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STATE OF NORTH CAROLINA ��Yp ��R�S�,q��R J ZO�� ���
DEPARTMENT OF TRANSPORTATION T��,�,° ���,
BCVERLY EA'�ES PERDUE EUG\v�E A�NTI JR
GOVEKNOR � SECRETARY
USACE
Raleigh Regulatory F�eld Office
3331 Hentage Trade Drive
Sutte 105
Wake Forest NC 27587
Attention
Sub�ect
Dear Sir
Eric Alsmeyer
NCDOT Coordmator
December 5 2011
� �. �.. � � �'�
Replacement of Bridge No 67 over Red Bud Creek on SR 1120 m Vance County
TIP No BD S 105C WBS Element No 45351 1 3
The North Carolma Department of Transportation (NCDOT) proposes to replace this bridge This
pro�ect is bemg processed under the Low Impact Bridge Replacement Program The followmg are
attached to this cover letter
Attachment G Low/Minimal Impact Bridge Data Sheet
USGS Topographic Map
Attachment L NCDENR DWQ Nationwide 3/WQC #3687 Data Sheet
Stormwater Management Plan
Jurisdictional Resources Summary Sheets
Permrt Drawmgs
If you have any quest�ons or need addrtional mformation please contact Mr Chris Murray at (919) 220
4633
Smcerely
(� ��`
��,L J W Bowman P E
D�v�sion Engmeer
c Division 5 file NCDOT
Rob Ridings NCDENR DWQ
Drvision Frve — 2612 North Dul.e Street Durham North Carolina 2770d
Telephone 919 220 4600 Fa�c 9l9 �60 3371
Low/Min�mal Impact Br�dge Pro�ect Data Sheet
�TIP NO BD 5105C
� WBS 45351 1 3
�Count Vance
� Brid e Number Bnd e 900067
Description Bnde No 67 over Red Bud
Creek on SR 1120
I Basin Tar Pamlico
f Class�fication C NSW
Stream SIN 28 17 2 3
Type Inlan�i
Size �?0 ft
Type .. span
Existmg Structure Size 97 P x 26 ft
Suff Ratin 20 8
Proposed Structure Type 3 span
Size 110 ft x 30 ft
Stream �USACE Impacts (LF) 661inearfeet
Non 404 Im acts LF 0 linear feet
USACE Impacts (AC) 0 acre
Wetlands Non 404 Impacts (AC) 0 01 acre
CAMA Im acts AC Not A licable
NC DWQ Buffers Im acts SF 2 666 sf BZ 1 1 022 sf BZ 2
Buffer Application Required (>40 ft) (Y/N) Yes
NC DWQ StormWateil Permit Re uired Y/N No
Habrtat (y/n) a �a 9� N
rt w dg mus I N
S eaes Present 8 Id gl N
T�tE p rtw dg mus I N
Bio Conclusion IdE gl N EH t
rtw dg mus I N Etf t
Moratorium �Type NotApplicable
Dates Not A licable
NatrvelHatche Not Applicable
Trout Waters Trout S ecies Present Not Ap licable
Trout Cond�tions Y/N Not Ap licable
WRC Reviewer Not A plicable
CAMA AECs Not A hcable
Essential Fish � Habitat /n No
Nav � 0 enin Not Applicable
USCG � Permit Not Applicable
Historic�Pro ert�es No Surve Re uired
Archaeolo ical�Resources NoSurve Re uired
Tribal Lands Not Applicable
4 f I Resources Not A licable
6 f LWCF Resources Not A licable
Wdd and IScernc Rrver Not Apphcable
Forest Service Lands Not Applicable
NA�Area Not Apphcabie
FEMAIBu out No
FEMAIFIood Study MOA
USTs � Haz Mats No
� Relocatees No
Location �LAT 36 301651
LONG 78 455941
No habitat for dwarf
Pro)ect Comments wedgemussel per Karen Lynch
(PDEA NEU) and confirmed by
USFWS
�
Completed by
Lead Eng eer
— —��
Division Environmental Officer
1215/2011
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Copynght (C) 1998 Maptech Inc
Beverly Eaves Perdue
Governor
���
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H Sullins
Director
Attachrnent L Low Impact Bridge Replacemerot Process
Low Impact B��;�ge Pro�ect Number BD 5105C County Vance
�ridge �Vo 67 over Red Bud Creek on SR 1120
V'�IBS Element Number 45351 1 3
This pro�ect is sub�ect to the Low Impact Bridge Process as agreed to on October 6
2009 This pro�ect meets the documentation requirements and approval procedures
under NEPA as defined by FHWA for Low Impact Bridge Replacements This pro�ect
meets the standards of NCDOT s Minimum Criteria Rules
Date December 5 2011
Applicant Name J W Bowman P E
Applicant Address 2612 N Duke Street
Durham NC 27704
Primary Contact for Pro�ect Chris Murray PWS
Phone Number (919) 220 4633
Is this an after the fact application _Yes X No
River Basin Tar Pamlico
Stream Classification C(DWQ Index Number 28-17 2 3
Regulatory Authorization Options for this Activity
Federal USACE Nationwide General Permit 3— Maintenance
State General Water Quality Certification #3687
Local None
Dee Freeman
Secretary
Pro�ect Description Replacement of existing three span bridge (97 foot long br�dge) w�th a
longer three span bridge (110 foot long bridge)
Permanent Impacts See attached permit drawing and summary sheet Note stream and non
404 wetland impacts Riparian buffer impacts will occur at site from pro�ect construction
Stormwater Information See attached stormwater management plan
Signature
C�
Prmt Name C� �'S�u �u IT M.���w
T�tle �D,v S �n.,r 1,,ner-��5� r
Transportation Permitting Unit
1650 Mail Service Center Raleigh North Carolina 27699 1650
Location 2321 Crabtree Blvd Raleigh North Carolina 27604
Phone 919 733 17861 FAX 919 733 6893
Internet http /lh2o enr state nc uslncwetlands/
An Equal Opportunity 1 Affirmative Action Employer
�,
NoithCarolina
��titt°a���
STORMWATER MANAGEMENT PLAN
Pro�ect 45351 1 3
I D No BD S l O5C
,� Vance County
�
5/26/2011
Hydraulics Pro�ect Manager W Herbert Turner Jr PE (Nlorence & Hutcheson)
Randy Boyd PE (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
The pro�ect consists of construction of a new 110 feet long 21 cored slab bridge to
replace the existing 97 feet long bridge #67 on SR 1120 over Red Bud Creek The total
proJect length is 0 145 miles The pro�ect is located in the Tar Pamlico River Basin The
pro�ect drainage system consists of grass shoulders grassed swale grated inlets with
associated pipes and a preformed scour hole at the pipe outfall
Jurisdictional Streams Red Bud Creek
ENVIRONMENTAL DESCRIPTION
The pro�ect is located wrthin the Tar Pamlico River Basin in Vance County The stream
is classified as C NSW There is a non 404 isolated wetland in the northwest quadrant of
the bridge Tar Pamlico Buffer Rules have been adopted for the pro�ect Storm water
impacts to the stream have been mimmized by utilizing sheet flow on grass shoulders
along the roadway using grassed swale & preformed scour hole and compliance wrth
Buffer Rules to provide diffuse flow through buffer or control stormwater's mtrogen
before entering the stream Wetland impact has been reduced to a mimmum by avoiding
drtching through the wetland The existmg drainage patterns have been maintamed wrth
the hydraulic design of the pro�ect
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 activrties practices and procedures taken to prevent or reduce stormwater
pollution The BMP measures used on this pro�ect to reduce stormwater impacts are
Sheet flow on �rass shoulders along the roadway
This will promote mfiltration and filtration of pavement runoff by directing sheet flow
over grassed shoulder slopes
Performed scour hole
Stormwater from the bridge will be drained to a preformed scour hole at 14+72 LT to
dissipate energy to provide a non-erosive sheet (diffuse) flow to the buffer
Grassed swale
Proposed grassed swale in southwest quadrant will be installed to replace existing
drtch/swale Grassed swale treats runoff through physical filtration infiltration and
biofiltration 1t wil� control stormwater s nrtrogen before entering the stream
Compliance witll Buffer Rules to provide diffuse flow or control mtro en
NW quadrant Proposed roadway is m fill section and no proposed ditch (concentrated
flow) is expected through buffer Bridge stormwater will be drained to the preformed
scour hole to diffuse flow Thus sheet flow will be provided through buffer
NE quadrant Proposed roadway is in fill section to retain existing drtch The existing
ditch is draining away from the buffer There are no storm drain pipe outlets Thus sheet
flow will be provided through buffer
SE quadrant Proposed roadway is in fill section and no proposed drtch or storm dram
outlet (concentrated flow) is expected through buffer Thus, sheet flow will be provided
through buffer
SW quadrant Proposed roadway is in fill section The proposed lateral grassed swale will
be installed to control stormwater s mtrogen before entermg the stream
No deck drains
This will avoid direct dtscharge of storm water from the bridge deck mto the receivmg
water
Bank stabilization
Bank stabilization with class II rip rap is provided on both sides of the stream at the
bridge crossing to provide long term bank stability to prevent erosion This will provide a
stable steam and the stream will not degrade m the evolution process
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