20051608 Ver 2_Stormwater Info_20060501

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DEPAR'T1V~NT OF TRANSPORTATION ~"~"
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
Apri127, 2006
NC Department of Environment and Natural Resources
Division of Water Quality-Stormwater Management
943 Washington Square Mall
Washington, NC 27889
Attention: Mr. Bill Moore
Subject: Stormwater Permit Request for the Replacement of Bridge No. 60 over the Trent
River on US 70 Business; Craven County; TIP Project B-2532; Federal Aid Project No.
BRSTP-070B(4); $420.00 Debit WBS 32649.1.1.
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 60 in
Craven County, North Carolina. Craven County falls under the jurisdiction of the Coastal Area
Management Act (CAMA). The NCDOT is applying for a CAMA Major Development Permit, a Clean
Water Act (CWA) §404 Department of the Army Permit, a US Coast Guard Permit, and a North Carolina
CWA §401 Water Quality Certification.
A Stormwater application form and one copy of the project permit drawings are provided with this
request. Please review this project for authorization by your division.
Thank you for your assistance with this important matter. Any assistance you can provide in expediting
the review of this project is greatly appreciated. If you have any questions concerning this project, please
feel free to contact Mr. Chris Underwood at [phone].
Sincerely,
~`f ~ ~' Gregory J. horpe, Ph.D., Environmental Management Director
~,;` Project Development and Environmental Analysis Branch
CC:
Dr. David Chang, P.E., Hydraulics
Mr. William Wescott, USACE
Mr. Brian Wrenn, NCDWQ
Mr. Steve Sollod, DCM
Mr. Vince Rhea, PE, NCDOT
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699-154$
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOTORG
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

OFFICE USE ONLY
Date Received Fee Paid Permit Number
.... r., ~... ~........ ~•• f
State of North Carolina RECEIVED
Department of Environment and Natural Resources
Division of Water Quality APR $0 2006
STORMWATER MANAGEMENT PERMIT APPLICATION FORM c~ .~~
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION /~~~
LINEAR ROADWAY PROJECT
This form may be photocopied for use as an original.
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes this application form, a supplement form for each BMP
proposed (see Section V), design calculations, and plans and specifications showing all road and BMP details.
L .PROJECT INFORMATION
NCDOT Project Number: 32649.1.1 (B-2532) County: Craven
Project Name: Bridge No. 60 over Trent River on US 70 Bus.
Project Location: Business US 70 Between US 70/17 and Front Street in Downtown New Bern
Contact Person: Phone: Fax:
Receiving Stream Name: Trent River/ Neuse River River Basin: N
Proposed linear feet of project: 2750 feet
Proposed Structural BMP and Road Station (attach a list of station and BMP type if more room is needed):
Level spreader left of station 15+00 adjacent to the BridgePoint Hotel
Type of proposed project: (check all that apply):
^ New ^Widening ^2 lane* ^4 lane* ®Curb and Gutter OBridge Replacement
Other (Describe) 570' of side walk will be added behind new curb and gutter along the SW end of proiect
*2 lane and 4 lane imply that roadside ditches are used unless Curb and Gutter is also checked.
II. REQUIItED ITEMS CHECKLIST
Initial in the space provided below to indicate the following design requirements have been met and supporting
documentation is attached. Supporting documentation shall, at a minimum, consist of a brief narrative description
including (1) the scope of the project, (2) how the items below are met, (3) how the proposed best management practices
minimize water quality impacts, and (4) any significant constraints and/or justification for not meeting a, b, c and d to the
maximum extent practicable.
Designer's Initials
`=~,~1 a. The amount of impervious surface has been minimized as much as possible.
~e~, b. The runoff from the impervious areas has been diverted away from surface waters as much as possible.
S~M c. Best Management Practices are employed which minimize water quality impacts.
S ~°!it d. Vegetated roadside ditches are 3:1 slope or flatter.
Class: NSW, SB, Sw
Form SWU-112 Rev 04.00 Page 1 of 2

III.' OPERATION AND MAINTENANCE AGREEMENT
I acknowledge and agre ~ my initials below that the North Carolina Department of Transportation is responsible for the
implementation of the~enrmaintenance items listed. I agree to notify DWQ of any operational problems with the BMP's
that would impact water quality or prior to making any changes to the system or responsible party.
Maintenance Engineer's Initials
~fv~ a. BMP's shall be inspected and maintained in good working order.
3,.,~/~ b. Eroded areas shall be repaired and reseeded as needed.
~~~ c. Stormwater collection systems, including piping, inlets, and outlets, shall be maintained to insure proper
functioning.
Maintenance Engineer's Name: So ~ r W. I~aus~
J r. ~
, f? ~.
Title: D,'v;s~or• a ~
,
rnu.`„ le„un c Er+ one e f

IV. APPLICATION CERTIFICATION
I, (print or type name) 1 ~ ~ ~ ` (~ ~ • ~-c.~ti +~~ s -~ of ~~~ Branch,
certify that the information included on this permit application form is, to the best of my knowledge, correct and that the
project will be constructed in conformance with the approved plans and that the proposed project complies with the
requirements of 15A NCAC 2H .1000.
Address
i h(,C lh ~~.v~
L
Date: d~~~f!~~
Signature:
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each BMP
specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status and
availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Form SWU-110
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off-Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Extended Dry Detention Basin Supplement
Form SWU-112 Rev 04.00 Page 2 of 2

NCDOT Project 32649.1.1 (B-2532) Date: Mar. 1, 2006
Craven County
Bridge No. 60 on US 70 Bus. over the Trent River
Hydraulics Project Manager: Andrew Nottingham, PE
STORMWATER MANAGEMENT PLAN
PROJECT DESCRIPTION
The NC Department of Transportation proposes to replace bridge no. 60 with a
bridge. US 70 Business in the vicinity of the project is an urban local route that connects
historic New Bern at the northern terminus of the project to James City at the southern
terminus of the project. The existing roadway cross section varies from two lanes with an
overall width of 36' across the bridge to 72' at the southern terminus where it intersects
with US 70 Bypass.
The existing structure consists of multiple 35' approach spans north and south of a
220' main swing span. The overall bridge length is 1760'. The proposed structure will
have multiple spans north and south of a 166' bascule span. The overall bridge length
will be 1762'.
Bridge deck drainage is accomplished with deck drains on both the existing bridge
and the proposed bridge. Proposed deck drains will be eliminated from the first 3 spans
of the bridge (282'), except directly above the rip rap slope protection at the southern
abutment. Similarly, deck drains will be eliminated from the last four spans of the bridge
(285') except directly above the rip rap slope protection at the northern abutment.
The existing concrete and timber bulkheads will be retained on either end of the
bridge. The relatively flat area between the bulkhead and the bridge abutment will be
amended with rip rap to provide scour protection. This area will also act as an infiltration
area for the deck drains mentioned above.
The existing bridge has two 3' sidewalks on either side of the bridge. The new
bridge will have just one 5'6" sidewalk along the western side of the bridge. 300' of
existing sidewalk will be removed along the roadway at the northeast end of the bridge.
A 570' sidewalk with curb and gutter will be added along the western side of the roadway
from a drive at the southern project terminus to the beginning of the bridge. The
difference in the sidewalk improvements will add approximately 1350 square feet
(0.031acre) of impervious area within the project limits.
Traffic will be detoured off-site during the bridge construction.
ENVIRONMENTAL DESCRIPTION
The surrounding land use consists of residential, commercial, and industrial uses. The
project area is located in the Neuse River Basin at the confluence of the Trent River with
the Neuse River. The surrounding terrain is generally flat to very flat. The natural
ground elevation at the site is approximately 4' NGVD. -The water depth at the site is
approximately 14' in the channel. The best usage classification is NSW, SB, Sw. No
watershed critical areas, HQW, or ORW waters are located within one mile of the project
site.

NCDOT Project 32649.1.1 (B-2532) Date: Mar. 1, 2006
Craven County
Bridge No. 60 on US 70 Bus. over the Trent River
Hydraulics Project Manager: Andrew Nottingham, PE
BEST MANAGEMENT PRACTICES
• The bridge replacement will be accomplished with a road closure that will minimize
construction time and on-site impacts.
• The roadway typical section is a fill section with slopes no steeper than 3:1.
• The added curb and sidewalk section will use a level spreader device for additional
treatment.
• Proposed deck drains will be eliminated from the first 3 spans of the bridge (282'),
except directly above the rip rap slope protection at the southern abutment. Similarly,
deck drains will be eliminated from the last four spans of the bridge (285') except
directly above the rip rap slope protection at the northern abutment.
• Discharge from the deck drains will be allowed to infiltrate the natural ground behind
the existing bulkheads.
• Placement of rip rap beneath both bridge ends between the bulkhead and the bridge
abutment will control erosion from deck drains and storm event scour.
• To avoid impacts to SAV's, bridge construction in shallow water will be limited to a
work bridge.

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