20091205 Ver 1_Site Inspection_20110824

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NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen N. Sullins
Governor Director
August 22, 201 I
Mr. J. B. Setzer, P.E.
Division 14 Engineer
N.C. Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
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D ~~~~R9e~,cFreeman
~cretary
Subject: Inspection-NCSR 1890
Hungry Creek Road
DWQ Project 09-1205
TIP No. B-2988
Haywood County
Dear Mc Setzer:
On August 1 1, 201 1, I inspected the construction work at the-new bridge site on NCSR 1890, Hungry Creek
Road in Haywood County. Approximately one half of the new bridge has been constructed and traffic has
been rerouted to the new bridge section and the beams for the other half have been set.
Please continue to ensure that all sediment and erosion control structures are maintained and that seeding and
mulching are performed as needed to protect downstream waters. A copy of the inspection report is attached
to this letter.
If you have questions, please call me at 828-296-4500.
Sincerely,
/G~~
Michael R. Parker
Environmental Senior Specialist
Attachment
cc: Mitchell Bishop, P.E.
Mark Davis, Division 14, DEO
Ed Ingle, Roadside Environmental
Transportation Permitting Unit
Mike Parker, Asheville Regional Office
(Setzer) NCSR 1890 8-2988 Inspection Leaer August 2011
SURFACE WATER PROTECTION SECTION -Asheville Regional Once
2090 U.S. 70 Hghway, Swannanoa, NC 28778-8211
Phone: [phone] FAX :[phone] One
Customer Service: 1-877-623-6748 NOrthCarOhna
Internet: www.ncwatemualiN.oro ~aturallr~
An Equal Opportunity 1 Affuma6ve Action Employer

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DWO Site Visits fo'r DOT Projects
Field Sheet
DWQ representative: Michael R. Parker Date: August I I, 2011
County: Haywood Region: Asheville
DOT Division: Division 14
Activity: X 401 Compliance Evaluation ^ Complaint
^DWQ Follow Up Evaluation ^ Other
DWQ 401 #: 09-1205 NW Permit #: 23 and 33 IP #: ~~
Project Name:
Location of Project:
NCSR 1890 Hungry Creek Road B-2988
From the intersection of NC Hwy 110 and US Hwy 276 south of Canton, NC travel
approximately 5 miles. NCSR 1890 is on the left side of US 276.
Project Complete: ^Yes X No
XU Bridge
^ Culvert
^ Bottomless Culvert
^ Bottomless Arch
^ Riprap Inlet/Outlet Stabilization
^ Spoil Pile
^ Borcow Pit
^ Wetland Mitigation
^ Stream Restoration '
^ On-site Stream Relocation
^ Buffer Restoration
X^ Bank Stabilization
X^ Other Temp. Causeway
If no, estimated date of completion:
Steam Standards Violation
] Turbidity
Evidence of spills
Oil/Petroleum
Solid Waste
Failed E & S control measures
] Sedimentation Impacts
Stormwater Permit Violation
] Fill
Buffer Impacts (see below)
Other
Additional Wetland Impacts: ^ yes X^ no Estimated Acres
^ Zone I Est Acres ~ ^ Zone 2 Est Acres
Additional Stream Impacts: ^ yes X^ no Est Linear feet
Estimated linear feet of impact:
Buffer Impacts: ^Neuse ^Tar-Pam ^Randleman ^Catawba
Zone 1: ^Yes ^No Est linear ft/ acreage of buffer impact ~ ac
Zone 2: ^Yes ^No Est linear ft/ acreage of buffer impact ft/ ac
Buffer Designation: ^Exempt ^Allowable ^Allowable w/mitigation ^Prohibited

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Name of Waterway(s):
DWO Site Visits for DOT Projects
Background Info
East Fork Pigeon River
Basin/ Subbasin: French Broad River 040305
Wetland Type: ^Isolated ^Non-Isolated (Waters of US)
Stream Class: ^Class B ^303d Listed ^WS-II ^WS-V ^SB
^Class C ^ORW X^Trout X^WS-III ^NSW
^HQW ^WS-I ^WS-N ^SA ^CA
Type of Authorized Impact: ^Culvert ^Bottomless Culvert
X^Bridge ^Bottomless Arch
^Riprap Inlet/Outlet Stabilization X^Fill
Authorized Wetland Impacts: ^0- 1/10's acre ^1/11`" to 1/3`d acre
^1/3rd to 1.0 acre ^> 1.0 acre
Authorized Stream Impacts: X^< 150 linear feet ^> 150 linear feet
Additional comments:
Reviewed project on August 11, 201. There was no one working on-site, '
One half of the new bridge has been completed and traffic has been rerouted [o the new section of bridge.
Beams have been set for the second half of the bridge.
Maintain erosion control devices and continue with seeding and matting as requ'ved to protect State surface
waters.
Rip rap placed for stabilization should not exceed 401 requirements of 46 linear feet.
B-2988 NCSR 1890 August 2011