20190147 Ver 1_Surry #12_Letter_20190201

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STATE OF 1`I�RTH CAROLJNA
DEPARTTMEENT OF TRANSPQRTATION
RdY COOPER
Govr.RNOR
February 1, 20I9
Mr. Steve Kichefski
U. S. Ar�ny Cc�rps af Engineers
Ashevrlle Regulatory Fieid Office
151 Patton Avenue, Rooxn 208
As�evi�l�, NC 28801-5006
.TAMES H_ TRO[;DON, IIi
SECRE'I ARY
Subject: 1`�ationwide Permit #3
Replaee Bridge #12 on SR 1122 with New Bridge
Surry Cnunty, Norkh Carolina
Project Number: 17BP.11.R.183 (Na DWR Pernuit Fee Reyuired)
Dear Mr. Kichefski:
The North Carolina D�partment of TranspQrtaiion is scheduied ta rep�ace Bridge # 12
with a new bridge at the same location. The existin� 3-span timber and steel bridge is has
a total length of 121' and is 24' wide out to out. The propose� 2-span bridge is a 130'
Iong by 30' wide. Axz affsite detour is proposed.
Stream Impacts:
Statian E�isting Proposed Temporaary Riprap Total �mpac�s
Nu7mber Str�cture Size Structure Dewatering Irn�acts at this Station
Size (feet) (feet) (feet}
121' long x 24' 130' iong x 30'
Bridge #I2 wide bridge wide 6ridge �3 ist 5$
Per�. FilllRiparap Impacts = Total Pro�ect Impacts = 58
�5 feet �'eet
1 The riprap total herE includes ail bank stabilization and bank hardening associated with
the new structure and riprap that is beyond the footprint of the existing structure and wing
�valls.
T�e replace�nent of the existing bridge with the propased naw �ridge will require
temporaty dewa�ering during interior bent re�noval and riprap ins�al�ation. An
Matfing Address:
NC DEPf�RTMEN'1" OF TRpNSPOATATION
1�IVi510%] d]
80I STA'1'ESVCLLE RQAD
NORTH WILKF,SBORO, NC 28659
Telephorre: (336) 6b7-91 l ]
�'ax: [phone]
Customer Service: 1-$77-368-A96�i
G['ehsite: wtivw.ncdotgov

Mr. Steve Kichefski
Surty Bridge #12
Febr�ary 1, 20I9
impervious dike will be constructed adjacent to the proposed impact aa-ea to isolate the
work area. Any dirly water located inside the construction area wiil be pumped into a silt
bag if necessary. Once xhe work is complete, the impervious dikes wilI be removed and
preconstruction streambed elevations wiu be restored.
Construction of this project will require impacts to waters of tlxe United States in the
Yadkin River Basin. The existing bridge crosses Snow Creek (Class: C) and is not
lacated in a trout watershed. This praject does not c�ain to designated critical habitat.
This project was reviewed far the presence of threatened ar�d endangered species in the
iield and I have a1so. included a query of the NCNHP database. Based on the project area
mapped with my request, the datahase search indicates that there are no records fc�r
threatened or endangered species, important natural communities, natural areas, or
conservation/managed areas withi� the proposed project boundaxy. No tree clearing zs
necessary. The NLEB is listed as a protected species in this courrty but the project does
not fall within 0.25 miles of any red HUC identified in the SLOPES spelled out in the
Nationwide Permit Regianal Conditians. We do not anticipate any impact to any other
federally listed species.
Cultural resaurce complianc� work has been comp]eted. Dobbins Mill is adjacent to th�
project and is eligible for lxsting on the National Registez� of Historic Places. NCDOT has
obtained a no aclverse effect call from SHPO provided that we instali a 2-bar metaI rail on
the bridge. This issue triggered the official notification to you. Na archaeological
resources will be affected by this praject (see attached).
The project impacts are not significant in nature and should not remove or degrade
existing water qualiry uses. Stormwater will be routed through grass or rock lined
ditches, depend'zng on the ditch line slope. Pipe sizes used will be the minunum
necessary to create a safe roadway. By utiiizing the erosion control �easures outlined in
ih� attachments to this appiication, downstream water quality standards wiil be protected.
All appropriate BMPs will be used dwring construction.
We wauld like to begin construction as soan as possible. If further information is
req�xired, please Iet me know. Your early review and consideration wili be appreciated.
Sinc�rely,
�
�
Heath Slaughter
Di�ision Envirozunen#al Qfficer
Enclosures
cc: Joe Laws, PE, Division Sridge Pragrarn Managez
Mark Johnson, Division Bxidge Progzazx� Technician
Tadd Hiatt, Roadside Environmental Field Qperations Engineer