20120476 Ver 1_Application_20120515

STATE
Mq y I s
STATE OF NORTH CAROLINA
�TCgy�R wq Z� %Z
DEPARTMENT OF TRANSPORTATION a Nosr,���
BEVERLY EAVES PERDUE EUGENE A CONI�T*
GOVERNOR SECRETARY
May 11 2012
USACE
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest NC 27587
Attention Eric Alsmeyer
NCDOT Coordinator
476
Subject Replacement of Bridge No 36 over South Flat River on SR 1123 in Person County
TIP No BD 5105N WBS Element No 45351 1 14
Dear Sir
The North Carolina Department of Transportation ( NCDOT) proposes to replace this bridge This
project is being processed under the Low Impact Bridge Replacement Program The following are
attached to this cover letter
Attachment G Low /Minimal Impact Bridge Data Sheet
USGS Topographic Map
Attachment L NCDENR DWQ Nationwide 3 /WQC #3883 Data Sheet
Stormwater Management Plan
Jurisdictional Resources Summary Sheets
Permit Drawings
If you have any questions or need additional information please contact Mr Chris Murray at (919) 220
4633
Sincce'reelly/�
J W Bowman P E
Division Engineer
c Division 5 file NCDOT
Rob Ridings NCDENR DWQ
Division Five — 2612 North Duke Street Durhlm North Cirohna 27704
Telephone [phone] Fax [phone]

Low /Minimal Impact Bridge Project Data Sheet
5/11/2012
TIP NO
BD 5105N
I
WBS
45351 1 14
ICounty
Person
IBridge
Number
Bridge 720036
Description
Bride No 36 over South
Flat River on SR 1123
Stream
Basin
Neuse
Classification
WS III NSW
SIN
2733
Type
Inland
Size
40 ft
Existing Structure
Type
3 span
Size
101 ft x 25 ft
Suff Rating
272
Proposed Structure
Type
3 span
Size
135 ft x 30 ft
Stream JUSACE
Impacts (LF)
54 linear feet
Non 404 Impacts (LF)
0 linear feet
Wetlands
USACE Impacts (AC)
0 acre
Non 404 Impacts (AC)
0 acre
CAMA Impacts AC
Not Applicable
NC DWQ Buffers Jim
pacts; SF
105 linear feet
Buffer Application Required (Y /N)
Yes
NC DWQ StormWaterl
Permit Required (Y/N)
No
T &E
Habitat (y /n)
dwarf wedgemuss I N
Species Present
dwarf w dg m I N
Bio Conclusion
dw rf w dg m ss I N Eft t
Moratorium
Type
Not Applicable
Dates
Not Applicable
Trout Waters
Native/Hatchery
Not Applicable
Trout Species Present
Not Applicable
Trout Conditions (Y/N)
Not Applicable
WRC Reviewer
Not Applicable
CAMAIAECs
Not Applicable
Essential Fish
I Habitat /n
No
Nay
Opening
Not Applicable
USCG
Permit
Not Applicable
Historic
Properties
No Surve Required
Archaeological
Resources
No Survey Required
Tribal
(Lands
Not Applicable
4
(Resources
Not Applicable
6 (f) [LWCFJ
I Resources
Not Applicable
Wild and
Scenic River
Not Applicable
Forest Service
Lands
Not Applicable
TVAIArea
Not Applicable
FEMA
I Buyout
No
FEMAIFlood
Study
No
USTs
I Haz Mats
No
I Relocatees
No
Location
LAT
36 26248
LONG
78 9882269
Project Comments
Completed by
L ad E gene r
I
Division Environmental Officer
5/11/2012

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BD 5105N
CD I Bridge No 36 over South Flat River on SR 1123
(1173) Person County
1 24000
Lat 36 2624800 deg Long 78 9882269 deg
it
r J� y ) l� ! 1
r -E R
r — \l4 � � ,r � � � � � � `'sa;'••� ` � � �f � �i � 1 � J j � �� ~1 �`�
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Magnetic Declination
111-
`
500
SCALE 1 24000
1 1�� ( ( ` �J Z ( 0 1 MILES
t 0 1000 YARDS
I\� 0 1 KILOMETER
Maptech Inc

L r
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins
Governor Director
Attachment L Low Impact Bridge Replacement Process
Low Impact Bridge Project Number BD -5105N County Granville
Bridge No 36 over South Fiat River on SR 1123
WBS Element Number 45351 1 14
This project is subject to the Low Impact Bridge Process as agreed to on October 6
2009 This project meets the documentation requirements and approval procedures
under NEPA as defined by FHWA for Low Impact Bridge Replacements This project
meets the standards of NCDOT s Minimum Criteria Rules
Date May 11 2012
Applicant Name J W Bowman P E
Applicant Address 2612 N Duke Street
Durham NC 27704
Primary Contact for Project Chris Murray PWS
Phone Number [phone]
Is this an after the fact application _Yes X No
River Basin Neuse
Stream Classification WS III NSW (DWQ Index Number 27 3 -3
Regulatory Authorization Options for this Activity
Federal USACE Nationwide General Permit 3 — Maintenance
State General Water Quality Certification #3883
Local None
Project Description Replacement of existing three span bridge (120 foot long bridge) with a
longer three span bridge (135 foot long bridge)
Permanent Impacts See attached permit drawing and summary sheet Note stream and
wetland impacts Riparian buffer impacts will occur at site from project construction
Stormwater Information See attached stormwater management plan
Signature ( r
Print Name ��� M ii��
r
Title t WIs,0n Vr %On J(W✓tsJr-
Transportation Permitting Unit
1650 Mail Service Center Raleigh North Carolina 27699 1650
Location 2321 Crabtree Blvd Raleigh North Carolina 27604
Phone [phone] FAX [phone]
Internet http 11h2o enr state nc uslncwetlandsl
An Equal Opportunity 1 Affirmative Action Employer
Dee Freeman
Secretary
NorthCarohna
Natural
lb

STORMWATER MANAGEMENT PLAN
Project 45351 1 14
I D No BD 5105N
Person County
5/2/2012
Hydraulics Project Manager W Herbert Turner Jr PE (Florence & Hutcheson)
Randy Henegar PE (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
The project consists of construction of a new 135 feet long 21 cored slab bridge ( 1 @
40 , 1 @ 55 1 @ 40 ) to replace the existing 120 feet long bridge #36 on SR 1123 over
South Flat River The total project length is 0 157 miles The project is located in the
Neuse River Basin The project drainage system consists of grass shoulders, grated inlets
with associated pipes toe protection and rip rap pad at the pipe outfall
Jurisdictional Streams South Flat River
ENVIRONMENTAL DESCRIPTION
The project is located within the Neuse River Basin in Person County The stream is
classified as Class WS -III NSW Storm water impacts to the stream have been
minimized by utilizing sheet flow on grass shoulders along the roadway and using rip rap
pad through compliance with Buffer Rules to diffuse flow through buffer before entering
the stream The existing drainage patterns have been maintained with the hydraulic
design of the project
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation of the
states surface waters by the location construction and operation of the highway system
The BMPs are activities practices and procedures taken to prevent or reduce stormwater
pollution The BMP measures used on this project to reduce stormwater impacts are
Sheet flow on grass shoulders along the roadway
This will promote infiltration and filtration of pavement runoff by directing sheet flow
over grassed shoulder slopes
Compliance with Buffer Rules to diffuse flow
NE quadrant Proposed roadway is in fill section and no proposed ditch or storm drain
outlet (concentrated flow) is expected through buffer Thus sheet flow will be provided
through buffer

NW quadrant Proposed roadway is in fill section and no proposed ditch (concentrated
flow) is expected through buffer Pipe outlet protection with class B rip rap will be used
to dissipate energy and diffuse flow from bridge stormwater outlet at 15 +80 LT to
provide a non erosive sheet flow to the outfall area with Q 10 =0 66 cfs and V 10 =0 54 fps
This will provide approximately 50 of sheet flow before entering the buffer Preformed
Scour Hole cannot be used at th s location because the slope of the ground downgrade is
11 0% (too steep)
SE quadrant Proposed roadway is in fill section and no proposed ditch or storm drain
outlet (concentrated flow) is expected through buffer Thus sheet flow will be provided
through buffer
SW quadrant Proposed roadway is in fill section and no proposed ditch or storm drain
outlet (concentrated flow) is expected through buffer Thus sheet flow will be provided
through buffer
No deck drains
This will avoid direct discharge of storm water from the bridge deck into the receiving
water
Bank stabilization
Bank stabilization with class II rip rap is provided at both sides of the stream at 14 +65 &
15 +05 to provide long -term bank stability to prevent erosion This will provide a stable
stream and the stream will not degrade in the evolution process
NCDOT BMP to dewater
NCDOT standard stormwater BMP will be used along both stream banks to dewater and
isolate adjacent work area in order to remove existing concrete footers in the dry

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