20221632 Ver 1_CAMA Application_20221118

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Town of Beaufort
Project NAME: Stormwater Drainage System Improvements
2. LOCATION OF PROJECT SITE: Adjacent to an existing USACE Federally
Maintained Channel and Basin adjacent to Town Creek and Taylor Creek, adjacent to 610
Craven street to 1410 Front Street, Beaufort, Carteret County.
Coordinate Longitude:76°39'06.90" Latitude:34°42'45.10"
Longitude: 76°39' 15.69" Latitude: 34°42'45.19"
Longitude:76°39'32.20" Latitude:34°42'24.61"
3. INVESTIGATION TYPE: D&F, CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 9/5/2022
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received- 8/29/2022
Application complete-10/21/2022
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Beaufort
Land Classification from LUP — Residential
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Municipal Sewer System
Planned — None
(F) Type of Structures: Existing — asphalt roads, docks, bulkhead, driveway
Planned — Increased diameter of existing stormwater pipes
(G) Estimated Annual Rate of Erosion: NIA
Source — NIA
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Coastal Wetlands
N/A
N/A
NIA
(B) Non Vegetated Wetlands (open
N/A
N/A
N/A
water)
(C) Other — (High ground
N/A
ft2
(Temporarily
disturbance)
Disturbed) 3,090
ft2
(D) Total Area Disturbed: 3,090 ftz
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No

Field Investigation Report:
Town of Beaufort
Page 02
Protect Summary:
The applicant is proposing to increase the diameter of existing stormwater pipes at three
different locations within the Division's Area of Environmental Concern (AEC). The areas
of increased stormwater pipe diameter are adjacent to the properties located at 1410 - 1325
Font Street, 1111- 1117 Front Street, and 610 Craven Street, within Taylor and Town Creek,
Beaufort.
9. Narrative Description:
The proposed Town of Beaufort Stormwater Improvement Project has Project Area 1
located at a headwall of an existing 18" concrete pipe at 1325 Front Street, within Taylor
Creek, a creek connected to the White Oak River Basin, within the Town of Beaufort. The
project area is found by turning off Highway 70 in Beaufort and turning onto Front Street.
The Project Area 2 is located at a headwall of an existing 15" terracotta pipe at 1111 Front
Street, within Taylor Creek.
Project Area 3 is located at a 2 1 " corrugated metal pipe at 610 Craven Street within Town
Creek, a Creek connected to the White Oak River, within the Town of Beaufort
The existing stormwater pipes terminate at or below the normal high water (NHW) line.
The high ground proposing to be disturbed in association with new culverts and headwalls
is 44,700 ft. square feet. The high ground consists of typical yard grasses, ornamental
trees, and shrubs, residential homes, driveways and sidewalks. The existing areas of the
stormwater pipes include rock and concrete bulkhead areas, natural shorelines (610 Craven
street, private docking facilities, and bulkheads.
The proposed development is a public project. There are residential properties to the east
and west of the project area. The Carteret County Land Use Plan classifies this project area
as residential and the future land use designates this area as medium density residential
(Project areas 1 & 2) and conservation and open space (Project Area 3). This area of
Taylor and Town Creek is not classified as Primary Nursery Area and is closed to the
taking of shellfish. The proposed areas of the stormwater pipe terminus fall within waters
designated as SC by the Division of Water Resources.
A scoping meeting for this project occurred on the 7`h of April, 2022.
10, Protect Description:
The current proposal is to increase the existing stormwater pipes which range from 15"-
21" with 36" HP pipe (Project Areas 2 &3) and 30" high pressure (HP) reinforced
concrete pipe (RCP) (Area 1). All of the new HP RCP pipes and headwalls will be
installed with duckbill check valves to prevent backflow of tidal waters into the

Field Investigation Report:
Atlantic Seafood Redevelopment
Page 03
stormwater pipes. The proposed work will not increase the amount of stormwater that
drains into nearby Creeks and wetland areas. An existing 8" pipe at Front Street and Belle
Air will be eliminated and filled with fillable flow.
Project Area 1 will replace the existing 18" outlet on front street, located 60' of the
intersection with Seaview St. with a 30" MP Storm Pipe outlet and remove the existing 8"
stormwater pipe south of the intersection of Front and Belle Air St.
Project Area 2 will replace an existing 15" outlet currently located at the intersection of
Hill St. and Front St with a 36" HP pipe and will divert most of the water that currently
runs to another 15" pipe located 250' west of the proposed outlet at the intersection of Hill
St. and Front St.
Project Area 3 will be located approximately 65' to the west northwest of the property
located at 610 Craven St. The existing 21" CMP outlet will be replaced with 36" HP pipe
outfall and headwall will be located within the undeveloped area of wetlands to the west
northwest of 610 Craven St. across the street.
The Town is also proposing to improve manhole covers and pipe linings to aid in
eliminating cross contamination with the existing stormwater and sanitary sewer systems.
I1. Anticipated Impacts:
The stormwater pipe replacements within Town and Taylor Creek would temporarily
disturb 3,090 ft2 of high ground areas within the CAMA AEC of upland area within the
75' AEC. The placement of riprap around the outfall pipes to prevent erosion would be
limited to the existing footprint of existing outfall pipes within the project areas. The
increases in suspended sediment and turbidity levels from the work will be temporary.
Upland disturbances associated with the work may cause traffic delays and temporary
disturbances to upland properties.
Name: Curt Weychert Date: 10/31/2022 Morehead City

Town of Beaufort
Stormwater Drainage System Improvements
CAMA Application
Project Narrative
The Town of Beaufort is seeking to upgrade a portion of their stormwater infrastructure in
order to reduce he frequent flooding which occurs during rain events. The existing pipes to be
upgraded are sized between 8" and 21". The existing system discharges into an Estuarine and
Deepwater habitat, Taylor Creek (El UBLx, SC), and an Estuarine and Marine Wetland habitat,
Town Creek (E2EM 1 Pd, SC). The Town has obtained USDA-RD grant and loan funds for three
projects within the Town. They include water distribution improvements, sanitary sewer
rehabilitation improvements and stormwater system improvements. The sanitary sewer
rehabilitation work is primarily focused on the elimination of I&I in the system throughout the
gravity sewer system through making point repairs, lining of pipe and manhole replacements. This
will aid in eliminating cross contamination with the existing stormwater system. With the
stormwater improvements proposed, there will be an added level of protection against the potential
for cross contamination with existing sanitary sewer gravity lines.
The proposed project will seek to upsize the pipe from 15" to 36" HP Storm Pipe and RCP and
will generally be in the same location or close to the existing pipe. The increase in the impervious
surface will be negligible. Two of the three proposed discharges are in the same location as the
existing discharge, however one existing 8" stormwater discharge at Front Steet and Belle Air will
be eliminated, resulting in a net zero added discharge. The discharge outlet at the intersection of
Front and Queen Streets will be replaced in a future project and the current proposed project will
replace the pipe up to the manhole before the outlet. Below is a description of each of the discharge
outlets where we are constructing or replacing outlets into bodies of water, the page numbers
correspond to the enclosed preliminary plan sheets.
Page 3C1, we are replacing an 18" outlet on Front Street, 60' feet west of the intersection
with Seaview Street, with a 30" HP Storm Pipe outlet. The proposed outlet will discharge
into Taylor Creek. This will provide for the abandonment of an 8" outlet that exists south
of the intersection of Front Street and Belle Air Street and which currently goes underneath
a house.
Page 3C5, we are constructing a 36" HP Storm Pipe outlet at the intersection of Hill
Street and Front Street. This will divert most of the water from an existing 15" outlet 250'
west of the proposed outlet, the 15" outlet will stay in operation. The existing and proposed
outlet discharge into Taylor Creek.
Page 3C7, we are replacing a 21" CMP outlet at the end of Craven Street with a 36" HP
Storm Pipe outlet at the same location. The outlet discharges to a ditch that discharges to
Town Creek a few hundred feet downstream.
It is envisioned that a precast concrete headwall will be utilized at each new outlet and include a
duckbill style backflow prevention valve to prevent the backflow of tidal waters into the storm
drainage system. Due to the flat topography in the Beaufort area and conflicts with existing
utilities, the new outlet discharge elevations are proposed to be at similar elevations as the existing
piped discharges below; most being below sea -level.
The project proponent hereby certifies that all information contained herein is true, accurate, and
complete to the best of my knowledge and belief. The project proponent hereby requests that the
1 I P a g e RECEIVED
OCT 1 h An

certifying authority review and take action on this CWA 401 certification request within the
applicable reasonable period of time.
Pr-C IVED
2 l P a g e 0 C I �5 �
[]Gill)-MHD erry

Den MF-1
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
I. Primary Applicant( Landowner Information
Business Name
Town Of Beaufort
Project Name (if applicable)
Stormwater Drainage System Improvements
Applicant 1: First Name
Everette
MI
T
Last Name
Clark
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
701 Front Street
PO Box
390
City
Beaufort
State
NC
ZIP
28516
Country
Carteret
Phone No.
252 - 528 - 8769 ext.
FAX No.
Street Address (if different from above)
City
State
ZI P
Email
[e-mail]
2. Agent/Contractor Information
T
Business Name
Rivers & Associates, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Scott
PM
Godefroy
Agent/ Contractor 2: First Name
MI
Last Name
Thomas
C
Wilkat
Mailing Address
PO Box
City
State
107 East 2nd Street
929
Greenville
NC
ZIP
Phone No. 1
e No. 2
27858
252 - 752 -
4135 ext. 211
F252- 752 - 4135 ext. 244
FAX No.
Contractor #
252 752 3974
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Fornt continues on back DECEIVED
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
See Attached
NIA
Subdivision Name
City
State
zip
N/A
Beaufort
NC
28516 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 528 - 8769 ext.
NIA, ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Taylor CreeklTown Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Taylor CreeklTOwn Creek
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Beaufort
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
20
1,000
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NIA
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
7 ❑NHW or ®NWL
e. Vegetation on tract
Grass and planted treestbushes from residential yards
f. Man-made features and uses now on tract
Roadways and sidewalks, existing stormwater utilities
g. Identify and describe the existing land uses admiacent to the proposed project site.
Residential
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom? NIA
I. Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No ❑NA
National Register listed or eligible property?
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DECEIVED
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes [--]No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Adequate. Wastewater utilities will not be affected by this project
o. Describe existing drinking water supply source.
Adequate. Drinking water water utilities will not be affected by this project
p. Describe existing storm water management or treatment systems.
Stormwater utilities are in poor shape with inadequate size and with no treatment systems, the goal of this project is to improve,
but not expand, the stormwater management system.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial NPubliclGovernment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The project is to upgrade the existing stormwater utilities
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.
Cut and cover trenches
d. List all development activities you propose.
Installation of new stormwater pipes and structures, installation of outlets with headwalls, direct removal of existing
stormwater utilities or abandonment by flowable fill.
e.
Are the proposed activities maintenance of an existing project, new work, or both? new work
f.
What is the approximate total disturbed land area resulting from the proposed project? 1.26 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Project Area 1: Stormwater currently flows to Taylor Creek through an 8" terracotta pipe underneath a house at 1410 Front
Street and through an 18" concrete pipe at 1325 Front Street. Proposed to abandon 8" pipe and stormwater will flow to
existing 18" pipe which will be replaced with a proposed 30" HP Storm pipe at the same location with a proposed headwall.
Area 2: Stormwater currently flows to Taylor Creek through a 15" terracotta pipe at 1111 Front Street. Existing line will be
kept active and retain 23% of current flow, while 77% will be diverted to proposed 36" HP Storm pipe outlet with headwall at
1117 Front Street, 280 feet east of existing outlet. The outlet pipe will be equipped with a duckbill checkvalve.
Area 3: Stormwater currently flows to Town Creek through a 21" corrugated metal pipe at 610 Craven Street. This pipe is to
be upgraded to a 36" HP pipe with headwall at the same location. The outlet pipe will be equipped with a duckbill checkvalve.
i.
Will wastewater or stormwater be discharged into a wetland? ®Yes ❑No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes NNo ❑NA
j.
Is there any mitigation proposed? ❑Yes NNo ❑NA
If yes, attach a mitigation proposal.
0
<Form continues on back> AUG 2 9 2022
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
S. 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) (9 are always applicable to any major development application. Please consult the. application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name See Attached Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.G. Environmental Policy Act (N.C.G.S. 113A i-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that t e information provided in this application is truthful to the best of my knowledge.
Date Print Name E. Todd Clark
Signature -
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts GNF-A V FD
MDCM MP-3 Upland Development
❑DCM MP-4 Structures Information
AUG 2 9 ?oz�
l)CM-!!AHD CITY
252-80a-2808 .. 1-888-41RG BAST . www.necoastalnianagemen.t.net

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. NIA
3 Culverts with headwalls
c. Density (give the number of residential units and the units per
acre).
NIA
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?
®Yes ❑No ❑NA
(ii) If yes, list the dale submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0-1 %
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
0-0.1%
j. Describe proposed method of sewage disposal.
NIA
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface Runoff
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
44700 sf
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Manhole Covers, concrete headwalls
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: April 7, 2022
k. Have the facilities described in Item (1) received state or local
approval?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
®Yes ❑No RNA
if yes, attach appropriate documentation.
RECEIVED
AUG 2 9 2022
OGM-MHD CITY
252-808-28082 :: 1-888-4RCOA5T n www.nccoastaloAnagement.net revised: 12/26/06

Fcm-r. OCNI Mom-3 (Up hind Developavneetit9 Pace 2 0 2)
m. Describe proposed drinking water supply source (e.g., well
community, public system, etc.)
NIA
o, When was the lot(s) platted and recorded?
NIA
Date
Stormwa ter Drainage System Improvements
Project Name
E. Todd Clark
Applicant rne�r'�l
t!
Applicant Aignature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
AUG 2 9 2027.
DCM-MHD CITY
2-52-808-2808 :: 1.888-4RCOAST :: wvw nccoastaItalet revised: 12126/06

9/13122, 4:06 PM Mail - Thomas Wilkat - Outlook
B Send 0 Attach - iil Discard • • •
To Bcc
Cc
Fw: [External] Re: Town of Beaufort Preliminary Stormwater Improvements
From: Weaver, Cameron <cameron.weaver@ncdenrgov>
Sent: Thursday, March 10, 2022 1:34 PM
To: Bodnar, Gregg <[e-mail]>; Brownlow, Roy D <roy.brown [e-mail]>; Harding,
Kimberlee k<[e-mail]>; [e-mail] <[e-mail]>;
[e-mail] < kat h ryn_matt hews@ fws.gov>; Dunn, Maria T. <[e-mail]>; Hall,
Rhonda B <[e-mail]>; Johnson, Kelly <[e-mail]>; Hair, Sarah E SAW
<[e-mail]> ([e-mail]) <[e-mail]>; Charles, Thomas P
CIV USARMY CESAW (US)<[e-mail]>; Snider, Holley <[e-mail]>; Perry,
John M <[e-mail]>; Meshaw, Greg <[e-mail]>; Scott Godefroy
<[e-mail]>
Subject: RE: [External] Re: Town of Beaufort Preliminary Stormwater Improvements
Hi everyone.
We got lucky on this one and the date that rose to the top was April 7 at 10 AM or 1 PM and I am picking 1 PM for
the meeting. If we need to switch the time, let me know ASAP. If no changes are needed, I will send a WebEx
invitation by COB Monday March 21.
Thank you all for your time and efforts!
Cameron Weaver
Environmental Assistance Coordinator
DEALS-DEQWilmington Regional Office
127 Cardinal Drive
Wilmington NC 28405
Cameron.Weaver@ ncde in gov
Direct: 910-796-7265
DEQ: 910-796-7215
From: Weaver, Cameron <[e-mail]>
Sent: Monday, March 7, 2022 2:34 PM
To: Bodnar, Gregg <gregg.bodnar@ncdenrgov>; Brownlow, Roy D <roy.brown low@ncdenrgov>; Harding,
Kimberlee k<[e-mail]>; [e-mail]; [e-mail]; Dunn,
Maria T <[e-mail]>; Hall, Rhonda B <rhonda.hall@ncdenrgov>; Johnson, Kelly
Calibri .i B j U .6 v A v c7v F- �=
Discard AO ® Draft saved at 4:05 PM
about:blank 111

North Carolina Department of Environmental Quality
SCOPING MEETING REQUEST
Please complete all the information below. Call and email the appropriate coordinator with the completed form.
• Asheville Region - Alison Davidson 828-296-4698; alison.davidson(aMcdenngov
• Fayetteville and Raleigh Regions - David Lee 919-791-4204; david.leeOncdenngov
• Mooresville and Winston-Salem Regions— Paul Williams 336-776-9631; paul.e.will1ams(CDncdenr.gov
• Washington Region - Lyn Hardison 252-948-3842; llrn.hardison(, cdenr.gov
• Wilmington Region - Cameron Weaver 910-796-7265, cameron.weaverfiflcdenrgov
Project Name: Stormwater Drainage System Improvements County: Carteret
Applicant: Greg Meshaw Company: Town of Beaufort
Address: 701 Front Street City: Beaufort State: NC Zip: 28516
Phone: [phone] Fax: [phone] Email: g.meshaw(iabeaufortnc.org
Physical Location of Project: Town of Beaufort
Engineer/Consultant: Scott P. M. Godefroy, P.E. Company: Rivers and Assocates, Inc.
Address: 107 E Second Street City: Greenville State: NC Zip: 27858
Phone: [phone] Fax: [phone] Email: sgodefroy()riv_ersandassociates.com
Please provide a DETAILED project narrative, pdf site plan and a vicinity map with road names along with this Request form,
The project narrative should include the following when available:
Existing Conditions- List of existing permits, previous project name(s) or owner name(s), existing compliance or pollution incidents, current
conditions ordevelopment on site, size of tract, streams or wetlands on site*, stream name and classification, historical significance of property,
seasonal high water table elevation, riparian buffers, areas of environmental concern, setbacks
Proposed- Full scope of project with development phase plan, acreage to be disturbed, wetlands to be disturbed, waste treatment & water
supply proposed, soils report availability, % impervious surface, stormwater treatment and number of bmps, public or private funding.
'Relative To Wetlands — Federal and coastal wetlands must be delineated by a US Army Corps Regulatory Official, Coastal Management Field
Rep or a qualified environmental consultant prior to undertaking work such as filling, excavating or land clearing. The delineations must be
approved by the US Army _Corns of Engineers (USACE) and/or the Division of Coastal Management. Wetland delineations are valid for a
period not to exceed five years from date of USACE approval.
Please provide estimated investment & expected employment numbers: $2,754,283.55, 20 Jobs
For the scoping meeting, it is best to provide a list of questions and topics of concern. It is helpful to know what you hope to gain
from the meeting. Please have thoughts and presentations organized as much as possible to make the best use of time.
Agencies Involved: Check all agencies that may be involved with project:
® Marine Fisheries ® National Marine Fisheries ® U.S. Fish & Wildlife ® NC Wildlife Resources
® Coastal Management ® Land Resources (® Stormwater ®Erosion Control) ® U.S. Army Corps of Engineers
❑ Shellfish Sanitation ❑Water Resources: (❑ 4011buffer ❑ NPDES ❑ Non -discharge ❑ Public Water Supply)
❑ Air Quality ❑ Solid Waste ❑ UST ❑ Hazardous Waste ❑ Other ❑ Other
❑ Other ❑ Other ❑ Other
NCOEQ Scoping Meeting
June 2019

MAJOR PERMIT
FEE MATRIX
� 0 ✓✓ ✓� 3
Applicant
to
Selection
Development Type
Fee
DCM %
(14300 1601 4351000931625 6263)
DWQ 1/6
(243001602 435100095 2341)
1. Private, non-commercial
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
❑
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Ma or permit
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:
1I1(A). Private, non-
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
111(B). Public or commercial
o
development, if General
$400
100 /o ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be applied.
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40%($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
Ill(D). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or
$475
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
November 18, 2022
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Office: 252-515-5416 (Courier 11-12-09)
gregg.bodnara_NCDENR.gov
SUBJECT: CAMA Application Review
Applicant: Town of Beaufort
Project Location: Craven St to Front St, Carteret County
Proposed Project: Increase stormwater pipes
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Greoq Bodnar at the address above by December 16, 2022. If you have any
questions regarding the proposed project, contact Curt Weychert 252-515-5413.
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
D�North Carolina Department of Environmental Quality I Division of Coastal Management
EQ��
NoarH cnaouNA Morehead City Office 1 400 Commerce Avenue I Moorehead City, North Carolina 28557
o.wmam menmrpinbagwuai�h 252.808,2808

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NORTH CAROLING
CART&iET CO=
THIS DEED, glade and entered into this 18th day of l4anuary, 1961,
by and between Sarah L..Hill, Widow, party of the first part, and Dr. John
E. Way, party of the second part, both of the County of Carteret and State
of North Carolina;
i
WI'T'N'ESSETH i
That said party of the first part, for and in consideration of the
sum of One Hundred ($100.00) Dollars and other good and valuable consideration
to her in hand paid, the receipt of which is hereby acknowledged, has bargainer
and ,sold and by these presents doth grant, bargain, sell and convey unto
said party of the second part his heirs and assigns, all of those certain
lets of land lying and being in Beaufort Township, Carteret County, North
Carolina, 'described and defined as follows
'Heins all of Lots Numbers Forty Six (46), Eighteen (18),
and Twenty Seven (27), "Ocean View" Sub Division, according
to a map or plat of same prepared by C. K. Howe, Surveyor,
and recorded in Book 16, Page 553, Carteret County Registry;
said lots lying on the West side of Seaview Street, and
measuring 50 feet each on Seaview Street, and being
145 feet in depth.
TO HAVE AND TO HOLD the aforesaid lots of land and all privileges and
appurtenances thereunto belonging to him the said party of the second part,
and his heirs and assigns, to his only use and behoof forever.
And the said party of the first part, for herself and her heirs and
assigns, executors and administrators, covenants with the said party of the
second part, his heirs and assigns, that she is seised of said premises
in fee and has the right to convey the same in fee simple; that the same
are free and clear of all encumbrances and that she doth hereby forever
warrant and will forever defend the said title to the same against the
lawful claims of all persona -whomsoever.
IN TESTIMON7 WHEREOF, said party of the first Fart has hereunto set
her hand and Seal, the day and year first above written.
111, r-

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NORTH MR011NA f. k
COMM CARMW
AkA.
r 1!( a ;.-I A Notary Publio oand for
1, 1 idow, personally
vtLij County and State, -he certify that Sarah L,.
4 &Y.,'-and GIC�MCW3Ledged,�ths :due 9 jol, of the
�8 TC+,
appiared.before-me tbj�qr
"b
fore ,going c6uveyance.,•
witn' S 's v Va.hand a d N I - lai .8 eil, this ?may of - Jan w ry, 1961.
>2-7
146tAry. b 9,
11y commishion expirgat
CID-'
_201
FILEDi FOR- REGISTRATION
AT M. A
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