20000310 Ver 1_Complete File_20000310

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
©o
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 27, 2000
Swain County
DWQ Project # 000310
APPROVAL of 401 Water Quality Certification
NC DOT
c/o C.R. Styles, District Engineer
PO Drawer 250
Bryson City, NC 28713
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to impact five unnamed
tributaries to Licklog Creek totaling 287 linear feet in Swain County for the purpose of road maintenance, as you described in
your application received by the Division of Water Quality on March 10, 2000. After reviewing your application, we have
decided that this action is covered by General Water Quality Certification Numbers 3103 and 3108. This certification allows
you to use Nationwide Permit Numbers 14 and 26 when the Corps of Engineers issues them. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Water shed regulations. This approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
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. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in
15A NCAC 2H.0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions below and those listed in
the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a 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 Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Domey at 919-733-9646.
Pcl
tevens
Attachment
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
File Copy
Central Files
000310
Division of Water Quality - Non-Discharge Branch
1621 Mail Service Center, Raleigh, NC 27699-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
httpJ/h2o.enr.state.nc.us/wetlandc.htmi

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. E. NORRIS TOLSON
GOVERNOR SECRETARY
February 29, 2000
Swain County
SR 1113
0 00 1 J
Mr. Steve Lund, NCDOT Coordinator
U. S. Army Corps of Engineers
Regulatory Branch PIVNIEM `
151 Patton Avenue, Room 143 RECEIVED
Asheville, NC 28801-5006
Dear Mr. Lund:
The North Carolina Department of Transportation is proposing to grade, drain, base and
pave primarily along the existing roadway of SR 1113, Licklog Road in Swain County. In order
to construct this project in accordance with our current secondary road standards, and due to
the rechannelization of an unnamed tributary to Licklog Creek (DEM Class C), and the
replacement and/or extension of five (5) pipe culverts in five unnamed tributaries of Licklog
Creek, we are requesting authorization under Section 404 of the Clean Water Act.
am sending a straight-line diagram with our proposed erosion control and construction
limits at various sites along this project. In addition, a typical section of the road, drawings for
the channel change and the pipe replace ment/extensions in the unnamed tributaries of Licklog
Creek, general notes and standards on erosion control measures, and a marked County Map
are enclosed. We propose to install the new culverts slightly below the existing stream bed
elevation where bedrock is not encountered to minimize impact to Wildlife habitat and allow the
existing stream gradient to remain as unchanged as physically possible.
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 controls are being effectively controlled. If the planned
devices are not functioning as intended, they will immediately be replaced with better devices.
The silt fences and other erosion control devices will be in place prior to pipe construction and
will remain in place until the project is stabilized.
P.O. Box 250, Bryson City, NC 28713 Phone [phone]

Mr. Steve Lund
Page 2
February 29, 2000
By copy of this letter I am asking Mr. Mark Davis, Habitat Coordinator Western Mountain
District, of the NCWRC to comment directly to you concerning the 404 Nationwide permit
request.
Also by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clear Water Act from Division of Water Quality. In addition, I am asking Mr. Davis and Mr.
Ed Ingle, Area Roadside Environmental Engineer (NCDOT), to comment directly to me
concerning this permit request.
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 C
YtIes ,
C. R. P. E.
District Engineer
CRS:sd
atta.
cc: Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
Mr. John Dorney, Water Quality Certification Unit, DWQ
it
. Box 250, Bryson City, NC 28713 Phone [phone]
P.O
, 14
ti
DIFFERENT FROM
in "?Zt_i, " _c)
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Sara as above # 1
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE): -11-%
COUNTY: 'S[ til AI !? NEAREST TOWN OR CITY: 'LSC .41'f
ECIFIC LOCATION (INCLUDE ROAD
NUivlBERS, LANDMARKS, ECT.)
CORPS ACTION ID:
NATIONWIDE PERINUT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 1 Z 6
DWQ ID:
PRE-CONSTRUCTION NOTIFICATION, APPIIICATION,
FOR NATIONWIDE PERMITS THAT REQUIRE:
f,"M 1 0 2000
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
tiVETLAt1)S l !;ul'
3. COORDINATION WITH THE NC DIVISION OF COASTAL M'ANAGENI 19 !
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORZ-v1 TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES
MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY
CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT.
1. OWNER'S NAME: NC DOT - District Engineer: C. R. Styles, P.E.
2. MAILING ADDRESS: P.O. DraAer 250
SUBDIVISION NAME: N/A
CITY: Bryson City STATE: ZIP CODE: 28713
PROJECT LOCATION ADDRESS, INCLUDING SUBDIV
MAILING ADDRESS ABOVE): S e// 1.3 , L (-
6. IMPACTED OR NEAREST STREAM/RIVER: A n ??• ).t f? • e- ?'
(freek AGM C1,1-ss C:)
t .,?< <.Se' ?• ?' ??C r ?? i Y`
?l'
RIVER BASIN: LA k
b
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: / 9 0 PLACEMENT OF PIPE IN CHANNEL: / 1 7
CHANNEL EXCAVATION: CONSTRUCTION OF A DAMNLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS: 8 '/2" BY 11" DRAWINGS
ONLY): To widen and pave SR 813 to met current NCDOT Standards by use of track hoes,
bulldozers, duap trucks, back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK:
cam ae iheve in # 12
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
To gain the needed width to build SR /i3 to NCDOT Standards. All-Channel changes will be
_ constructed in the dry. Rip rap will only be used for bank stabilization. Alders, Red Maples,
Black Sycamres. s etc. will be re-established on the banks. All
pi replacements will be placed slightly below the existing strearrbed gradient so natural
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED
OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN
THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: Handled b Cor s.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH i\L-%Y
BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: Handled b Corps.
NO, GO TOT RE OF PUBLIC FUNDS OT THE USE OF PUBLIC
17. DOES THE PROJECT INVOLVE AN
(STATE) LAND'. YE S NO C]
01
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FROM ?5,Z, ///q .SS$.5 -- 6i1ID F9o?ELT
ADD ITION
IMPROVEMENT
TO BE PAVED

P. POLES TO BE MOVED o
T. POLES TO BE MOVED o
_R 1W WIDTH
SCALE 1 = 50'.-
DATA : y--??
7
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EROSION CONTROL
DETAILS AND SPECIFIC,ATIONS

S t? [sue t?
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245.03 Temporary Silt Ditch
245.05 Temporary Diversion ,-•-••••••--•••••-j•---•••-••• -n
O
893.01 ............................ •-?
Temporary Slit Fence TD
890.05 Temporary"'lope' Drain with Earth Berm «-;

245.01
Sllt Basin Type A •-•-••
• .-

245.02
:..
..............................
Silt Basin Type B
892.04 Temporary Rock Slit Check-Type-A .....
•-• • • -
-•
•
895.10 _
_
Temporary Rock Silt Check Type-B • -?
•
-
892.01 _
_
Temporary Rock Sediment Dam Type-A ••
892.02 Temporary Rock* ?cdlment Dam Type-B .••••-•-••--
897.01
89 Rock Pipe Inlet Protectlon Type--:A -•- •••
.
7.02
894
01 Rock Pipe Inlet Protectlon Type-B ••..•-.....
• U •_

t
. Rock Silt Screen

245.04 • ........................•......
Stillin """"""_
g Basin •
......................................
Rock. Inlet Protection: ----
LEY
896.01 Type A
896.02 Type B ................ BF0j..'OR E3
896.03 Type C ........:.... ;....... .... C ? • OR C))

12
March, 1992

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TEMP SILT DITCH -TSD-
EARTH EMBANKMENT
S I LT FENCE
FIBERGLP.SS ROVING -- EGA
RI P RAP
TEMPORARY SILT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flowwhile
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Material
Fabric
Steel posts length
Post spacing
With Wire
Type 3 Class A
5 ft
10 ft.
Without Wire
Type 3 Class B
5 ft.
6 ft. maximum
17 March, 1992
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18 March,1992
SILT BASIN TYPE-B:
7//7
A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary rock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
23 March, 1992
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ROCK PIPE INLET PROTECTION TYPE-A: o °la
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A rock pipe inlet protection type-A is a horseshoe shaped structure with a built-in
sediment storage area around the outside perimeter of the structure. The type-A
rock pipe inlet protection shall be used at pipe inlets no larger than 36 inches in
diameter where it is receiving flow from several directions. The type-A rock pipe
inlet protection utilizes class-B stone lined with #5 or #57 stone to protect drainage
pipe structures by trapping sediment before it enters. They have a sediment storage
pit which is designed by the same procedures as a silt basin.
AREAS OF USE:
• At inlets to pipes no larger than 36 inches in diameter where it receives flow
from several directions.
• In areas where it can be cleaned and maintained on a regular basis.
DESIGN CRITERIA:
• Structural stone - class-B stone
• Sediment control stone - #5 or 1#57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
33 March, 1992
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34 March,1992
ROCK SILT SCREEN:
A
A rock silt screen is a low-level dam structure to be 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. The 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 it is removed from stream.
DESIGN CRITERIA:
Structural stone - class B stone
Sediment control stone - # 5 or # 57 stone
Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
37 March, 1992
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