20120957 Ver 1_Application_20121016

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STATE OF NORTH CAROLINA' 'v0S4,1,0 1FR pU ��2
DEPARTMENT OF TRANSPORTATIOI 1'-*q E� „cH
BEVERLY EAVES PERDUE EUGENE A CONTI JP
GOVERNOR SECRETARY
October 10 2012
USACE
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105 12, 095 7
Wake Forest NC 27587
Attention Eric Alsmeyer
NCDOT Coordinator
Subject Replacement of Bridge No 920012 over Fishing Creek on SR 1112 in Warren County
TIP No BD 5105X WBS Element No 45351 1 24
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
Sincerely
ae,-----6- pv,
J W Bowman P E z
Division Engineer
c Division 5 file NCDOT
Rob Ridings NCDENR-DWQ
Division Five—2612 North Duke Street Durham North Carolina 27704
Telephone [phone] F-it 919 560 3371

Low/Minimal Impact Bridge Project Data Sheet
'TIP NO BD 5105X
I WBS 45351 1 24
'County Warren
IBridge Number Bridge 920012
Description Bride No 12 over Fishing Creek on
SR 1112
I Basin Tar Pamlico
Classification C NSW
Stream SIN 28 79(1)
Type Inland
Size 40 ft
Type 6 span
Existing Structure Size 104 ft x 22 ft
Suff Rating 44 8
Proposed Structure Type 3 span
Size 150 ft x 30 ft
Stream USACE Impacts(LF) 41 linear feet
Non 404 Impacts(LF) 0 linear feet
USACE Impacts(AC) 0 17 acre
Wetlands Non 404 Impacts(AC) 0 acre
CAMA Impacts(AC) Not Applicable
NC DWQ Buffers 'Impacts(SF) 90 linear ft(2209 sf BZ1 1954 sf BZ2)
Buffer Application Required (YIN) No
NC DWQ StormWaterlPermit Required(Y/N) No
Habitat(y/n) T P Ym N
dw f dg IN
T&E Species Present dw ,w dg m I NN ym
T P
Bio Conclusion N EH
dw Aw dg m u I N EN t
Moratorium Type Not Applicable
Dates Not Applicable
Native/Hatchery Not Applicable
Trout Waters I Trout Species Present Not Applicable
I Trout Conditions(Y/N) Not Applicable
WRC Reviewer Not Applicable
CAMA IAECs Not Applicable
Essential Fish I Habitat(y/n) No
Nav I Opening Not Applicable
USCG I Permit Not Applicable
Historic I Properties No Survey Required
Archaeological I Resources Survey Conducted
Tribal I Lands Not Applicable
4(f)I Resources Not Applicable
6(f)[LWCF]I Resources Not Applicable
Wild andlScenic River Not Applicable
Forest Service I Lands Not Applicable
TVAIArea Not Applicable
FEMAI Buyout Not Applicable
FEMA'FIood Study MOA
USTs I Haz Mats Not Applicable
I Relocatees Not Applicable
Location LAT 36 3999326
LONG 78 2359794
Archaeological survey conducted by
NCDOT No historic properties present or
Project Comments affected by the project Subsurface
investigations did not reveal presence of
archaeological resources
- s.��.
or
Completed by Lead E'gin-er
(Division Environmental Officer
10/10/2012

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l'I; - I,, 12 � ) I,) — �° C— Bridge No 12 on SR 1112 over Fishing Creek ' rJ
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Copynght(C)1998 Maptech Inc

ArITA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beberly Eaves Perdue Coleen H Sullins Dee Freeman
Governor Director Secretary
Attachment L Low Impact Bridge Replacement Process
Low Impact Bridge Project Number BD-5105X County Warren
Bridge No 6.3 over South Flat River on SR 1617
WBS Element Number 45351 1 17
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 proje'ct
meets the standards of NCDOT s Minimum Criteria Rules
Date October 10 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 Tar Pamlico
Stream Classification C NSW (DWQ Index Number 28 79 (1)
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 six span bridge (104 foot long bridge) with a
longer three span bridge (150 foot long bridge)
Permanent Impacts See attached permit drawing and summary sheet Note stream wetland
and riparian buffer impacts
Stormwater Information See attached stormwater management plan
CL e ,
Signature
Print Name Ccv. cc-7S-
Title e W EAQ- 1-'p t/
Transportation Permitting Unit One
1650 Mail Service Center Raleigh North Carolina 27699 1650 NorthCarohna
Location 2321 Crabtree Blvd Raleigh North Carolina 27604 Naturally
Phone [phone] FAX [phone]
Internet http I/h2o enr state nc us/ncwetlands/
An Equal opportunity'Affirmative Action Employer

STORMWATER MANAGEMENT PLAN
Project 45351 1 24
I D No BD 5105X
Warren County 9/18/2012
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 145 feet long 21 PCCS bridge (1 @ 35 2
@ 55 ) to replace the existing 104 feet long bridge #12 on SR 1112 over Fishing Creek
The total project length is 0 13 miles The project is located in the Tar Pamlico River
Basin The project drainage system consists of grass shoulders grated inlets with
associated pipes and rip rap pad at the pipe outfall
Jurisdictional Streams Fishing Creek
ENVIRONMENTAL DESCRIPTION
The project is located within the Tar Pamlico River Basin in Person County The stream
is classified as Class C 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 (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 14+99 RT to
provide a non erosive sheet flow to the outfall area with Q10=0 60 cfs and V 10=0 37 fps
This will provide approximately 30 of sheet flow before entering the buffer Preformed

Scour Hole cannot be used at this location because the slope of the ground downgrade is
5 0% (too steep)
NW 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
SE 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 12+55 RT to
provide a non erosive sheet flow to the outfall area with Q10=0 50 cfs and V10=0 35 fps
This will provide approximately 50 of sheet flow before entering the buffer Preformed
Scour Hole cannot be used at this location because the slope of the ground downgrade is
4 2% (too steep)
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

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