19990761 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
ILF!WA
MINN
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 28, 1999
Haywood County
DWQ Project # 990761
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 1803, 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
National 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 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
'',Jtlus project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H.Q5W (h). For this approval to be valid, you must follow the conditions listed in the attached certification. This
approvat shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
?ettitl'cation. ,
If you.do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
ct wi days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
ter B'of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
27 11;7447 This certification and its conditions are final and binding unless you ask for a hearing.
This lettorcompletes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
tq( questions, please telephone John Domey at 919-733-1786.
an}t
SAttachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files. 990761.1tr
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
http://h2o.enr.state.nc.us/wetlandc.html
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID McCOY
GOVERNOR SECRETARY
June 23, 1999
Haywood County
SR 1803
PAYMENT
Mr. Bob Johnson RECEIVED
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 1803, Liner-Palmer Road in Haywood
County. FIn. order to construct this project in accordance wit rrent secondary road
standards and due to the replacement and extension of on ' (1) pi e culvert in an unnamed
tributary of fZatcliffe Cove Branch (DEM Class B), we are re mg authorization under
Section 404--d 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 in Ratcliffe Cove Branch, general notes and
standards on erosion control measures, and a marked County Map are enclosed. We propose
to install the new culvert 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 ensureisedimgntation and erosion controls are being effectively controlled. If the planned
devices 7e notlunctioning 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]

WTIVAI
03VOW

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Mr. Bob Johnson
Page 2
June 23, 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.
,
Yot
C. s, P. E.
Disgineer
CRS:sd
ta
at
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
l_;Dorney, Division of Water Quality, DENR
Mr. J-'
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
t %
DWQ ID: CORPS ACTION ID: i /
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIOMVIDE PERMIT.#) ! -1 `
. PRE-CONSTRUC'T'ION 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, 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. Drawer 250
CITY: Bryson City STATE: ZIP CODE:
28713
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
ll?
MAILING ADDRESS ABOVE):
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 Oft AERIAL PHOTOGRAPHY WITH SCALE):
x COUN a L tj 60d NEAREST TOWN OR CITY: ?WIn 5 U i
IY
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS- LANDMARKS, ECT.) S l iq 03 L Ro Irn Zr` o r d
i h N?
6. D IPACTED OR NEAREST STREAM/RIVER: h c3 ?7P1 (??2 ?jrz??
RIVER BASIN: ,f?(',?ti I` ; ?Q?f />Qs ; h
SUBDIVISION NAME: N/A
1

(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNNEL:
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: 81/2" BY 11" DRAWINGS
ONLY): To widen and pave SR 1 kO3 to meet current NCDOf Standards by use of track hoes,
_..
bulldozers, duffp trucks, back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK:
.,arm as above in # 12
14. STATE REASONS WHY IT IS BELITVAE?D TN ACMIZETWETLANDIVITY OUT IN
WETLANDS (INCLUDE ANY MEASURES
To gain: he needed width to build SR 1903 to NCDOT Standards. AlI Channel changes will be
constructed in the dry Rip rap will only be used for bank stabilization. Alders, Red Maples,
51 ck W Will ows. S carrores s etc. will be re-established on the banks. All
i r lacements will be laced slightly below the existing gradient so natural
ran he rp
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MA Lt NE 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
PROOSED PROJE HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY
(SHPO) REGARDING THE PRESENCE OF
BE AFFECTED BY THE
DATE CONTACTED: Handled by CO S.
17. DOES THE PROJECT O OLVE (IF NO, GO IT g E OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND YE C] 3
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31321 820000 FEET 1322 557'30" 1323 / (WA YNE,1
120 4454 IV NW4-NWI
S. 23 SY(VA 79 M/.
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MN 1000 0 1000 2000 3000 4000 500
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n datum Sf2- 1803 NATIONAL GEODETIC VERTICAL DATUM OF 1
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UTM GRID AND 1978 MAGNETIC NORTH
r Grid ticks, DECLINATION AT CENTER OF SHEET THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STA
FOR SALE BY U.S. GEOLOGICAL SURVEY, RESTON, VIRI
Revisions shown in purple and recompilation of woodland AND U.S. TENNESSEE VALLEY AUTHORITY, CHATTANOOGA, TENN. 374(
ce and field lines areas compiled by the Tennessee Valley Authority from aerial A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAIL
Ition is unchecked photographs taken 1976. This information not field checked.
he boundaries of Map edited 1978
I on thic man

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-Bridge's:... • :?:.....'.:.''.'. 1
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1• Woods • .. .... ........
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• Bower Pole . : ' ..?...... :. ?t:.x t?'a ?t'tt(?I' b t
• 1rtUtivill?; I_intit'.'.".•:•.......... , ........ ?
`hard Rail ..'....:.. • ................ .... Salj :rary-.Sewer-Line ..:............ .
Walter Line..".*. . • .......... .
• _G a 5 Gas line ... , ......' ::.............: • ,. I,ttc.?t?usl:? rats'rIN,G
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SHE Check Dam lype.B.•..............
SHE Basin qI -pe'A' .. ....... "-'. •
Si1c Basiri T3,I)e B ............ .
x
Roclc SHE Check Dam .... .............. ?-??
Eaeffi Berm ..... • .... .
Temp,' Slone Dilch Check .... LT

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ROCK SILK CHECK. LEI

SILT .BAS.IN :. - B
TEMP SLOPE DRAIN
TEMP SILT' DITCH Tsn

TEMP %A,Ry SILT FENCE:
commonly used at the toe of_.a fill section to prevent off
A temporary `slltifence is comtnY
ermeable filter fnbnc:bursied at the the b water ottom flow ,
n: It is made of permeable-filter,
site sedinientatio The silt fence reduce wQle
stretched and supported by steel posts.
diment. They may also be used to divert an?n°f?l to ensure there
retaining the se
outlets. Silt fences need to be checked d after a each regular basis. Silt fences shall not be
effectiveness. They must be maintain
installed across streams, ditches, or waterways.
AREAS OF USE:
• ons where sediment runoff can be stored and contained
At toe of fill secti
inside the project limits.
DESIGN CRITERIA- Without Wire
Material WithWire
Type 3 Class A Type 3 Class B
Fabric 5 ft.
Steel posts length 5 ft 10 ft. 6 ft. maximum
- Post spacing
P
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17 March, 1992

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18 March,1992

SELT BASIN TYPE-B:
??7
:A silt.basin..type-B -is a Temporary basin built to collect sediment flowingthrough a w,
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

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ROCK PIPE INLET PROTECTION TYPE-A: •
°
°eoo
inlet protection type-A s., a- structure with a built-in
A rock pipe
s ?
edirnent storage area around the outside perimeter of the .structure. The ntyhp _
s A.
rock pipe inlet protection shall be used at pipe inlets no larger than 3
diameter where it is receiving flow from several directions. toThe type-A ne to rock
t drainage
inlet protection utilizes class-B stone lined with #5 or #5 prec
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 #57 stone
Sediment storage area 1800 cubic ft./acre
Dam height - 3 ft. minimum

33 March, 1992
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t
ROCK SILT SCREEN:
A rock silrscreen 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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