Beaufort Stormwater

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.
Coordinates: 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: N/A
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Coastal Wetlands
N/A
N/A
N/A
(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 W
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
Field Investigation Report:

Town of Beaufort
Page 02
8. Proiect 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 21" 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 W. 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 7th of April 2022.
10. Proiect 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:
Town of Beaufort
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 (Sheet No. 3C 1 / 3ECO1) 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 (Sheet No. 3C5 / 3ECO5) 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 (Sheet No. 3C7 / 3ECO7) 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 of Beaufort Stormwater Drainage System Improvements will also have several
other improvements in locations which fall outside of the CAMA Areas of Environmental
Concerns (AEC). These locations include the areas between Bell Air St. (Sheet No. 3C2),
Elm Street (Sheet No. 30), areas between Ann St. and Fulford Ave. (Sheet No. 3C4),
Mulberry St. and Craven St. (Sheet No. 3C6), along Queen St. and Ann St. (Sheet No.
3C8), Broad St. (Sheet No. 3C9), along Broad St. and Pollock St. (Sheet No. 3C10), and
Ann St. (Sheet No. 3C11). These improvements include additions and improvements to
the HP RCP, drop inlet additions and improvements, junction box improvements and
additions, as well as catch basin improvements.
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.
11. Anticipated Impacts:
The stormwater pipe replacements within Town and Taylor Creek would temporarily
disturb 3,090 ftz 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.

Field Investigation Report:
Town of Beaufort
Page 04
Name: Curt Weychert Date: 12/1/2022 Morehead City

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