19990253 Ver 1_COMPLETE FILE_19990415

Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
MEMORANDUM
TO: John Parker, DCM
FROM: John Dorney, DW 7
RE: Water Quality Comments
Craven County Convention Center
Craven County
DWQ Project # 990253
.` 410
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 16, 1999
DWQ has no objections to the project plans to construct a public Convention
Center at East Front and South Front Streets on the Trent River. However, the
application should be reminded that DWQ's coastal stormwater rules will need to be
considered through our Washington Regional office staff.
Please call me at 733-1786 if you have any questions.
cc: Washington DWQ Regional Office
John Dorney
Central Files
990253.dcm
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal pp ortunity Affirmative Action Employer 50% recycled/10% post consumer paper
P

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Craven County c/o Harold Blizzard, Craven County Manager
2. LOCATION OF PROJECT SITE: Craven County, City of New Bern, corner of East Front Street and
South Front Street on the Trent River
Photo Index - 1989: 3 128 16 (indexed by K-16,17,18; L-16,17; M-15,16)
1995: 72-804 (indexed by Q-7,8; R-7,8; S-8,9; T-9)
State Plane Coordinates - X: 2,587,900 Y: 497,400
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5 January 99 & 19 February 99
Was Applicant Present - Yes, initial visit. No, second visit.
5. PROCESSING PROCEDURE: Applicatoecived - -20 January 99 1
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - City of New Bern
Land Classification From LUP - Developed
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Public Convention Center
(E) Wastewater Treatment: Existing - City of New Bern
Planned - City of New Bern
(F) Type of Structures: Existing - Bulkhead, Stormwater Pond, and Sidewalk
Planned - Convention Center, Sidewalks, Steps, and Stormwater Pond
(G) Estimated Annual Rate of Erosion: None
Source - Site Inspection
7. HABITAT DESCRIPTION: [AREA]
T)RFTIrtpn RTT T Cn nrrurn
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
Estuarine Waters
(C) Other 21,166 sq. ft.
Estuarine Shoreline High Ground
(D) Total Area Disturbed: 4.137 ac.
(E) Primary Nursery Area: No
(F) Water Classification: SB Sw NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a public convention center complex
which will include sidewalks, buildings, steps, parking areas, natural landscaped areas, and stormwater
retention facilities.
PROJECT NARRATIVE
FOR
CRAVEN COUNTY CONVENTION CENTER
A new Convention Center for the Craven County Bern is proposed at the comer of East Front Street (US70
Business) and South Front Street with the convention center located on the south side of S. Front Street and
some additional off-site parking located on the north side of S. Front Street. An old business was located
on the convention center site and a gas station was located on the north side of S. Front Street. This
infrastructure was demolished in August of 1998 to allow construction to begin immediately once all
design details were finalized and bids were awarded. The Convention Center is scheduled to be completed
in two phases. The first phase is the construction of a 44,000 square foot facility while the second phase
consists of a 30,000 square foot addition. The building will occupy the majority of the property located
adjacent the Sheraton Inn. The existing perimeter sidewalk will remain and no construction other than
landscaping is proposed between the existing bulkhead and the sidewalk. The Convention Center's
finished floor elevation will be set at +11.0. This is approximately 4.0 ft. above the existing ground and is
bove the 100 Year flood event.
Two parking areas will be constructed for the facility. One area is located in front of the convention center
loading dock along South Front Street and another is located across the street on the corner of East Front
Street (US70 Business) and South Front Street. The main access to the facility will be by a long wheelchair
accessible ramp which runs from the sidewalk along South Front Street to the convention center.
The stormwater for the Convention Center site will be treated by the use of wet detention ponds. The
stormdrainage for the property located on the south side of South Front Street is collected in a series of pipe
and inlet systems which carry the water to a retention pond. The outlet into the pond is lined with rip rap
and the invert is set so that the flow into the pond is submerged during large events. Once this collected
flow enters the pond via the pipe system, it must flow through and over a "Class B" stone forebay prior to
exiting through the pond outlet structure. The pond outlet structure has a two-stage wier to provide
additional outflow capacity for events larger than 100 years to minimize flooding. The existing pond
constructed for the adjacent Sheraton Inn property was enlarged to accommodate the Convention Center
and the outlet through the bulkhead for the existing pond was utilized. This pipe outlets into the Neuse
River. The stormwater for the off-site parking located on the north side of South Front Street is also treated
by the use of a wet detention pond. The parking area drainage is collected in a series of catch basins and
routed to the retention pond. A retaining wall was required to provide the necessary volume. The outlet
into the pond is lined with rip rap and the invert is set so that the flow into the pond is submerged during
large events. Once this collected flow enters the pond via the pipe system, it must flow through and over a
"Class B" stone forebay prior to exiting through the pond outlet structure. The pond outlet structure ties
into an existing stormdrain line which exits into the Neuse River. The areas above the normal pool
elevation on both ponds will be landscaped to prevent erosion and to provide some filtering of the system
during elevated water levels. The pond outlets utilize small diameter PVC pipes placed at low elevations in
order to drain the pond down to the normal pool elevation. Each outlet structure has an overflow
emergency weir to accommodate events larger than the 10 Year flood. The small diameter inlets are
protected from debris by a % inch stainless steel screen mesh. The emergency outlet of each system is
covered with grating to prevent trash from entering the pipe system. Each wet detention pond will be
utilized as a sediment basin during construction for the proposed construction.
camanam.doc
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 4,137 AC.
3.037 A 11,594 SF
b. Size of individual lot(s) 13,335 SF 23,052 SF
c. Approximate elevation of tract above MHW or
NWL +7.0
d. Soil type(s) and texture(s) of tract
Sands
e. Vegetation on tract Grass
f. Man-made features now on tract Sidewalk &
Storm Drainage
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use pl=.)
Conservation
X Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
Commercial
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(dnach zoning compliance -rrifrcate, rf appZi=ble)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? .
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
X Yes No
1. Are there wetlands on the site? Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Aeach docunu- ation, tf available)
m. Describe existing wastewater treatment facilities.
City of New Bern Gravity Sewer
Located Under roe Street
u is ys em
n. Describe location and type of discharges to water
of the state. (For example, surface runoff, sanita.,
wastewater, industrial/commercial effluent, "was;
down" and residential discharges.) Stormwater
o. Describe existing drinking water supply source.
City of New Bern Water
_(Public System)
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is no-
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission.
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03195
Form DCNI-I'1P-3
UPLAND
DEVELOPMENT
? 0 1999
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-M2-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities,. units or
structures proposed Masonry Convention
Center - One Structure
b. Number of lots or parcels 4
C. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 4.137 Acres
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? x Yes No
If yes, date submitted JAN 5 . l9 l9
F. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt & Concrete
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
x Yes No
If yes, date submitted 12-17-98
i. Describe proposed method of sewage disposal.
Public System.
j. Have the facilities described in Item i. above
received state or local approval? See Above
(Xttach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface Runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public System
m. Will water be impounded? X Yes No
If yes, how many acres? 0.24
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. _ 5.6%
Craven County Convention Ckrtter
Applicant or Pro' t dame
Signature
-
Date
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d-V 3NI-]H:D1dW
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Craven County c/o Harold Blizzard, Craven County Manager
2. LOCATION OF PROJECT SITE: Craven County, City of New Bern, corner of East Front Street and
South Front Street on the Trent River
Photo Index - 1989: 3 128 16 (indexed by K-16,17,18; L-16,17; M-15,16)
1995: 72-804 (indexed by Q-7,8; R-7,8; S-8,9; T-9)
State Plane Coordinates - X: 2,587,900 Y: 4971400
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5 January 99 & 19 February 99
Was Applicant Present - Yes, initial visit. No, second visit.
5. PROCESSINQ,PROCEDURE: Application Received - 20 January 99
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - City of New Bern
Land Classification From LUP - Developed
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Public Convention Center
(E) Wastewater Treatment: Existing - City of New Bern
Planned - City of New Bern
(F) Type of Structures: Existing - Bulkhead, Stormwater Pond, and Sidewalk
Planned - Convention Center, Sidewalks, Steps, and Stormwater Pond
(G) Estimated Annual Rate of Erosion: None
Source - Site Inspection
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
Estuarine Waters
(C) Other 21,166 sq. ft.
Estuarine Shoreline High Ground
(D) Total Area Disturbed: 4.137 ac.
(E) Primary Nursery Area: No
(F) Water Classification: SB Sw NSW Open: 'No
8. PROJECT SUMMARY: The applicant proposes to construct a public convention center complex
which will include sidewalks, buildings, steps, parking areas, natural landscaped areas, and stormwater
retention facilities.

PROJECT NARRATIVE J pi 2 1999
FOR
CRAVEN COUNTY CONVENTION CENTER
A new Convention Center for the Craven County Bern is proposed at the corner of East Front Street (US70
Business) and South Front Street with the convention center located on the south side of S. Front Street and
some additional off-site parking located on the north side of S. Front Street. An old business was located
on the convention center site and a gas station was located on the north side of S. Front Street. This
infrastructure was demolished in August of 1998 to allow construction to begin immediately once all
design details were finalized and bids were awarded. The Convention Center is scheduled to be completed
in two phases. The first phase is the construction of a 44,000 square foot facility while the second phase
consists of a 30,000 square foot addition. The building will occupy the majority of the property located
adjacent the Sheraton Inn. The existing perimeter sidewalk will remain and no construction other than
landscaping is proposed between the existing bulkhead and the sidewalk. The Convention Center's
finished flooa•elevation will be set at +11.0. This is approximately 4.0 ft. above the existing ground and is
bove the 100 Year flood event.
Two parking areas will be constructed for the facility. One area is located in front of the convention center
loading dock along South Front Street and another is located across the street on the corner of East Front
Street (US70 Business) and South Front Street. The main access to the facility will be by a long wheelchair
accessible ramp which runs from the sidewalk along South Front Street to the convention center.
The stormwater for the Convention Center site will be treated by the use of wet detention ponds. The
stormdrainage for the property located on the south side of South Front Street is collected in a series of pipe
and inlet systems which carry the water to a retention pond. The outlet into the pond is lined with rip rap
and the invert is set so that the flow into the pond is submerged during large events. Once this collected
flow enters the pond via the pipe system, it must flow through and over a "Class B" stone forebay prior to
exiting through the pond outlet structure. The pond outlet structure has a two-stage wier to provide
additional outflow capacity for events larger than 100 years to minimize flooding. The existing pond
constructed for the adjacent Sheraton Inn property was enlarged to accommodate the Convention Center
and the outlet through the bulkhead for the existing pond was utilized. This pipe outlets into the Neuse
River. The stormwater for the off-site parking located on the north side of South Front Street is also treated
by the use of a wet detention pond. The parking area drainage is collected in a series of catch basins and
routed to the retention pond. A retaining wall was required to provide the necessary volume. The outlet
into the pond is lined with rip rap and the invert is set so that the flow into the pond is submerged during
large events. Once this collected flow enters the pond via the pipe system, it must flow through and over a
"Class B" stone forebay prior to exiting through the pond outlet structure. The pond outlet structure ties
into an existing stormdrain line which exits into the Neuse River. The areas above the normal pool
elevation on both ponds will be landscaped to prevent erosion and to provide some filtering of the system
during elevated water levels. The pond outlets utilize small diameter PVC pipes placed at low elevations in
order to drain the pond down to the normal pool elevation. Each outlet structure has an overflow
emergency weir to accommodate events larger than the 10 Year flood. The small diameter inlets are
protected from debris by a '/2 inch stainless steel screen mesh. The emergency outlet of each system is
covered with grating to prevent trash from entering the pipe system Each wet detention pond will be
utilized as a sediment basin during construction for the proposed construction.
camanara.doc

Form DCM-MY-1
APPLICATIONN 2 0 1999
(To be completed by all applicants)
b. City, town community or landmark
New fern
1. APPLICANT
c. Street address or secondary road number
Corner of East Front and South Front S
a. Landowner:
Name Craven County
Address 406 Craven Street
City New Bern State NC
Zip 28560 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
-Name Tim Reid/Moffatt & Nichol Engineers
Address 2209 Century Drive, Suite 500
City Raleigh State NC
Zip 27612 Day Phone [phone]
Fax [phone]
c. Project name (if any) Craven County Convention
Center
NOTE: Permit will be issued in name of lmadowner(s), mid/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Craven
d. Is proposed work within city limits or planni;
jurisdiction? x Yes' No
e. Name of body of water nearest project (e.g. rive
creek, sound, bay) Neuse Ri er
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.
building a home, motel, marina, bulkhead, pier, a
excavation and/or filling activities.
Construct a Convention Center and
Supporting Infrastructure.
b. Is the proposed activity maintenance of an existi
project, new work, or both? New Work
c. Will the project be for public, private or commerc
use? Public
d. Give a brief description of purpose, use, methods
construction and daily operations of propos
project. If more space is needed, please au=
additional pages. Area within reaui red s,
back consists of sidewalk constructio
stormwater retention & landscaping.
Building construction is typica Al
Stormwater for the site will be route
through a wet detention pond and will
utilize existing out a s. o a T
discharge points require

"-_!--J AZ /M
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 4.137 AC.
3.037 A 11,594 SF
b. Size of individual lot(s) 13,335 SF 23,052 SF
c. Approximate elevation of tract above MHW or
NWL +7.0
d. Soil type(s) and texture(s) of tract
Sands
e. Vegetation on tract Grass
f. Man-made features now on tract S i d ewa 1 k &
Storm Drainage
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation
X Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
Commercial
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(.mach zoning compliance cerrificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? .
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
X Yes No
1. Are there wetlands on the site? Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Anach documentation, if available)
m. Describe existing wastewater treatment facilities.
-City of New Bern Gravity Sewer
Located Under ron ree
(Public System)
n. Describe location and type of discharges to Ovate:
of the state. (For example, surface runoff, sanitar, wastewater, industrial/commercial effluent, "wasi
down" and residential discharges.) Stormwater
o. Describe existing drinking water supply source.
City of New Bern Water
(Public System)
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy or the deed (with state application only) or
other instrument under which the applicant claims tit]e
to the affected properties. If the applicant is no:
claiming to be the owner of said property, the:
forward a copy of the deed or other instrument under
which the owner claims title, plus written permissior:
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note, that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Revised 03/95
Form DCh1-'1'vtP-3
UPLAND
DEVELOPMENT
JAN 2 0 1999
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM4,2-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed Masonry Convention
Center - One Structure
b. Number of lots or parcels 4
c. Density (aivp the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. _ 4.137 Acres
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? x Yes No
If yes, date submitted JAO $5. 1999
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt & Concrete
h. Projects that require a CAMA Major Development
Permit may also require a Stormwate'r Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
x Yes No
If yes, date submitted 12-17-98
i. Describe proposed method of sewage disposal.
Public System.
j. Have the facilities described in Item i. above
received state or local approval? See Above
(,4=ch appropriate documemarion)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface Runoff
1. Describe proposed drinking water supply source
(e.°. well, community, public system, etc.)
Public System
m. Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront development, -when
was the lot(s) platted and recorded? N/A
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be u ed for
vehicular driveways or parking. 5.6%
S'eL 3:o Rspo: i
Revised 03/95
Craven County Convention C
Applicant or Pro' t Name
Signature
-t:?7f
Date
x Yes No
0.24

JAN 2 U 1999
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