CITY: Hertford ST NC ZIP 27944
RE: Cowell Rock SIII (PROJECT NAME)
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that Rich Cowell is applying for
(insert property owner name or company)
a CAMA Major permit to Create a rock sill along my property shoreline
(insert project description)
to restore and protect both the wetland and my property
on property located at 588 Muddy Creek Rd Hertford, NC 27944
(insert property address / county)
which is adjacent to your property. A copy of the application and project drawing(s) is enclosed for your review. If you have no
objections to the proposed activity, please mark the appropriate statement below and return to:
Rich Cowell
(insert name of responsible party)
as soon as possible.
If no comments are received within 30 days of receipt of this notice, it will be considered that you have no comments regarding this
project. If you have objections or comments, please mark the appropriate statement below and send your correspondence to the NC
Division of Coastal Management at 401 S. Griffin St., Ste 300., Elizabeth City, NC 27909. If you have questions about the project,
please do not hesitate to contact meat 757-777-2619 (insert phone number) or the Division of Coastal Management at 252-
264-3901.
Sincerely,
Rich Cowell
INSERT NAME
I have no objection to the project as described. I have objection(s) to the project as described.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin must be set back a minimum distance of
15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank
below.)
I do wish to waive the 15' setback requirement.
M. Christopher Martino
Print Name Signature of Adjacent Property Owner
628 Muddy Creek Rd Hertford, NC 27944
Mailing Address and/or Email Address
I do not wish to waive the 15' setback requirement.
01 /17/2023
Date
252-264-3770
Phone Number

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33.42'
L2
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21.22'
L3
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15.57'
L4
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44.54'
L5
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15.16'
L6
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16.37'
L7
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19.98'
L8
N06'09'43"E
26.53'
L9
N04'03'01"E
17.97'
L10
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21.41'
L11
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29.15'
L12
N45'08'30"E
21.97'
L13
N09'47'34"W
16.03'
L14
N42'20'11"W
12.98'
` L15 I
N61'56'57"W
16.89'
L16
N21'55'12"W
13.36'
L17 `
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38.84'
L18 !
N25'31'54"E
23.71'
L19
N06'23'34"E
22.53' 3
PERQUIMANS
AREA OF WETLANDS =
1,274 SO. FT.
GARAGE
I �
mm
12'
NIB.r�
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r- [x e, P, N1iL s 11.E 2 `��� TCTAL-
`��` _-'e-uposzD WETLANDS AS DELINEATED BY
C u- w IT TAL AREA OF WETLANDS
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ONE STORY
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262.44'
RIVER
NO.
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
AREA OF WETLANDS =
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ARMY CORPS OF ENGINEERS
20,222 S0. FT. (0.40 AC.)
see S ttL -Y ltu.
CAS S-oc;flckA f-oe-
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DATE
REVISION
INITIAL
°°asaeeoi
CAS
GLORIA J. ROGERS, P.L.S.
215 B STREET
CAMDEN, N.C. 27921 COVELL SILL f(ZQ
CA
[phone] PHONE pp
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