19950081 Ver 1_Complete File_19950130

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
A74VF
ID EHNR
January 30, 1995
Haywood County
DEM Project # 95081
APPROVAL of 401 Water Quality Certification
Mr. C.R. Styles
P.O. Box 250
Bryson City, N.C. 28713
FILE C0r1""'
Dear Mr. Styles:
You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose
of road maintenance at SR 1336, Wesley Creek Road, as you described in your application dated
17 January 1995. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 2732. This certification allows you to use Nationwide
Permit Number 14 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us:a new application.
For this approval to be valid, you must follow,the conditions listed in the attacheds.certification. Jn .
addition, you should get any other federal, state or local permits before, you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may; ask, for an adjudicatory
hearing. You must act within 30 days of the date that you receive this letters To ask fora hearing,
send a written petition which conforms to Chapter 150B of the North-Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely
reston Howard, Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
95081.1tr
P.O.-Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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STATE OF NORTH CAROLINA b
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DEPARTMENT OF TPANSPORTATION
JAMES B. HUNT, JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT III
GOVERNOR SECRETARY
Bryson City, NC 28713,
January 17, 1995

Haywood County
SR 1537
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson,
111
The North Carolina Department of Transportation is proposing to grade, drain, base and
pave primarily along the existing roadway of SR 1537, Ernest Rogers Road, in Haywood County.
-- In order to construct this project in accordance with our current secondary road standards, a pipe
culvert along a tributary of the Pigeon River (DEM Class C), will have to be replaced. We are p
requesting authorization under Section 404 of the Clean Water Act to replace this culvert..
I am sending a straight line diagram with our proposed erosion control and construction
limits at various sites along the project. In addition a typical section of the road, drawings for the
pipe culvert replacement, general notes and standards on erosion control measures, and a marked
county map.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control measures daily to
ensure sedimentation and erosion are being effectively controlled. If the planned devices are not
functioning as intended, they will immediately be replaced with better devices. The rock silt screen
will be in place prior to pipe construction and will remain in place until the project is stabilized.
By copy of this letter I am asking Mr. David Yow, North Carolina Resources Commission,
District Fisheries Biologist to comment directly to you concerning the 404 Nationwide permit
request.

O
Mr. Bob Johnson
Page 2
January 17, 1995
Also by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clean Water Act from Division of Environmental Management.
We would like to begin construction as soon as possible. If further information is required,
please advise. Your early review and consideration will be appreciated.
Yours truly,
C. R. Styles P.
District Engineer
CRS/wmt °
cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer-
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District Fisheries Biologist, NCWRC

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DEM ID: ry ?'.A OII 1LNationwide Permit Requested (Provide Nationwide Permit #); 14
JOINT FORMFOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 4071 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING ,
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P O. Box 1890 AND NATURAL RESOURCES °
Vrdmington, NC -28402-1890, P.O. Box 29535
AWN: CESA.W-CO-E 12aleigh, NC 27626-0535
Telephone [phone] AITN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPUCATI4N SHOULD BE`SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE.N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT. ; . ,; ; .. .
1. Owners Name: _ NC Department of transportation .
2. Owners Address: P.O. Box. 250, Bryson City,; NC :. 28713 ,
3. Owners Phone Number*(Horne):: (7 0 4) 4 8 8 - 2131
(Work).
4. If Applicable: Agent's name or res 6nsible cQ
p rporate official, address, phone number:
C. R. Styles
0
5. Location of work (MUST ATTACH MAP). County:'' ' Haywood County
Nearest Town or City: Clyde, NC
Speck Location•(Include road numbers, landmarks, etc.): SR 1537, Ernest Rocters Road
0
6. Name of Closest StreanMver: Pigeon River
7. River Basin: French Broad River _--
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO ]
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
0.01 Ac
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled.. 0.01 Ac r
Drained:
Flooded:
Excavated:
Total Impacted: 0.01 Ac
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-L.IXOSION CONTROL
DETAiLS * AND.
SPECIFICATIONS
245.03 Temporary Silt Ditch
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245.05 Temporary D6verslon
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893.01 Temporary Silt Fence
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890.05 Temporary Slope Drain with. Earth Berra ? a--.-
245.01 Silt Basin Type A ... ° ° .......... 2:
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245.02 Silt Basin Typ®B ..
892.04 Temporary Rock Silt Check Type-A
895.10 Temporary Rock Silt Check Type-B y
892.01 Temporary Flock Sediment Dam Type-A
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892.02 Temporary Rock Sediment Darn Type-B ..
8217.01 Rock Pipe Inlet Protection Type-A I?
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.02 Rock Pipe Inlet Protection Type-13 ,,.....r vex '
394.01 Rock Silt Screen
................o...........................
245.04
Stilling Bain ..............
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Rock Inlet Protections
096.01 Type A ................. ? L • ®R -r A )
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March, 1992

4

TEmipoRARY Rccr-c SILT. CHECK `HYPE-B:
A temporary rock silt check type-B (also called check dam), is a small dawn with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. 't'hese type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
© In conjunction with type,-B silt basins.
DESIGN CRrrEruA:
Center of rock silt check shall be at least 1 foot lower than the outer edges
(top of channel sides)
PTM`
® The spacing (ft.) = (3 / %® of ditch ode) X .100 ft.'
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ROCK SILT SCREEN:
A rock silt screen is a flow-level darn structure toT used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall, be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. ne trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
Where it can be cleaned before kis removed from stream.
DESIGN CRITERIA:
0 Structural stone. - classS E stone
® Sediment control stone - # 5 or 0 57 stone
Dam height - 1.5 ft. minimum and 3 A. maximum' ( shall not be higher than
1 ft. above normal flow of stream)
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