19990763 Ver 1_Complete File_19990714

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
11k,?WAA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 22, 1999
Jackson County
WQC 401 Project # 990763
APPROVAL of 401 Water Quality Certification
C. R. Styles
NC DOT
PO Box 250
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions, to place fill material for the purpose of paving
SR 1359, as you described in your application dated July 14, 1999. After reviewing your application, we have decided
that this fill is covered by General Water Quality Certification Number 3103. This Certification allows you to use
Nationwide Permit Number 14 when the Corps of Engineers issues it. 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 Watershed regulations. Also 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 for a new certification. If the property is
sold, the new owner must be given a copy of the 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). For this approval to be valid, you must follow the conditions
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 Dorney at 919-733-1786.
Sincerely,
®rrStevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
990763.1tr
Division of Water Quality - Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
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PAYMENT _ ?7?
RECEIVED

STATE OF NORTH CAROLINA
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0"?T
407
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID MCCOY
GOVERNOR SECRETARY
June 25, 1999
Jackson County
SR 1359
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1359, River Road in Jackson County. In
order to construct this project in accordance with our current secondary road standards and due
to the replacement and extension of one (1) pipe culvert and the addition of one (1) pipe culvert
in two unnamed tributaries of the Tuckasegee River (DEM Class B, Tr), we are requesting
authorization under Section 404 of the Clean Water Act.
I 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 pipe replacement/extension and the pipe addition in the unnamed tributaries of
the Tuckasegee River, 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. Bob Johnson
Page 2
June 25, 1999
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), and Mr. Richard Phillips
(DENR), 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.
You uly,
C. les, P. E.
District Engineer
CRS:sd
atta.
cc: Mr. Richard Phillips, P. E., Regional Engineer DENR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. John Dorney, Division of Water Quality, DENR
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
DWQ ID: CORPS ACTION ID:
:NATIONWIDE PEI2NIIT REQUESTED (PROVIDE -NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM 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, ATM: 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. Drawer 250
SUBDIVISION NAME: N/A
CITY: Bryson Ci ty STATE: ZIP CODE: 28713
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME ( DIFFERENT FROM
MAILING ADDRESS ABOVE): /? ?J??9 y gr- J'D ad 'n = c Lsb /'j C, 6 ?n416
3. TELEPHONE NUMBER: (HOME)
(WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Sarre as above # 1
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE): t COUNTY: ?} a c k5 y h NEAREST TOWN OR CITY: D) //S orc5
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ECT.) S R )3S 11 K y Q r- IC O of ,e,\
sd
6. IMPACTED OR NEAREST STREAM/RIVER: Y1 n a, W, cr?o?r . O t
/ l J -Tu c k a-<. -c ;V D ri; Ca
RIVERBASIN: t, 141e levinC?SSee, R;yQf C,n g /c
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN?CHANNEL RELOCATION: -PLACEMENT OF:PIPE IN CrIANNEL. ?©. L F .
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
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 '/Z" BY 11" DRAWINGS
ONLY): To widen and pave SR iaSOi to meet current WDOT Standards by use of track hoes,
bulldozers, duap trucks, back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK: Sara as above 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 to NCDOT Standards. AlI'Channel changes will be
constructed in the drv Rip rap will only be used for bank stabilization. Alders, Red Maples,
Black Walnuts Willows Sycamores Dogwoods etc will be re-established on the banks. All
pipe replacements will be placed slightly below the existing streambed 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 Corps.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY
BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED. Handled by Corps
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES NO n (IF NO, GO TO 18)
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EROSION CONTROL
DETAILS AND.
SPECIF.ICiATIONS

245.03
Temporary Silt Ditch ...........
Tso
245.05 Temporary Diversion
TO
893.01 Temporary Silt Fence .
890.05 Temporary'•iSlope' Drain with Earth Berm •-=
245.01 Slit Basin Type A
245.02 Silt Basin Type B -,C•_„ _
892.04 Temporary Rock Silt heck Type-A-??-..........
895.10 Temporary Rock Silt Check Type-B .,__
892.01 Temporary Rock Sediment Dam Type-A
............
892.02 Temporary Rock •.5ediment Dam Type-B
897.01 Rock Pipe Inlet Protection Type-A
897.02 Rock Pipe Inlet Protection Type-B „-
894.01 Rock Silt Screen
...........................................
245.04 Stilling Basin ,
Rock. Inlet Protection:
896.01 Type A ........................... .....: /-? OR -• A
896.02 Type B .: .. B
896.03 Type C ......... ................ --OR C))
12 March, 1992
.o•;t isY
•R n

'.:r•:. •. l •? lIV.L Il . . • . . . . . . .
Railroad ..:'.•.'..................'......
Control of Access Line--'..... • : • • • . • A
Slope Stalcc: Line .....................
Cul . .
ver,
.:• •. :' .......
p .........
'e le lint nc,Telc?rtiph Polc tt:?t 't' -o- ?t'itot' •O- t
To%% er Pole and Line... • • • • • •'
• Power Pole . ' ' :. ...:.... , IENISI d ?-1t"ttoi' .b
Easenicii Lille
1
'.....:... ?..?
1yfowing i.iniit'.'.?..•..........
Guard lZail ..' ....:................'... • .
::...:.........: --?-?s• --T--SS
S '•nitar • Sewer'. Line.
Water Line.. .....'.• • ............... . cas .
• -a--
Gas Lini:.'.. ; ..?....'::...:........ ••: • ,.'PttOt'ust:n. r.xts't'tNo
................... -?--??' ?-?-
Chain Liiil: Fence**
Woven Wire fence': , . , .. • , ......
Reacneracion ....... •'. e • • ..'... • •?`'?
Refoi'estatiai1 :...•...... • .... • .. • ..:..
TSU
Temporary Silt Ditch
-{•r--==-as 1r -! I?-
I.P
•
'Ten1porsry.SlopeDt•tun?.. .:..:........:.
Brush Barrier ..::'+: .•. 4. .:....... . . ?...:
SiltChecl<Dam1yj)eA•..•••••.••••••.• n
•
Silt Checl< Dam Z'ype.B ..'.. , .. • .. e • Ile
.Silc Basin Z?'pe'A' ...:.:'....:?..........' ??.
Silt Basiri Type B?.•.?......?..:.:.. • ... •
IRocl< Si1c Checl< Dam .............:.. • .
2-1rth bo rni ..........::.:.. •• .........
Temp • S lone Ditch Check ......... ;?
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TEMP SLOPE DRAIN
TEMP SILT' DITCH
EARTH EMBANKMENT
SILT FENCE
FIBERGLASS ROVING
RI P RAP
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TEMPORARY SILT FENCE:
nunonl used at the toe.of.a fill section to prevent off
.co . Y
" ..,,uned,at the attot,:w.:,. ,
silt fence is n
P`teirporarysite sedimentation: It is made of permeable silt fence reduces the water flow while
supported by steel posts. The s
stretched and Themay also be used to divert water flow to protected
retaining the sediment Y shall not be
outlets. Silt fences need Tto be hey checked after each significant rSilt ainfall fences to ensure ere
must be maintained on a regular basis.
effectiveness. They
installed across streams, ditches, or waterways.
AREAS OF USE:
sections where sediment runoff can be stored and contained
• At toe of fill
the project limits.
DESIGN CRITERIA:
Material
Fabric
Steel posts length
post spacing
fth 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
SELT BASIN TYPE-B:

silt.basin::typeB is atemporary basin built to collect sediment iZowing 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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24 March.1992
ROCK PIPE INLET PROTECTION TYPE-A:
° •
• •
oa-
A ack ipe inlet protection type-A is a horseshoe shaped structure with a built-in
r. p
sediment storage. area around the outside perimeter of the str?:ctLe. a type
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.
d maintained on a regular basis.
• In areas where it can be cleaned an
DESIGN CRITERIA:
• Structural stone - class-B stone
• Sediment control stone - #5 or #57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
33 March, 1992
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ROCK SILT SCREEN:
3
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 CRI'T'ERIA:
• 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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