20230520 Ver 1_CAMA Application_20230412 (2)

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Murfreesboro
2. LOCATION OF PROJECT SITE: Termination, of Heart Street, Hertford County,
adjacent to the Meherrin River
Latitude: 36"26'46.77"N Longitude: - 770 5'11 7.79"W
3. INVESTIGATION TYPE: CAMA & Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — Sept. 21, 2022 & March 29,
2023
Was Applicant Present — no
5. PROCESSING PROCEDURE: Application Received Complete — April 3, 2023
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Hertford County/Town of Murfreesboro
Land Classification From LUP — I-H/R-20
(B) AEC(s) Involved- Estuarine Waters (EW), Estuarine Shoreline (ES), Public Trust
Shoreline (PTS), and Public Trust Area (PTA)
(C) Water Dependent: Yes
(D) Intended Use: public/government
(E) Wastewater Treatment: Existing — none
Planned -none
(F) Type of Structures: Existing —gravel parking area, bulkhead, riprap,
concrete building pad, and roadway
Planned - 2 piers, walkways, and platforms
(G) Estimated Annual Rate of Erosion: NA
Source - NA
7. HABITAT DESCRIPTION: [AREA]
ECAVATED FILLED SHADED
(A) Wetland (EW, PTA)
(B) Shallow Bottom (EW, PTA)
1,947 sq ft
(C) High Ground (ES)
Outside of AEC
2,600 sq ft
5,400 sq ft
8,000 sg ft
(outside AEC)
1,255 sq ft
(D) Total Area Disturbed: 19,202 square feet
(E) Primary Nursery Area: No
(F) Water Classification: B & NSW Open to shellfishing: No

Town of Murfreesboro
Field Investigation Report
Page 2
PROJECT SUMMARY. -
The appllicant proposes to construct a 6 foot by 102 foot access pier out to an 8 foot by 90 foot
platform which requires grading of the old roadbed across the riverfor Conditional Letter of Map
Revision (CLOMR). The applicant also proposed to construct an additional 5 foot wide by 24.5
foot long floating pier with a 32.5 foot by 10 foot floating platform all extending from a upland
walkway.
Pro4ect Setting
The property proposed for development is located at the terminus of Hart Street in the Town of
Murfreesboro in Hertford County and consists of approximately 2.41 acres adjacent to the
Mehe,rrin River. The property currently contains approximately 57 feet of bulkhead and 80 feet
of riprap along with an existing parking area and old concrete building pad. The, property to the
east and west are vacant lots.
Vegetation on the site includes, but is not limited to, indigenous yard grass, Boxelder (Acer
negundo), along with other deciduous trees and shrubs, Soil Types include Goldsboro Urban
Land Complex (GpA), Winton Soils (WT), and Dorovan Soils (DO). The property has an
elevation of approximately 12,5 feet above normal water level (NWQ along the shoreline.
The shoreliine is 302 feet in length and currently has a bulkhead along approximately 27 feet
and riprap along approximately 80 feet of the shoreline. The water classification for this
area is Primary Contact Recreation, Fresh Water (B), Nutrient Sensitive Waters (NSW) and
are closed to shellfishing. The water depths within the project area average 15 feet. When
the site visit was conducted there was no Submerged Aquatic Vegetation present in the
proposed project area.
As a part of the CLOMR requirement for this project the applicant will be grading the old
roadbed on the opposite side of the M!eherrin River. This property consists of approximately
98.44 acres with 4,975 feet of shoreline. The property contains the old US 258 road bed but
is otherwise undeveloped. The property to the east is NCDOT Hwy and the property to the
northwest is a residential lot.
Development Proposal
The applicant proposes construct a 6 foot by 102 foot pier with a 8 foot 90 foot "T" end platform
on the east side of the property. They also propose to construct a 5 foot long by 24.5 foot
wide floating pier with a 12 foot by 32.5 foot platform "L" end! platform with lower 5 foot by 15
foot kayak launch on the southern side of the platform on the west end of the property.
There is also a proposed 5 foot by 251 foot accessway leading from the existing parking
area to the proposed dock on the west side of the property. The applicant proposes to then
grade 1.5 feet of material from the southern portion of the old existing US258 roadbed
located across the river to the northern end of the old US258 road bed by cutting a 40 foot
by 200 foot area on the southern end to be graded and relocated to a 40 foot by 200 foot
area on the Northern end to mitigate flood impacts upstream for CLOMR requirements.

Anticipated Impacts
The proposed development will result in:
- shading of 1,947 square feet of Estuarine Waters and public Trust Area from the
proposed piers
-2,600 square feet of the Estuarine Shorelines Area for the proposed grading of the old road
bed and shading of 1,255 sq ft from the 251 foot of accessway in the Public Trust and
Estuarine Shorelines Area of Environmental Concern.
-grading of 5,400 square feet and the filling of 8,000 square feet outside of the Estuarine
Shorelines Area of Environmental Concern.
Temporary turbidity will possibly occur during construction and temporary disturbance of
800 square feet of noncoastal wetland impacts will occur when crossing wetlands, using
logging mats, for grading the old road bed.
Submitted by: Cynthia Rountree
Date: 4/6/23

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RECEIVED
APR 3 7023
DCM-EC Project Narrative - King's Landing - Improvements
April 03, 2023
The Town of Murfreesboro is developing a site known as King's Landing, acquired in 2013 by the
Town, into a free public fishing access area. The proposed projects onsite involve the construction
of a fixed fishing pier and a floating kayak launch. The fixed pier will connect to an existing
concrete sidewalk that leads to the existing gravel parking area onsitc. The kayak launch is a
prefabricated floating dock system connected to a proposed wooden board walk that connects to
the existing parking area onsite.
Fixed Pier (NCWRC Project)
The fixed pier portion of this project was originally approved and permitted by a CAMA major
permit on December 16, 2016 (Permit # 123-16). Due to permitting issues associated with the
floodplain pen -nit, construction was never completed for the fishing pier portion of the project.
In regards to construction of the fishing pier, FEMA recently issued a CLOMR decision allowing
construction of the pier to proceed, NCWRC is requesting a CAMA Major Permit for construction
of the Fishing pier originally permitted under permit # 123-16. The proposed design of the pier
remains unchanged from that originally Submitted and approved Linder permit 9 123-16,
The fishing pier will be an 8' X 90' wooden structure accessed by a 6' X 102' wooden walkway.
The pier and walkway will be pile supported and include a 42" railing systern. To accommodate
users with disabilities the walkway includes a switchback to ensure an accessible walking surface
slope. Additionally, one-fourth of the fishing pier railing system will accommodate individuals
with disabilities.
In order to mitigate flood impacts upstream from the proposed pier as required by tile issued
CLOMR, grading of the existing roadbed across the Meherrin River from the proposed pier location
will be required. This roadbed was the former location of US 258. Approximately 1,5' of material
is proposed to be graded (moved} from the Southern half of the embankment to the northern half of
the embankment. No material is to be removed from the site, only regarded. No wetlands will be
filled due to the work, however approximate 800 sf of temporary impacts to wetlands will be
required to access the old embankment area. A contractor will use matting to cross this section of
wetlands and after work is complete the area will be restored to previous conditions. After grading,
the embankment will be reseeded and Mulched. Please see attached CLOMR documents (FNI,
pages 1-8). Grading work is outside the 30' CAMA buffer.
The grading and excavating will be accomplished with typical construction equipment including
but not limited to: backhoe, excavator and potentially a bulldozer. The piles for the pier will be
installed from shore with a vibrator hammer installed on a long reach excavator or by vibratory
hammer installed on an excavator mounted on a barge.
Canoe/Kavak Launch
The proposed kayak launch is a prefabricated floating style launch that is 30' long and 5' wide.
The launch is attached to a prefabricated floating dock that is 32.5' long and 12' wide and a 15' by
5' wide kayak launch area. A prefabricated gangway will attach the floating dock to the proposed
wooden boardwalk which is 25 1' long and 5' wide. Per the Town's consultant (Davey Resource

Project Narrative
King's Landing - Renovation
4/2/23
Group, Inc.), upland development for the launch (grading, rip rap, and the gravel parking area) was
permitted under CAMA Minor Permit # 121322A.
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 herby requests that the certifying authority review and take action on this
CWA 401 certification request within the applicable reasonable period of time.
E 41 * R IVED
APR 3 2OZ3
-%I
DCM-,E"C
M

IN MP-1 RECEM D
UPLIDIDT"IDN for FEB 1 5 2023
Major Development Permit
(last revised 12127/06) 11
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Town Of Murfreesboro
King's Landing - Improvements
.. . . .............
Applicant 1: First Name MI
Last Name
Carolyn
Brown (Town Administrator)
. ..... .......... ... Applicant 2: First Name MI
Last Name
If additional applicants, please attach in additional page(s) with names listed.
- — -- --------- ---- ­­ . ............. ..... .... ......... .. . ... . Mailing Address
PO Box City
State
6 Murfreesboro
NC
ZIP Country Phone No.
FAX
No,
27855 Hertford 252 - 398
- 5904 ext.
Street Address (if different from above)
City State
ZIP
105 East Broad Street
Murfreesboro NC
27855-
Email
[e-mail]
2. AgentlContractor Information
............
Business Name
NC Wildlife Resources Commission (NCWRC)
. ......................... ..... . .................. ... . ......
Agent/ Contractor 1: First Name
MI
Last Name
Michael
W
Leggett
Agent/ Contractor 2: First Name
W
Last Name
Mailing Address
PO Box
City
State
1718 HWY 56 West
Creedmoor
NC
ZIP
Phone No, 1
Phone No. 2
27522
919 - 707 - 4050
ext. 919 - 632 - 0360 ext.
FAX No.
Contractor #
2
NA
Street Address (if different frorn above)
City State ZIP
SAB
Email
[e-mail]
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Form DCM MP-1, (Page 2 of 4) r E APPLICATION for
E ­IVD
Major Development Pert -nit
3. Project Location
County (can be multiple) Street Address E C State Rd, #
Hertford Termination of Hart Street D C" M Off of US 158B
Subdivision Name City State Zip
NA Murfreesboro NC 27855-
Phone No. Lot No. (s) (if many, attach additional page with list)
ext. NA, I
. . ...... .......... . . ........ . . ......
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cho,wan Meherrin 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 E]Manmade D'Unknown Meherrin River
e, Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®,Yes E]No work falls within.
Town of Murfreesboro
­­ . .. . ............. __
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
5277 LF (North Tract: 4,975 LF / South Tract: 302 LF) 4,393,026 sq. ft (100.85 acres)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
2.41 Acres (S. Tract), 98,44 acres (N. Tract), NWL (normal water level)
(If many lot sizes, please attach additiooal page with a list) 12.5 EINHVV or NNWL
e. Vegetation on tract
Primarily scrub brush and grass; some trees along river and property perimeter to the south and east. Area required for
grading mitigation is wooded,
f. Man-made features and uses now on tract
Site was a commercial facility with associated concrete buildling pad, access road, small accessory concrete pads, and
retaining wall along a portion of the river and ditch on western side of the building pad. Site now has small gravel parking
area, concrete ADA parking spot, and concrete ADA sidewalk.
g. Identify and describe the existing land uses adiacent to the proposed project site,
East and South - Woodlands owned by the Town of Murfreesboro; West Hart Street (dead end road); North - Meherrin River
----------- - - ------- h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-20 (North Tract) / H-I (South Tract) (Attach zoning compliance certificate, if applicable)
NYes E]No EINA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? E]Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. E]Yes MNo EINA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a E]Yes ®No EINA
National Register listed or eligible property?
.......... .. .. .
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Form DCM MP-1 (Page 3 of 4) APPLICATION for
RECEIVED Major Development Permit
... .......... — . ­­ — r — 1 K gnql ­ ­­ . — - ­ - ­
m. (i) Are there wetlands on the site? FEB ®Yes E]No
(ii) Are there coastal wetlands on the site? D E E]Yes ®No Cl%lq M C
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? E]Yes ONo
(Attach documentation, if available)
. . ...... ---
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
Potable city water (meter removed)
p. Describe existing storm water management or treatment systems.
Existing culvert carries offsite storm water across site, currently storm water sheet flows across site to a ravine or river
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ElCommercial MPublic/Government
E]Private/COMMUnity
-- ----- . ......
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed project will develop the site into a free public fishing access area to include a fixed wooden fishing pier and
floating kayak launch with gangway and wooden walkway. Construction for the fixed pier was delayed due to floodplain
permitting and the issued CAMA permit expired. Approximalty 500 CY of material will be regraded across the river to satisfy
the requirements of the issued CLOM R
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The piles for the wooden fixed pier will be installed with a vibratory hammer mounted on an excavator supported on land or
barge. Excavation for the CLOMAR will involve Equipment will be stored on site. The wooden walkway and kayak launch
will be installed via traditional conttruction methods.
d. List all development activities you propose.
Drive pilings for pier and walkway. Construct wooden fishing pier and walkway. Construction of wooden boardwalk and
installation of prefabricated kayak launch. Mulch an access path to the area required for grading (CLOMAR). Mulch area,
regrade area to satisy flood mitigation, and reseed. Approximalty 0.4 Acres of total land disturbance required. Area is
upland away from River and AEC.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f, What is the approximate total disturbed land area resulting from the proposed project? 0.5 RSq.Ft or ®Acres
... . .. ..... ..... ... ...... ... ........ g. Will the proposed project encroach on any public easement, public accessway or other area L]Yes ®No [INA
that the public has established use of?
. . . ........
h , Describe location and type of existing and proposed discharges to waters of the state.
No new discharges to waters of the state.
i. Will wastewater or stormwater be discharged into a wetland? L]Yes ®No EINA
If yes, will this discharged water be of the same salinity as the receiving water? ElYes E]No EINA
j . . Is there any mitigation proposed? L]Yes E]No ONA
If yes, attach a mitigation proposal.
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252-808-2808 :: 1-888-4111COAST :: vvwwnecoastaiiiiatiag:erviei-it.iiet

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) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b . An accurate, "dated -""work — plat (including plan view and crass -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If provious[y authorized work, dearly 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 Murfreesboro Historical Association, INC Phone No. 252 398-5922
Address PO Box 3, Murfreesboro, NC 27855
Name NCDOT, Division 1 1 District Engineer Phone No. 252 513-6030
Address 230 NC Highway 42 W, Ahoskie, NC 27910
... .. . ....
Name Carol Lang Phone No.
Address 142 Old US 258, COMO, NC
g, A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Major LAMA Permit 123-16 (Issued 12/31/2016 Minor CAMA Permit #1 21322A (2022)
CLOMR I NC-21-746 (Issued 05106/2022)
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)
_T_.1istatement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 11 3A 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.
2tion 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 _Mi6n
Signature r L4 C� r"' I V E': D
Please indicate application attachments pertaining to your proposed project. V- E B 1 5 208
MDCM MP-2 Excavation and Fill Information E1DCM MP-5 Bridges and Culverts
MDCM MP-3 Upland Development
EDCM MP-4 Structures Information DC.0
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F 'IN
"ECEIVI D
Form DCM MP-2
EXCAVATION and FILL FFB 15 2023
(Except for bridges and culverts) DCU EC
Attach this form to Joint Application for LAMA 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
stabilization;
Length
Width
Avg. Existing N
Depth A NA
Final Project N
Depth A NA
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 (WQ? If any boxes are checked, provide the
number of square feet affected.
[]CW OSAV EISB
OWL EINone
(ii) Describe the purpose of the excavation in these areas:
................ . -----
12. DISPOSAL OF EXCAVATED MATERIAL Z This section not app
_...a..__
.. .. a. Location of disposal area. b. Dimensions of disposal area.
C, (i) Do you claim title to disposal area?
ElYes [JNo FINA
(ii) If no, attach a letter granting permission from the owner
(i) Does the disposal area include any coastal wetlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
or other wetlands (WL)? If any boxes are chocked, provide the
number of square feet affected.
Elcw EISAV nS13
F_lWL LINone
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
ElYes E]No EINA
(ii) If yes, where?
f. Does the disposal include any area in the water?
ElYes EINo EINA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOAST -: www.liecoastalinaii,agg�ikient.net revised: 12126/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(1f,development is a wood groin, use MP-4 — Structures)
a. type of shoreline stabilization:
E]Bulkhead E]Riprap E]Breakwater/Sill LJOther:
c. Average distance waterward of NHW or NWIL:
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.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? E]Yes E]No
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
b. Length:
Width:
d, Maximum distance waterward of NHW or NWL
f. (i) Has there been shoreline erosion during preceding 12
months?
E]Yes E]No EINA
(Ni) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
®This section not applicable
b. (i) Will fill material be placed in coastal wetlands1marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
EICW EISAV . ...... [:ISB
EIWL E]None
(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)?
Silt Fence. Upland portion where grading activities will occur Excavator and Bulldozer
C. (i) Will navigational aids be required as a result of the project?
DYes [:]No NNA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes E]No EINA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Steel bridge and wood mattin. Approximalty 800 SF with ACOE
concurence
N— I%
02/07/2023 Town of Mufreesboro U\
Date .. Applicant Name FEB 1 5 2023
King;s Landing Improvements I ....... ... . . .. .......... . ... ... ....
— ............. p p I i c A t�!S i g n, a,"t u r e
Project Name DCM-EC
252-808-280,8 : 1-888-4R11 OAST :. www,.n,cl,coal,st,al,ml,a,i,iaggii.i.eiit.iiet revised: 12/2,6106

Form ®CM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form, to Joint Application for LAMA 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.
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels,
proposed. N/A
Wooden walkway and wooden stairs down to proposed . .......
kayaklaunch
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
N/A 0.4 acres (Off'site Grading for Clomar)
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(I) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
F]Yes E]No [DNA
(6) If yes, list the date submitted:
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete kayak launch abutment
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a LAMA. Major Development Permit may also
be covered by impervious and/or built -upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
15% Existing / 22 % Proposed E]Yes '®No [DNA
i. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted:
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
19%
j. IDescribe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
N/A approval?
®Yes L]No EINA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). E]Yes E]No ENA
Surface Runoff / Sheet Flow. If yes, attach appropriate documentation.
: C I
FEB I S 2023
DCM'-EC
252-808-28082 :: 1-888-4RCOAST :: vvvvvv..ncco.a, stal: m a iiagpii),elp t'. 1111 011t, revised: 12/26/06

Form DCM MP-3 (UFAand Developnient, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
N/A
o. When was the lot(s) platted and recorded?
NIA
02108/2023
Date
Kings Landing - Improvements
Project Name
Town of Murfreesboro
Applicant Name
Applicant `ignaturo
n. (i) Will water be impounded? []Yes E]No ZNA
(ii) If yes, how many acres?
p, If proposed development is a subdivision, will additional utilities be
installed for this upland development?
E]Yes E]No ZNA
FEB 1 5 2023
DCM-EC
252-808-2808 :: 1-888-4RCOAST :: www.ln,c,c-oast,zll;ii-ai,i,agp,ii�(?iit,,.,I'I,Ot revised. 12126106

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
APR 3 2023
Attach this form to Joint Application for LAMA Major Permit, Form MGM 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 FACILITYIMARINA CHARACTERISTICS
a, (1) Is the docking facility/marina:
nCommercial OPublic/Government F]Private/Community
G. (i) Dock(s) and/or pier(s)
(ii) Number 1_(Dock) I Fixed Pier
(N) Length 30' Long. 102' Long
(iv) Width 5'Wide, 6'Wide
(v) Floating JZYes HNo
a. (j) Are Platforms included? ®Yes E]No
If yes:
(11) Number !-(Pock), 1 Fixed Pier
(iii) Length 32.5' Lon-g, 90' Long, 15' Long
(iv) Width 12LWide 8' Wide 5'-Wide
(v) Floating MYes ONO
Note: Rooted areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
NA
(ii) Number of slips existing
NA
i. Check the proposed type of siting:
EJ Land cut and access channel
E]Open water; dredging for basin and/or channel
®Open water; no dredging required
ElOther; please describe:
k. Typical boat length: 10'
m. (i) Will the facility have tie pilings?
E]Yes ®No
(ii) If yes number of tie pilings?
El This section not applicable
b. (i) Will the facility be open to the general public?
ElYes E]No
d. (i) Are Finger Piers included? E]Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating OYes E]No
f. (I) Are Boatlifts. included? E]Yes ®No
If yes:
(!I) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
n Full service, including travel lift and/or rail, repair or
maintenance service
E] Dockage, fuel, and marine supplies
El Dockage ("wet slips") only, number of slips:
El Dry storage; number of boats:
El Boat ramp(s); number of boat ramps:
[D Other, please describe:
None of the above
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
KU?Lk
I. (1) Will the facility be open to the general public?
EYes E]No
252-808-2808 :: 1-888-4RCOAST :. ww.w...nccoastaimanagpnlent.tiet revised: 12127106

Form DCM MP-4 (structures, Page 2 of 4)
2, DOCKING FACILITY/MARINA OPERATIONS 0 This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project,
0 Office Toilets
0 Toilets for patrons; Number: _; Location:
El Showers V L-1. L..#
El Boatholding tank purnpout; Give type and location: APR
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash,
d. Now will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(it) Give the location and number of "Pumpout Avail@Uo" 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?
rn. Is the marinaldocking facility proposed within a primary or secondary nursery area?
[]Yes E]No
252-808-2808 :: 1,888-4111COAST ,- www.necoastalm e nag--m_ revised: 12/27106
_me

Form DCM MP-4 (Structures, Page 3 of 4)
n, is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[--]Yes EJNo
0. 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.
E]CW EISAV EISB
0VVL , V E D
DiNone REC"E",-41,
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? E]Yes E]No APR 3 2023
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
_­--.r--1----
a. (i) Is the boathouse structure(s):
ElCommercial OPublic/Government ElPrivate/Community
(11) Number
(Iii) Length
(iv) Width
Note: Roofed areas are calculated from dripfine dimensions.
wood, shoelpile, etc. if a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(alai) Width
F5- BREAKWATER (e.g., wood, sheelpile, etc,) Z This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s):
(-]Commercial E]Public/Government ElPrivate/Community
c. Distance to be placed beyond shoreline
Note: This shouid be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
Z This section not applicable
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 : 1-888-4111COAST :: www. necoastal management. not revised: 12127t06

Form DCM MP-4 (Struettires, Page 4 of 4)
a, Proximity of structure(s) to adjacent riparian property lines
22'Toward Eastern & 360' From Western (Fixed Pier)
250'Toward Eastern & 200' From Western (Floating Dock)
Note: For buoy or mooring piling, use arc of swing including length
ot'vessel.
c. Width of water body
135'
e, (i) Will navigational aids be required as a result of the project?
F-1Yas NNo ©NA
(11) If yes, explain what type and how they will be implemented.
b, Proximity of structure(s) to adjacent docking facilities.
> 0,5 miles
d. Water depth at waterward end of structure at NLW or NWL
15,
a. Give complete description:
The structure will serve as a free public fishing pier. The platform will be accessed by a 6'wide by 102'long wooden walkway.
One switchback is required to meet ADA slope requirements. The wooden fishing platform will be 8'X 90'. Both the walkway
and platform will be supportted by driven pfllings and include a railing system that is a minimum of 42" above the walking
surface. Also included is a prefabricated kayak I Canoe launch attached to a concrete abutment via a gangway.
04/03/2023
Date
Kings. Landing - Improvements
Project Name
Town of Murfreesboro
Applicant Name
L. / L
AppliclWt qn(tj�
APR 3 N? 3
252-808-2808 :: 1-888-4RCOAST -: wvvvv.nccoastalnt _nar enient.net revised: 12127106

ADDHCant.' 'Tcla,_Ov'\ J'
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601435100093 1625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
E:]
development that does not
$250
100%($250)
0% ($o)
involve the filling or
excavation of any wetlands
or open water areas:
11. Public or commercial
F-]
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas'..
E]
Major Modification to a
$2501
100%($250)
0%($0)
rmit
111. 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. 4175 (See
attached) can be applied:
III(B). Public or commercial
Ej
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No, 4175 (See attached)
can be applied.
III(C), If General Water
Quality Certification No.
$400
60%($240)
40%($160)
4175 (see attached) could
be applied, but DClM 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.
00
$400
60%($240)
40%($160)
4175 (see attached) cannot
be applied:
IV. For development that
d4
F1
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
I ....... . ..... .

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BOOK '759 PAGE 414 (3)
313$70
Fllv& 1210212013 04 38:59 pM
MELANIE H. STOREY, Register of Deeds
HERTFORD CO WIN. NC
Y'Y\ R S
LXCISe Tax; $50 00
GENERLAL WARRANTY DEED
This certifies that there are no delinquent ad valorem real estate taxes, which the I ler(fiord County Tax
Collector is charged with collecting, that are a lien on: Portion of PIN 596626-3671 Hertford County
Office of Land Records. This is not a certification that the 114N imalul S' the (Iced description,
Tax Collector
Date Delinquent Tax Collector/Tax Clerk
Mai i I to Grantees a flci� recorded,
i-ded
Excise' ox: $50.00
STATE 0 F N ORTI I CA R0 1, 1 N A
COUNTY OF I ll."IRTFORD
']'his Instrument Prepared By:
W� If ugh Jones, Jr.
Attorney at Law
P. 0. Box 986, Ahmkic, NC' 27910
THIS DEED, made and entered in this At day of November, 2013, by all(] between and
MARVIN W. 11ODGE, whose address is 401 Liberty Street, Winona, Minnesota 55987 and wife,
JE,NNIFER M. HODGE, whose address is '114 W. Main Street, Murfreesboro, NC' 27855, hereinafter
GRANTORS„ and THE TOWN 01" MURFREESBORO, a North Carolina Municipal Corporation, whose
address is Post Office Box 5, Murfreesboro, NC 27855, hereinafter GRANT El";
Wl']'NrSSETJI:
That GRANTORS, for adequate valuable consideration, Paid by GRANTEE, the receipt and
sufficiency of which is hereby acknowledged, have bargained and sold and by these presents do bargain,
sell, grant and convey wito GRANTEE and its successors kill(] assigns, in 1� e simple, that certain tract or
parcel of land, located in the Town of Murfircesboro, MLli-freesboro Township, Hertford County, North
Carolina, described as follows:
That certain tract or Parcel of land situate in the Town of Murfreesboro, Hertford
County, North Carolina, and lying 01) the East side of Hart Street, containing 2A I acres by
D.M.D., according to plat of survey prepared by L, "F, Livernion, Jr., R-L-S,, dated 2/19/86,
of record in Mai) Book 13, Page 64, and being 11101-0 particularly described as follows:
BE(31NNING at a concrete monument set in the eastern right of way line of Hart
Street, said monimmit being located South 79 degrees 30 minutes East 30.06 feet firom a
point in the mitcrline of Hart Street an([ said point being located in northeasterly direction
83 feOt fi-0111 the Centel- 01'a CLI)VC11 running under Said road and Said culvu being located .3
miles North of East Main Street and fanning j`r()jll said point of beginning and along the
eastern right of way line of Hart Street, North 12 degrees 57 minutes East 94.12 feet to a
new iron pipe- thence running North 6 degrees 35 minutes I -'ast 235.89 feet to a point in the
edge of the Muherrin River,, thence along the edge of said river, 801,41) 86 degrees 46
minutes Fast 281,47 feet to a concrete monurnent, this being a meandering line along the

BLS 759 PG 415 DOC#313670
Meherrin River, the North boundary of the property conveyed being the high water mark of
the Meherrin River; thence oil a coinnion line with the lands of the ]'own of Murfreesboro,
Smith I degree 10 minutes East 340.72 fect to a concrete 111011LUTIC11t; thence along another
line for the lands of the Town of Murfi-cesboro, South 88 degrees 50 minutes West 155 feet
to a concrete monument and North 79 degrees 30 minutes West 184.22 feet to the point
and place of beginning.
Grantors and Grantee were not occupying the property as their primary residence.
To the extent the fair market value of the property exceeds the sales price the
Granters niake a gift of the sanic toThe Town of Murfrenboro.
TO I IAVE AND TO 1­10U) the aforesaid tract or parcel of land, together with all privileges and
appurtenances thereunto belonging, to GRANTEE and its successors and assigns, in fee simple.
And GRANTORS covenant with GRANTEE, that GRANTORS arc seized of the premises in fee
simple, have the right to convey the same in fee simple, that title to said property is free and clear of all
liens and encumbrances, and that GRANTORS will warrant and defend the title against the lawful claims
of all persons whomsoever, except for the exceptions and restrictions hereinafter stated. Title to the
property hereinabove described is subject to the fbilowing exceptions and restrictions:
Ad valorem taxes and assessments, if any, for the current year,
2. Legally enforceable restrictions, casements, rights of way and conditions of record or
apparent oil -site.
3. RcstricLivc Covenants in Aced rccorded ii) Book 642, Page 719, 1 lertford County Register
of Deeds Office.
IN WITNESS WIIE'RFI�Of, GRANTORS have caused this deed to be executed the day and year
Qrst above written.
V,
Marvin W. I lodge
STATE OF MINNE",SOTA
CITY/COUNTY OF ', /I C,' V "C
_W_ k-
a Notary Public of the CiLy/County and State of Minnesota,
do hereby certify that MARVIN W. IJODG)1; personally appeared before me this day and acknowledged
the due execution of the foregoing Deed.
Witues.,, my hand and official seal or stamp, this',- (Jay of November„ 2013,
Notar Public
My Coluillissioil Expires: j
(NOTARY SE�AL/STAMP)
WANDREW JOHN
SCHMIDTKNECHT
NOTARYPuBUC,MNNE60TA
MY COMMISSION EXPIRES

BIB 759 PG 416 DOC#313670
STATE OFNORTIJ CAROLINA
COUNTY OF _,441t
,1, -65S g If a Notary PUbliC Of the COLIFIty and Stme of North Carolina, do,
hereby certify that JENNIFER M. HODCJI, personally appeared before me this day and acknowledged the
dUC, CXMItiOrl (IV the COFegOiII&I DCCLI.
Wituss my hand and official seal or stamp, this _jq4L_ day ot'November, 2013,
No
ar
My Commission f-l""pircs:
(NOTARY St"ALISTAMP)
11W'3jl'p
Umn"m

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Narne of Property Owner Requesting Permit: Town of Murfressboro,
Mailing Address: PO Box 6
Phone Number:
Email Address:
Murfreesboro, NC 27855
252-398-5904
[e-mail]
I certify that I have authorized Michael Leggett - PE I NCWRC
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all LAMA permits
necessary for the following proposed development:
King's Landing improvements - Town of Murfreesboro
at my property located at Hart Street, Murfreesboro, NC 27855
in H e rtfo rd County.
I furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
o.4
Signature
tdl
Print or Type Narne
Title
Date
This certification is valid through
DC'M- EEC

Leggvett, Michael W
From:
Scarbraugh, Anthony D CIV USARMY CESAW (USA)
<[e-mail]>
Sent:
Wednesday, November 16, 2022 129 PM
To:
[e-mail]
Cc:
Leggett, Michael W
Subject:
[External] Delineation Concurrence for Old US Hwy 258 / Como NC / Hertford County
(SAW-2022-01502)
Attachments:
PJD Figure (Kings Landing).pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
fiep_.Q�a m
Good Afternoon,
On July 6, 2022, we received information from NC Wildlife Resources Commission Of behalf Of the Town of
Murfreesboro requesting the Wilmington District, Regulatory Division to review and concur with the boundaries of an
aquatic resource delineation.
We have reviewed the information provided by you concerning the aquatic resources, and by copy of this e-mail, are
confirming that the aquatic resources delineation has been verified by the Corps to be a sufficiently accurate and
reliable representation of the location and extent of aquatic resources within the identified review area. The location
and extent of these aquatic resources are shown on the delineation figure, labeled Kings Landing Improvements PJD
Figure and dated August 29, 2022.
Regulatory Guidance Letter (RGQ 16-01 https://usace.contentdm.ocic,or utils etfile collection 16021co119 id 1256
provides guidance for Jurisdictional Determinations (JD) and states "The Corps generally does not issue a JD of any type
where no JD has been requested". At this time, we are only verifying the delineation. This delineation may be relied
upon for use in the permit evaluation process, including determining compensatory mitigation. "This verification does
not address nor include any consideration for geographic jurisdiction on aquatic resources and shall not be interpreted
as such. This delineation verification is not an Approved Jurisdictional Determination (AJD) and is not an appealable
action under the Regulatory Program Administrative Appeal Process (33 CFR Part 331). However, you may request an
AJD, which is an appealable action.
If you wish to receive a Preliminary Jurisdictional Determination (PJD), or an Approved Jurisdictional Determination (AJD)
please respond accordingly, otherwise nothing further is required and we will not provide any additional
documentation.
The delineation included herein has been conducted to identify the location and extent of the aquatic resource
boundaries and/or the jurisdictional status of aquatic resources for purposes of the Clean Water Act for the particular
site identified in this request. This delineation may not be valid for the Wetland Conservation Provisions of the Food
Security Act of 1985, as amended. If you or your tenant are USDA program participants, or anticipate participation in
USDA programs, you should discuss the applicability of a certified wetland determination with the local USDA service
center, prior to starting work,
V/r
Anthony Scarbraugh
FEB 1 5 2023
D "
C,M-ECO'

Anthomy5carbrnugh
Regulatory Specialist
0SArmy Corps ofEngineers
Washington Regulatory Field Office
2407VV. 5thStreet
Washington, N[278O9
Phone: (9l0)JS1-461Q
Email: orKhony.d.scarbr 4Ah@usacearmymU
We at the U.S. Army Corps o[ Engineers Regulatory Umooh are conmnoittedtn improving service to our customers. We
would appreciate your feedback mnhow me are performing our duties. Our automated Customer Service Survey Us
Thank you for taking the time to visit this site and complete the survey.

|—ACUANCENTPROPOERTYOWNER NOTIFICATIONS — Green Card Receipts
MufreesburoHistorical Association
NCDOT—DistrictOffiue
Carol Lang —14JOld USHwy 258(Physical Address) �
Carol Lang —539BenthaUBridge Road (Mailing Address) �

• Complete items 1, 2, and 3.
• Print your name and address on the reverse
so that we can return the card to YOU.
0 Attach this card to the back of the maliplece,
or on the front if space permits.
1, Article Addressed t"!
Carol Lang
li 142 Old US Hwy 258
Como, NC 27818
9590 9402 6909 1104 4750 86
9, Article Number (Transfer from service labs 1 1)
7021 0950I000Q 8032 9679
PS Form 3811, July 2020 PSN 7530-020-000-9053
• Complete Items 1, 2, and 3,
• Print your name and address on the reverse
so that we can return the card to you.
to Attach this card to the back of the mallplece,
or on the front If space permits.
1. Article Addressed to:
9590 9402 7056 1225 2618 45
P. Article NumbAr ITransfer from service )rt—h--h-
7021 0950 0000 8035 3391
11, July 2020 PSN 7630-02-000-9053
• Complete Items 1, 2, and 3.
Is Print your name and address on the reverse
so that we can return the card to you.
• Attach this card to the back of the mailplece,
or on the front if space permits.
1. Article Addressed to:
Debbie Hill - President
Murfreesboro Historical Association
PO Box 3
Murfreesboro, NC 27855
11111111111111111111111111111111111111111111111
9590 9402 6909 1104 4751 30
2. Article Number rronsferfebm service &b-1)
7021 0950 0000 i8035 3384
A. Signature E3 Agent
X El Addressee
13, Received by (Printed Nacre) C. Date of Delivery
D. Is delivery address different from item 17 Yes
f YES,'�snter delivery address below: Cl No
E('�0
FEB 1 5 2023
3, Service Type [I Priority Mail ExpressO
• Adult Signatu m wS Registered Maillm
• Adult SignatuMc
Re iste,ed mail Restricted
beE- Cr De?Irvery
JKCerflfled Mail
C) Certified Mail Restricted Delivery 13 Signature Confirmattonlm
on Signature
rConfirmation[3 celoot on Delivery rictod Delivery Restricted Darivery
Collect on Delivery Rest
fired Mail
jrf�H k�"J! restricted Delivery
Domestic Return Receipt
Cl Agent
X 0 Addressee
B. Received by (Printed Name) C. Date of Delivery
D, Is delivery address different from item 1? n Yes
If YES, enter delivery address below: 171 N If
>
3, service Type
Cl Priority Mail Express@
• Adult Signature
0 Registered MaIlTm
• Adult Signature Restricted Delivery
0 MIstered lvaj8 Restricted
d4ortified Malty
Do very
* Certified Mail Restricted Delivery
0 Signature Confirmation TM
* Callect on Delivery
El Signature Confirmation
* collect on Delivery Restricted Delivery
Restricted Delivery
lured Mail
cured Mail Restricted Deftery
-_tar 15001
Domestic Return
X Si nature
X ZAgent
0 Addressee
he(Wived by (tinted Name) C, D to of 0=eIIv
0
50 in
D. Is delivery address different from item 1? 0 Yes
If YES, enter delivery address below: El No
3. Service Type
0 Priority Mail Express@
• Adult Signature
0 Registered MaFm
• Adult Signature Restricted Delivery
Q Registered W1 Restricted'
'.Certified MallO
Delivery
CJ Certified Mail Restricted Delivery
0 Signature Confirmation TM
0 Collect on Delivery
LJ Signature Confirmation
11 Collect an Delivery Restricted Delivery
Restricted Delivery
assured Mall
, insured Mall RestWed Delivery
....'over $500)
F" EC
FEB 1 5 2023
PS Form 3811, July 2020 PSN 7530-02-000-9053
Domestlo Return Receipt ,

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION 0
Cameron Ingrain, Executive Director
CERTIFIED RETURN
RECEIPT REQUESTED
August 19, 2022
Carol Lang
142 Old US 2587
Como, NC 27818
RE: King's Landing Improvements — Fishing Pier
Permit 123-16 — Major Permit Renewal
fo Whom it May Concern:
The North Carolina Wildlife Resources Commission (NCWRC) is submitting plans and applications for review for a LAMA Major
Permit for construction of fishing pier at the site known as Kings handing (Murfreesboro, Herford. County). The constructiou project
is a joint effort between the Town of Murfreesboro and NCWRC to provide free public access to the Meherrin. River-.
As the adjacent riparian property owner to the aforementioned project, NCWRC is required to notify you of the development in order
to give you the opportunity to comment on the project. Please review the attached permit application and drawings.
Should you have any objections to this proposal, please sent your written comments to the Ronald Renaldi (District Manager),
Northeastern District Office, 401 S. Griffin Street, Suite 300, Elizabeth City, NC 27909 within 30 days of your receipt of this notice.
Such comments will be considered by the Department in reaching a final decision on the application. No comment within 30 days of
your receipt of this notice will be considered as no objection. Please let me know if you have any questions related to this project. I
can be reached at [phone] or via email at michael.leg��ncwildlife.org.
Sincerely,
oil,,*
Michael Leggett, PE
Engineer
enclosures
DCM' ", -10
Mailing Address: N.C. Wildlife Resources Commission • 1701 Mail Service Center • Raleigh, North Carolina 27699-1701
Telephone: [phone] • newildlife.org

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
Cameron Ingram, Executive Director
CERTIFIED RETURN
RECEIPT REQUESTED
August 19, 2022
Debbie Hill, President
Murfreesboro Historical Association
PO Box 3
Murfeesboro, NC 27855
RE: King°s Landing Improvements _. Fishing Pier
Permit 123-16 — Major Permit Renewal
To Whom it May Concern:
The North Carolina 'Wildlife Resources Commission (NCWRC) is submitting plans and applications for review for a CAMA Major
Permit for construction of a fishing pier at the site known as Kings Landing (Murfreesboro, Herfdrd County). The construction project
is a joint effort between the "Town of Murfreesboro and NCWRC to provide free public access to the Melierrin River.
As the adjacent riparian property owner to the aforementioned project, NCWRC is required to notify you of the development in order
to give you the opportunity to comment on the project. Please review the attached permit application and drawings.
Should you have any objections to this proposal, please sent your written comments to the Ronald Renaldi (District Manager),
Northeastern District Office, 401 S. Griffin Street„ Suite 300, Elizabeth. City, NC 27909 within 30 days of your receipt of this notice.
Such comments will be considered by the Department in reaching a final decision on the application. No comment within 30 days of
your receipt of this notice will be considered as no objection. Please let me know if you have any questions related to this project. I
can be reached at [phone] or via email at michael.'leggettQg ncwildlife.org.
Sincerely,
willof
Michael Leggett, PE
Engineer
enclosures
. " „
C
Mailing Address: N.C. Wildlife Resources Commission • 1.701 Mail Service Center • Raleigh, North Carolina 27699-1701
Telephone:[phone] • ncwildlife.org

0 NORTH CAROLINA WILDLIFE RESOURCES COMMISSION _0
Cameron Ingram, .Executive Director
CERTIFIED RETURN
RECEIPT REQUESTED
August 19, 2022
Michael Hill, PE — District Engineer
NCDOT— Field Office
230 NC Highway 42 W
Ahoskie, NC 27910
RE: King's Landing Improvements — Fishing Pier
Permit 123-16 — Major Permit Renewal
To Whom it May Concern:
The North Carolina Wildlife Resources Commission (NCWRC) is submitting plans and applications for review for a LAMA Major
Permit for construction of a fishing pier at the site known as Kings Landing (Murfreesboro, Herford County). The construction project
is ajoint effort between the Town of Murfi-eesboro and NCWRC to provide free public access to the Meherrin River.
As the adjacent riparian property owner to the aforementioned project, NCWRC is required to notify you of the development in order
to give you the opportunity to comment on the project. Please review the attached permit application and drawings.
Should You have any objections to this proposal, please sent your written comments to the Ronald Renaldi (District Manager),
Northeastern District Office, 401 S. Griffin Street, Suite 300, Elizabeth City, NC 27909 within 30 clays Of Your receipt of this notice.
Such comments will be considered by the Department in reaching a final decision on the application. No comment within 30 days of
your receipt of this notice will I be considered as no objection. Please let me know if you have any questions related to this project. I
can be reached at (9 19) 707-0083 or via email at Ln chAql.]eZgqtt@,tLicwildlife.org.
Sincerely,
Jlmi*
Michael Leggett, PE
Engineer
enclosures
RECEIVED
DCM-EC
Mailing Address: N.C. Wildlife Resources Commission - 1701 Mail Service Center - Raleigh, North Carolina 27699-1701
Telephone: [phone] - iiewildlife.org

Ljeglett, Michael W
From:
Sent:
To:
Subject:
Good Morning Mr. Leggett,
Hill, Michael R
Wednesday, September 7, 2022 10.54 AM
Leggett, Michael W
RE: Kings Landing - Improvements (LAMA Notification)
I have no objections to your project. I have previously filled out a hard copy expressing no objection. If you have not
already received this document by mail, hopefully it will be arriving soon.
Thanks,
Michael R. Hill, PIE
District Engineer
North Carolina Department of Transportation
252 513 6030 office
[e-mail]
230 NC 42 West
Ahoskie, NC 27910
A AFX
E-mail correspondence to and from this address is subject to the
North Carolina Public Records Low and may be disclosed to third parties
From: Leggett, Michael W <[e-mail]>
Sent: Wednesday, September 7, 2022 9:48 AM
To: Hill, Michael R <mrhi112@ncdot-gov>
Subject: Kings Landing - Improvements (CAMA Notification)
Mr. Hill,
Cv E
D C' M -- E C
The North Carolina Wildlife Resources Commission (NCWRC) is submitting plans and applications for review for a LAMA
Major Permit for construction of a fishing pier at the site known as Kings Landing (Murfreesboro, Herford County). The
construction project is a joint effort between the Town of Murfreesboro and NCWRC to provide free public access to the
Meherrin River.
As the adjacent riparian property owner to the aforementioned project, NCWRC is required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the attached permit
application and drawings.
Should you have any objections to this proposal, please send your written comments to the Ronald Renaldi (District
Manager), Northeastern District Office, 401 S. Griffin Street, Suite 300, Elizabeth City, NC 27909 within 30 days of your
1

receipt ofthis notice, Such comments will beconsidered by the Department inreaching xNma|decision mnthe
application.
IfNCDOThomnoo&ectonscou|dyoupleasecump|eteondmu6nok6acktomethe°Adjacent Riparian Landowners
Statement" form completed indicating that NCDOT has no objections.
Please let me know if you have any questions,
Michael Leggett, PE
Facility Construction Engineer
NC Wildlife Resources Commission
Mailing Address: 1718NC56
Creedmuor^NC27522
Email correspondence mand from this sender issobj*omthe woPublic Records Law and may be disclosed tothird parties.

Leggett, Michael W R E("Op I Vr~�~�
From: 401PreFi|e FFB I �282
Sent: Tuesday, May 24,2O2212:24PM
To: Leggett, Michael VV
Subject: Automatic reply: 401 Pre -filing Meeting Request DCM­EC
This email confirms receipt of your pre -filing meeting request. Please retain this email for your records and
submit this documentation as part of your 401 application (PCN Application) as required by federa I I aw. DWR
will not be able to accept your application without this federally required documentation. 401 applications
received without documentation that a pre -filing meeting request was submitted at least ]0 days prior will be
returned asincomplete.
Responses to this email are not monitored.
Background
OnApril (, 2022, the United States Supreme Court issued an order staying a lower court's vacatur of the
Trump Administration's 2U2U "Clean Rule" ("Federal Ru|e°). As a result of
the United States Supreme Court order, the Trump Administration's Federal Rule has sprung back into effect.
The Trump Administration's Federal Rule imposes additional procedural requirements on applicants for 401
Certifications and on0VVK'sprocessing ofthose applications. One requirement isthat 4Olapplicants must
request pre -filing meeting request at least 30 days prior to submitting their 4O1 application, [40 [F.R.
§221.41 In, turn, the Federal Rule requires that applicants include documentation of their pre -filing meeting
request in their 401 Certification application. |40 C.F.R §121.1; 40 C.F.R. §12I.5l. Please refer to the Federal
Rule for more information.
Per 40 CFR §121 and §121.5, a 401 Certification application that does not include the required pre -filing
meeting request documentation does not constitute a "certification request." Asaresult ofthe reinstatement
of the Trump Administration's Federal Rule, all 401 applications received after April 6, 2022 that do not have
documentation that apre-filing meeting request was submitted atleast 30days prior tosubmittal ofa4Ol
Certification application will bereturned as incomplete.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of staff contact
For Non -Transportation Central Staff:
For Non -Transportation Regional Staff:
For all Transportation Projects Including NCDOT Projects:

K - ADDITIONAL INFORMATION
CLOMR APPROVAL - 05/06/2022
CLOMR NARRATIVE
PREVIOUS CAMA MAJOR PERMIT- NCWRC PIER
FEB 1 52'023

hR Federal Emergency Management Agency
Washington, DC 20472
North Carolina Floodplain Mapping Program
Cooperating Technical State
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
The Honorable Ronald J. Gatling
Chairman, Hertford County Board of
Commissioners
115 Justice Drive, Suite I
Winton, NC 27986
Dear Mr. Gat] ing:
May 06, 2022
IN REPLY REFER TO:
Case No.:
Community Name:
Community No.:
21-04-4056R
Hertford County, NC
370130
E
We are providing our comments with this enclosed Conditional Letter Of Map Revision (CLOMR) on a
proposed project within your community that, if constructed as proposed, could revise the effective Flood
Insurance Study report and Flood Insurance Rate Map for your community.
If you have any questions regarding Floodplain management regulations for your community or the National
Flood Insurance Program (NFIP) in general, please contact the Floodplain Administrator for your community.
If you have any technical questions regarding this CLOMR, please contact the North Carolina Floodplain
Mapping Program (NCFMP) at [phone], or the Federal Emergency Management Agency (FEMA) Map
Information eXchange (FMIX) toll free at 1-877-336-2627 (1-877-FEMA MAP). Additional information about
the NFIP is available on FEMA's website at httV-s:/A"vAAern goy/flood-insui
about the NCFMP is available at h11Q://flQQd,nc.&ayLr1cf1ood. a. - anc_e
, and additional information
Sincerely,
Patrick "Rick" F. Sacbibit, P.E,, Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
Chris Koltyk, Assistant Director
Risk Management Chief
Nqrth Carolina Emergency Management
FEB 1 5 2023
DCU-EC'
Enclosure:
Conditional Letter of Map Revision Comment Document
cc: Mr. David Cotton, County Manager, Hertford County
Mr. Robert Mizelle; Floodplain Administrator & Chief Code Building Inspector, Hertford County
Ms. Carolyn Brown, Town Administrator/Floodplain Administrator, Town of Murfreesboro
Mr. Brian Dick; PhD, P.E- Freese and Nichols, Inc.
Mr. Scott Gentry, P.E., CFM, North Carolina Floodplain Mapping rrogrdtn
Mr. Steve Garrett, CrM, NFIP Coordinator, North Carolina Emergency Management

Page I of 6 Issue Date.' May 06, 2022 Casa No.: 21-04.4056R CLOMR-APP
Federal Emergency Management Agency
Washington, D.C, 20472
?
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT
COMMUNITY INFORMATION
PROPOSED PROJECT DESCRIPTION
BASIS OF CONDITIONAL REQUEST
CHANNEL17ATION
1 D—MR77ULIC ANALYSIS
Hartford County
UPDATED TOPOGRAPHIC DATA
North Carolina
COMMUNITY
(Unincorporated Areas)
COMMUNITY NO.: 370130
- - 6b.446,-71.088
IDENTIFIER I'll-fl - 140 -King$ Landing Fishing Pier SOURCE: Other DATUM: NuAN,",11uur3
AFFECTED MAP PANELS
TYPE: FIRM` NO.: 3710598800i DATE: August 0 ;'2009 FIRM- Flood Insurance Rate Map
TYPE: FIRM, NO.: 3720596900K DATE: August 03, 2009
FLOODING SOURCE AND REACH DESCRIPTION
Meheran River- From approximately 0.7 miles downstream of the crossing at Virginia Boulevard (US 258) to approximately 1.0 mile upstream of the crossing at Virginia
Boulevard (US 258) along Meherrin River, 11
Flooding Source
Meherrin River
River
PROPOSED PROJECT DESCRIPTION
Proposed Project Location Of Proposed Project
Channelization Approximately 800 feet upstream of crossing at Virginia Boulevard (US
258) along Meherrin River
SUMMARY OF IMPACTS TO FLOOD HAZARD DATA
Effective Flooding Proposed Flooding Increases
BFEV BFEs* Yes
Zone AE Zone AE Yes
Floodway Floodway Yes
BFEs - Base (1-percent-annual-chance) Flood Elevations
COMMENT
Decreases
Yes
None
Yes
pis document provides the Federal Emergency Management Agency's (FEMA's) comment regarding a request for a CLOMR for the project described above.
IS document Is not a final determination; It only provides our comment on the proposed project in relation to the flood hazard information show on the effective
itional Flood Insurance Program (NFIP) map. We reviewed the submitted data and the data used to Prepare the effective flood hazard information for your
mmunity and determined that the proposed project meets the minimum floodplain management criteria of the NFIP. Your community is responsible for
Proving 911 floodplain development and for ensuring that all permits required by Federal or StatPJCommonwealth law have been received,
ate/Commonwealth, county, and Community officials, based on their knowledge Of local conditions and in the Interest of safety, may -set higher standards for
-istruction In the Special Flood Hazard Area (SFHA), the area subject to Inundation by the base flood). If the State/Commonwealth, county, or community has
Dpled more restrictive or comprehensive floodpiain management criteria, these criteria take precedence over the minimum NFIP criteria.
s comment Is based on the flood data presently available. If you have any questions abo-M, "th7document, please contact the iFEMA Map Information eXohange (FMDQ
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse,, 3001 Eisenhower Avenue, Suite 500, Alexandria, VA 22304 6426.
Iftnal Information about the NFIP is available on the FEMA website at http:]Avwwfema,govinatiorial-flood-Insurance-program.
Patrick'Rick" F. SacbIbit, P.E., Branch Chief FEB
Engineering Services Branch
Federal Insurance and Mitigation Administration
21-04-4056R

Page 2 Of Issue
Date: May 06, 2022
Case No.: 21-044056R
CLOMR-APP
0%
Federal Emergency Management Agency
Washington, D.C. 20472
of'4
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
OTHER COMMUNITIES AFFECTED BY THIS CONDITIONAL REQUEST

Page 3 of 6
Issue Date: May 06, 2022 No.: 21-04-4056R
CLOMR-APP
---ICase
0 Federal Emergency Management Agency
Washington, D.C. 20472
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION
To determine the changes in flood hazards that will be caused by the proposed project, we compared the hydraulic modeling reflecting the proposed
project (referred to as the proposed conditions model) to the hydraulic
modeling used to prepare the Flood Insurance Study (FIS) (referred to as the
effective model). If the effective model does not provide enough detail to evaluate the effects of the proposed project, an existing conditions model must
be developed to provide this detail. This existing conditions model is then compared to the effective model and the proposed conditions model to
differentiate the increases or decreases in flood hazards caused by more detailed
modeling from the increases or decreases in flood hazards that will be
caused by the proposed project.
The table below shows the changes in the BFa
BFE Comparison Table
Flooding Source: Mehertin River
—,Is
BFE Change (feet)
Location of maximum change
Existing
Maximum increase
0,3
Approximately 1,0 miles upstream of the crossing at Virginia Boulevard (Us 258)
Effective
Maximum decrease
None
Not applicable
Proposed vs,
Maximum increase
0.1
Approximately 1,100feet upstream of the crossing at Virginia Boulevard (US 258)
Existing
Maximum decrease
0.1
Approximately 0.8 miles upstream of the crossing at Virginia Boulevard (US 258)
Proposed vs. I
Maximum increase —
0.2
Approximately 1.4 miles upstream of the crossing at Virginia Boulevard (US 258)
Effective
Maximum decrease
None
Not applicable
Increases due to the proposed project that exceed those permitted under Paragraphs (c)(10) or (d)(3) of Section 60.3 of the NFIP regulations must adhere
to Section 65.12 of the NFIP regulations. With this request, your community has complied with all requirements of Paragraph 65.12(a) of the NFIP
regulations. Compliance with Paragraph 65. 12(b) also is necessary before FEMA can issue a Letter of Map Revision when a community proposes to
permit encroachments into the effective floodplain/regulatory floodway that will cause BFE increases in excess of those permitted under Paragraph
60.3(d)(3)160.3(c)(I 0).
NFIP regulations Subparagraph 60.3(b)(7) requires communities to ensure that the flood -carrying capacity within the altered or relocated portion of any
watercourse is maintained, This provision is incorporated into your community's existing floodplain management ordinances; therefore, responsibility
for maintenance of the altered or relocated watercourse, including any related appurtenances such as bridges, culverts, and other drainage structures, rests
with your community. We may request that your community submit a description
and schedule of maintenance activities ne ar to spre'thi i
requirement, I Z
D C�fNA - E- Cl
s comment is based on the flood data presently available. If YOM have any questions about this document, please contact the FEMA Map Information eXchange (FMIX)
free at 1.877-336-2627 0-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 E@senhower Avenue, Suite 500, Alexandria, VA 22304 64126.
fitional Information about the NFIP Is available on the FEMA websRe at http:/Avwwfema.govtnatlonawflood-Insurance-program.
Patrick 'Rick" F. SacbIbIt, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
21-04-4056R
I

Page 4 Of 6 lIssue Date: May 06, 2022 -1
lCase No.: 21-04-4066R CLOMR-APP
,mom ART
Federal Emergency Management Agency
A Washington, D.C. 20472
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
DATA REQUIRED FOR FOLLOW-UP LOMR
Upon completion of the project, Your community must submit the data listed below and request that we make a final determination on
revising the effective FIRM and FIS report, If the project is built as proposed and the data below are received, a revision to the FIRM
and FIS report would be warranted.
" Detailed application and certification forms must be used for requesting final revisions to the maps. Therefore, when the map revision
request for the area covered by this letter is submitted, Form 1, entitled "Overview and Concurrence Form," must be included. A copy of
this form may be accessed at http://www.fem&gov/plan/prevent/fhmfdl —mt-2.shtm,
* The detailed application and certification forms listed below may be required if as -built conditions differ from the proposed plans. If
required, please submit new forms, which may be accessed at http'//www.fema.gov/Plan/pre'ventlfbWdl—mt-2.shtm, or annotated copies
of the previously submitted forms showing the revised information.
Form 2, entitled "Riverine Hydrology and Hydraulics Form.,, Hydraulic analyses for as -built conditions of the base flood, the 10-
percent, 2-percent, and 0.2 percent annual chance floods, and the regulatory floodway, must be submitted with Form 2.
Form 3, entitled "Riverine Structures Form.,,
, A certified topographic work map showing the revised and effective base and 0.2 percent annual chance floodplain and floodway
boundaries. Please ensure that the revised information ties in with the current effective information at the downstream and upstream ends
of the revised reach.
* An annotated copy of the FIRM, at the scale of the effective FIRM, that shows the revised base and 0.2 percent annual chance
floodplain and floodway boundary delineations shown on the submitted work map and how they tie into the base and 0.2 percent annual
chance floodplain and floodway boundary delineations shown on the current effective FIRM at the downstream and upstream ends of the
revised reach,
, As -built plans, certified by a registered Professional Engineer, of all proposed project elements
, A copy of the public notice distributed by your Community stating its intent to revise the regulatory floodway, or a signed statement by
your community that it has notified all affected property owners and affected adjacent jurisdictions.
- Docurnentation of the individual legal notices sent to property owners who will be affected by any widening or shifting of the base
floodplain and/or any BFE increases along Meherrin River.
lis comment Is based on the flood data Presently available. if you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX)
11 free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 800, Alexandria, VA 22304 6426.
Mitional Information about the NFIP Is available on the FEMA website at htto:/Avwwfema,nov/Pational-tood-Insurance-program.
Patrick 'Rick* F. Sacblbt, P.E., Branch Chief
FEB 1 5 2023 Engineering Services Branch
Federal Insurance and Mitigation Administration
2"4-4056R
D ('.%f V-,

Page 5 of to Ilssue Date: May 06, 2022
Case No.: 21-04-4056R I CI.C71R-APPI
Federal Emergency Management Agency
Washington, DC. 20472
D 5
GJ
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
DATA REQUIRED FOR FOLLOW-UP LOMR (continued)
- FEMA's fee schedule for reviewing and processing requests for conditional and final modifications to published flood information and
maps may be accessed at https.//cvxvw.femELgov/forms-documents-and-software/flood-map-related-fees. The fee at the time of the map
revision submittal must be received before we can begin processing the request. Payment of this fee can be made through a check or
money order, made payable in U3, funds to the National Flood Insurance Program, or by credit card (Visa or MasterCard only). Please
either forward the payment, along with the revision application, to the following address:
North Carolina Emergency Management, Risk Management
Attention: Scott Gentry
4218 Mail Service Center
Raleigh, NC 27699-4218
or submit the LOMR using the Online LOMC portal at: https:Aazards.fema.gov/fernaportal/onlinelome/signin
After receiving appropriate documentation to show that the project has been completed, FEMA will initiate a revision to, the FIRM and
FIS report. Because the flood hazard information (i.e., base flood elevations, base flood depths, SF AS, zone designations, and/or
regulatory floodways) will change as a result of the project, a 90-day appeal period will be initiated for the revision, during which
community officials and interested persons may appeal the revised flood hazard information based on scientific or technical data.
V L.� D
FEB 1 5 2023
- E C
s comment is based on the flood data presently available. If you have any quesdofts about this document, please contact the FEMA Map Information eXchenge (FMIX)
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304 6426.
litional Information about the NFlP Is available on the FEMA website at hftp:/Avww.fema.gov/national-flood-Insurance-program.
Patrick "Rick" F. Sacb1bit P.E., Branch Chief
Engineering Services Branch
Federat Insurance and Mitigation Administration,
21-04-4056R

Page 6 of 6 1 Issue Date: May 06, 2022
ease fla,: 21-04-4056R
AR
Federal Emergency Management Agency
Washington, D,C, 20472
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
CONINWINITY REMINDERS
CLOMR-APP
We have designated a Consultation Coordination Officer (CCO) to assist Your community. The CCO will be the primary liaison between
your community and FEMA. For information regarding your CCO, please contact:
ID,
M - E C.0
Ms. Jacky Brij
Director, Mitigation Division
Federal Emergency Management Agency, Region IV
Rhodes Building, 3005 Chamblee Tucker Road
Atlanta, GA 30341
[phone]
comment is based on the flood data presently available, if youhave any questions about this document, please contact the FEMA Map . Information eXchange (FMIX)
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addresd to the LOMC Cleannghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304 6426.
litional Information about the NFIP is ava4able on the FEMA website at hftp:/Mww.tema.gov/national-good-insurance-program,
Patrick "Flick" R Sacbbl. P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
21-04-4056R

1Main Campus Dr, Suite 1I08 ` Raleigh, North Carolina 276O@ ~ 919-582-5859 ^ fax [phone] www.freeuecomm
N[MT-ZLOK4CDepot North Carolina FloudplminMapping Program
4J18Mail Service Center
�~��_���_��
�����~
Raleigh, NC2769g-4218 ~~~
FFB 1 5 2023
Kings Landing improvements Project Narrative
������ ����
Conditional Letter ofKOmpRevision (CLOKAR) ��������-����
January 2020
The North Carolina Wildlife Resources Commission (N[VVRC)isproposing improvements toKings Landing
that include a, fishing pier to provide public fishing access along the K8eherrim River in the Town of
Murfreesboro, North Carolina. The purpose of this letter is to describe the hydraulic modeling conducted
%oassess the impacts that the proposed improvements cause onthe 1% Annual Chance Event (also called
the Base Flood) water surface elevations in the vicinity. Thiis effort was undertaken in support of an
application package for a Conditional Letter of Map Revision (CLO&4R) for the Federal Emergency
Management Authority (FEMA). In North Carolina, the review duties and responsibilities are delegated to
North Carolina Flood Mapping Program, which isaFEMACooperating Technical Partner (CTP)for projects
that are proposed in the state's mapped floodplains and n,on-encroachment areas.
Project Background and Location
This project involves the construction of fishing pier which will provide public fishing access, to the
Meherrin River via Hart Street. The pier includes two switchback ramps and is 90-feet long by 8-feet wide
atits longest run, aoshown mnthe attached plans (Evhibf 6).The project also involves some tree removal
and the construction of concrete walkway.
The project location is shown on FEMA FIRM panel 3720596800J, effective August 3 rd , 2009, This area is
mapped asZone AE,which designates areas in the 1%annual chance event special flood hazard area
studied using detailed methodology. There ioa regulatory mapped flomdway which depicts the channel
of a stream, plus any adjacent floodplain areas, that must be reserved so that the 1% annual chance flood
can he conveyed vvi1buui increasing in flood elevations more than a designated amount. The proposed
improvements are located approximately 800 feet upstream of the US-258 bridge,

I Main Campus Dr, Suite z2O0 ^ Raleigh, North Carolina 27606 ' 919-583-5859 ^ fax [phone] wwwfreeseznm
The existing surface data used were from UDAR downloaded through the North Carolina One Map
webpage combined with field survey in the vicinity of the proposed pier. All elevations reference the North
American Vertical Datum of1988(NAVD88)and maps are shown in North American Datum (WAD) 1983
State Plane North Carolina (US feet).
Hydrology
The flood insurance study (F|S)for Hertford County indicates that the hydrologic analyses, except for
gaged flooding sources, were performed using the urban or rural regression equations developed by
United States Geologica I Survey (USGS). No revisions were made to the FEMA effective hydrology.
Methodology
FNI obtained the effective model, copied it onto its computers and ran the model which is referred to as
the duplicate effective model. Water surface elevations from the duplicate effective model were then
compared to published effective base flood elevations (UFE), the 100-yearrcturn interval flood. VVate,
surface elevations were the same at comparative locations. FN| then reviewed the model for any errors
or discrepancies in geometry and configuration based on review of LiDAR topography and inspection of
the project site. During this review, it became apparent that a significant topographic feature was not
fully included in the duplicate effective model. This feature is the relict ruadvvaymmhvnkment/fi|] of the
former VI Highway 2S8, which once crossed the Meherrin River upstream of the current US 258 bridge.
Although the bridge was removed. the roadway fill embankments were not removed and remain as m
significant encroachment/blockage toflood flows (see Figure 1). To represent this feature, cross -sections
were added on the upstream, downstream and top of the feature and extended across the full extent of
thef|oodp|ain. Ineffective flow areas were added tothe model at these cronsswct|onsnnd also at
upstream and downstream cross -sections inordertpmodel the effects of the relict roadway embankment
onBFEs. Expansion and contraction coefficients were also changed to 0.3 and 0.5, respectively, at sections
upstream and downstream ofthe former roadway embankment,
In order to compare the effects of the proposed fishing pier on 8FE'swith pre -project conditions, five
cross sections were added in the corrected effective model where the proposed work is to be completed
(RS6S468,65451,6S42I,65l63,55343). Relative, roughness values were similar toroughness values in
proximal cross sections and ineffective finvv areas were included in the added cross sections. Atota| of

FREESE
z
NONNIZAICHOLS
1 Main Campus Dr, Suite 1200 - Raleigh, North Carolina 27606 , 919-582-5859 - fax [phone] www.freese.com
eight cross sections were, added between cross sections 65895 and 64688. This model was referred to as
the "Corrected Effective" model and run.
RE C"
-EB 1 5 2023
CM -EC
Figure 1. Digital Elevation Map (DEM) of project area and effective cross -sections. Cross -sections were added to the duplicate
effective model to copture the effects of the former roadway embankment on hose flood elevations, and the model was renamed
as "Corrected Effective".
An encroachment analysis was completed for the Corrected Effective conditions models using the
duplicate encroachment stations as a guide. The target water surface change (referred to as surcharge)
was initially set at 1.00 feet and the encroachment stations were adjusted until all surcharge elevations
were 1,011 feet or less.
The Corrected Effective model was copied and changes were made to the model geometry where the
proposed work is to be completed. This model scenario was referred to as the Proposed Conditions
model. Modifications to reflect the proposed project were made to the cross sections between and
Page 1 3

1Main Campus Dr, Swite12o0 ^ Raleigh North Carolina Z7GO6 ^ 819-582-5859 ' fax 919*82-5851 www.freese.com
including 65D9Gand 65363. Changes included adding blocked obstructions (to model the proposed pier),
ineffective Uovx areas and cross -sectional topoOmphy. The geometry of the proposed fishing pier was
taken from the design drawings and modeled as blocked obstruction, including the railings, piers and
other features of the pier, in order to fully assess the impact of the proposed fishing pier on BFEs.
In order to mitigate flood imipacts upstream from the proposed fishing pier, a modification of the former
roadway embankment is proposed that involves removing a portion of the roadway embankment fill in
order twexpand flood conveyance area. Approximately 1.S'depth ofmaterial isproposed tmberemoved
from the southern half nfthe former roadway embankment, lowering the top ofroadway embankment
and placing the material on the northern half of the roadway embankment by a depth of approximately
1.5'. This would lower the elevation, ufthe southern half ofthe embankment to approximately 15'MSL
and raise the northern half mfthe embankment toapproximately 18'&4SL. The total quantity offill tobe
moved would beapproximately 1SOOCY(see Figure I). This was modeled 6yadjusting the cross-section
geometry at Station 656&1tmreflect the lowering of one side ufthe embankment and the raising ofthe
other side, m/Woh opens up conveyance area aind mitigates impacts of the proposed fishing pier on
upstream BFE's. Ineffective Mmvv areas were adjusted accordingly to reflect the lowering of the
embankment. As a result of the change, the Proposed model shows a lowering of &FEs compared with
Corrected Effective conditions except in the immediate vicinity of the pnupmo«d fishing pier, where a
maximum rise ufO.O7^isshown atStation G5y21. This work |sproposed tm6ecompleted atthe time of
construction of the fishing pier and will be accomplished with grading equipment and appropriate
sediment and erosion control measures.

mFREESE
z
WICHOLS IA.,,
I Main Campus Dr, Suite 1200 * Raleigh, North Carolina 27606 , 919-582-5859 - fax [phone] www.freese.com
Figure2. Aerial view showing area of proposed modification of former roadway embankment berm to increase flood conveyance.
The area highlighted red will be modified through cut and fill to open up conveyance area around the proposes' fishing pier.
The proposed conditions model was run and the BFEs between corrected effective and proposed
conditions were compared. An encroachment analysis was then run to determine the encroachment
stationing under proposed conditions (Proposed Floodway). The target water surface change (referred
to as surcharge) was initially set at 1.0 feet and the encroachment stations were iteratively adjusted until
all surcharge elevations were 1.01 feet or less.
FEB 1 5 2023
DCV-1-- C Page 15

1 Main Campus Dr, Suite 1200^Raleigh, North Carolina 2760«~919-582-5859^fax [phone] mw�ree5e.mm
Findings
The largest increase in Base Hood Elevations between the Corrected Effective model and Proposed
Conditions was U.O7"which occurs atcross section GS721. Cross section 65721islocated approximately
60feet upstream ofthe upstream extent ofthe proposed work area. This increase diminishes bythe next
upstream cross section upstream (65895) which is located 186 feet upstream of cross section 65721. At
cross section 65895 the Proposed Conditions BFE was O�.07 feet lower than Existing Conditions. This
suggests the increase in the QFE goes to zero much closer to the proposed work area and is somewhere
between 58 feet and 185 feet upstream of the proposed work area. All the proposed conditions &FEo
were equal or lower than the Corrected Effective BFEs upstream of cross section 65895.
The encroachment stationing changed from existing conditions to proposed conditions. The stationing
change varied between 7.8 feet landward to 1001 feet riverward. The maximum change riverward (100.1)
occurred atcross section 65895 and at the next cross section located upstream, cross section 69093
(located'3,198 feet upstream) this change reduced to 5.8 feet riverward. The change went tp&0feet hy
the next cross section upstream (cross section 71751) which was located 2,658 feet upstream of cross
sectimn69O9l The largest landward encroachment station change (7.8 feet) was located at cross section
65343. There was nuchange (O.Ofeet) atthe next cross section downstream.
Regulatory Requirements of 4,4 CFR §65.12
Because thiisproject will have construction within the flmm6wuy which cause the BFEstoincrease (more
than 0,00 feet), then the conditions in NFIP Regulation 44 CFR Ch. 1, Section 65.12 must be met:
& An evaluation of alternatives, which, would not result in a BFE increase above that permitted
demonstrating why these alternatives are not feasible: Over 20 feasibility alternatives were
attempted to eliminate the rises associated with the project. Due to the nature of the project
(providing fishing access), it is not feasible to locate the project outside of the regulatory floodway,
m Sample documentation of individual legal notice to all aiffected property owners within and outside
of the community, explaining the impact of the proposed action on their property is provided in
Exhibit 6 and will be delivered to property owners after initial review of this study by NCFIVIP.
a Concurrence of the Chief Executive Officer (CEO) and any other communities affected by the
proposed actions is provided in Exhibit 1 (Form 1).
Page 16

MFREES�E
'WICHOLS
I Main Campus Dr, Suite 1200 * Raleigh, North Carolina 27606 - 919-582-5859 - fax 919-5,82-5851 www.freese.com
0 Certification that no structures are located in areas that would be impacted by the increased base
flood elevation is provided in, the following section.
Conclusion
The proposed improvements at Kings Landing cause a maximum rise in water surface elevations of the
1% annual chance event, which occurs at cross section 65721. The fl'oodway model was run to adjust the
encroachment stations such that reasonable surcharge values were obtained. The maximum change in
encroachment stationing was approximately 100 feet, which is a relatively small percentage of the
overall floodplain width in this watershed.
The results of this modeling effort demonstrate that the construction of the proposed fishing pier would
cause a maximum rise in BEE at cross section 65721 and an average decrease of 0.1 feet for the
remaining upstream reach. No structures are located in areas that would be impacted by the increased
base flood elevation. The preceding narrative description of the modeling efforts undertaken is
provided in support of a CLOMR application for your consideration, if you have any questions about the
process used to develop the modeling results or any other comments, please to not hesitate to contact
me at 864-506-1465 or bryan,di',[e-mail].
Sincerely,
l'L'-1 t V
FED 1 5 2023
Bryan Dick PhD, PE, PH
Associate DC M--EC
0
cc: Daniel Cabe (NCWRC)
Ian Jewell (FNI)
Attachments
Exhibit 1— MT-2 Checklist and Application Forms (Forms I — 3)
Exhibit 2 -- Hydraulic Analyses Documentation
0 2A — HEC-RAS Results Tables and Comparison
Page 1 7

Permit Mass Kermit Number
laIEVG"' 123�I G
STAFF CUB` NORTH �C,;AROLINA
Department of Environmental Quality
and
Coastal Resources Commission
r
D r for
� �� „" .� Major Development in an Area of Environmental Concern
pursuant to N+CGS 113A-118
Excavation and/or filling pursuant to NCGS 11 -229
Issued to Torun of Murfreesboro P+U Box b Murfrecsboaro NC' 27855
Authorizing development in Hertford County at adjacent to the'Meherrin River' in Murfreesboro,
as requt sted in the permittee's application dated 9/20/16 (NIPµ/, MP-3), 8f8/Ib (MP-
2), and 8/12/16 (MP-4) including attached workplan drawings (4), sheets 4 & 7 of 7 dated 7/21/16, FP-2.1 and PP-8;0 dated 8/16.
This permit, issued on I)ece her l6, 2t116' -, , is subject to compliance with the application (where consistent
with the pennit), all applicable re ulations,'special conditions and notes set forth below. Any violation of'these terms may
be subject to fines„ imprisonment or civil action; or may cause the permit to be null and void,
fishing Pier l"acil'it�
1) This permit authorizes only the pier and other structures and oases located in or over the water that are
expressly and specifically set forth in the permit application. No other structure, whether floating or
stationary, shall become a permanent partof this fishin pier facility without permit modification. No
non -water dependent uses of structures steal l be conducted on in or over public "Trust waters without
permit modification.
2) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the
U.S. Coast Guard, through regulation or otherwise, On the'aitthorized facilities. At a minitnum,
permanent reflectors shall be attached to the structure in order' to make it more visible during hours of
darkness or inclement weather.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other Signed by the authority of the Secretary of DEQ and the
qualified persons within twenty (20) days of the issuing date. Chairman of the Coastal resources Commission,
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance. /
Any maintenance work or project modification not covered ( I?,r x'on C. Davis, Director
hereunder requires further Division approval. Division of Coastal Management
All work must ceast;'when the permit expires on
This,pe►mit and its conditions are hereby accepted,
December 31 201
In issuing this permit, the Mate of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signdture of Permitfee

Town of Murfreesboro Permit No. 1.23-16
Page 2 of 3'
ADDITIONAL CONDITIONS
3) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
4) This permit dens not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States'in the public
interest,
Shoreline Stabilization
) In order to reduce the potential for negative effects on the spawning migration of anadromous fish, no
excavation or filling shall be permitted between February 15 and June 30 of any year without the prior
approval of the Division of Coastal Management, in consultation with appropriate resource agencies.
6) The alignment of the permitted rip rap shall be verified by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the Mart of construction.
") The rip rap material shall consist of clean rock or masonry materials such as, but not limited to, granite,
marl, or broken concrete. It shall be of size sufficient to prevent its movement from the site by wave or
current action.
Poland IDevelo meat
8) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the access road, parking
area, concrete sidewalk, and rather associated infrastructure, all as expressly and specifically set forth in
the attached permit application and workplan drawings.
Sedimentation and Erosion Control
9',) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property.
1 Q) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent wasters.
11) Aground cover sufficient to restraint erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes.
General
12) The temporary placement or doublehandling of excavated or fall materials within waters or vegetated
wetlands' is not authorized.
13) No excavation or filling of any vegetated wetlands is authorized by this permit,

Town of Murfreesboro Permit No. 123-16
Page 3 of 3
ADDITIONAL CONDITIONS
14) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third Party without the
writtenconsent of the Division of Coastal Management,
15) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required,
NOTE: The U.S. Army Corps of Engineers authorized the proposed project by way of Programmatic
General Permit 198000291 and assigned the project Action ID No. SAW-2016-02201.
NOTE: The N.C. Division of Water Resources authorized the project by 'way of General Water Quality
Certification 3900 and assigned the DWR Project No. 2016-1052,,
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within. 30 feet of the normal water level,
NOTE An application processing fee of $400 was received by DCl'vi for this project.
y ak %
FE8 1 5 2023
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