19970496 Ver 1_COMPLETE FILE_19970606

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality

-NA

DEHNR

James B. Hunt. Jr.. Governor
Jonathan B, Howes. Secretary
A. Preston Howard. J r,. P ,E,. Director

July 16, 1997
Swain County
WQC 401 Project #970496

APPROVAL or 401 Water Quality Certification and ADDITIONAL CONDITIONS

Mr. C.R. Styles
N.C. Dept. of Transportation
P.O. Box 250
Bryson City, NC 28713

Dear Mr. Styles:

You have our approval, in accordance with the attached conditions, to place fill material in 0.002 acres of
wetlands or waters for the purpose of installing a new culvert at US 19 on a tributary of the Oconaluftee River,
as you described in your application dated 27 May 1997. After reviewing your application, we have decided that
this fill is covered by General Water Quality Certification Number 3127. This Certification allows you to use
Nationwide Permit Number 3 when it is issued by the Corps of Engineers, 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. 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. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds
(1' 15A:04B .0024).
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 40 I of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786,

Sincerely,

Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
Asheville DLQ Regional Office

.~~W~.~

970496.1tr

Division of Water Quality · Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer. 50% recycledi10% post consumer paper

MEMORANDUM
I

~ JOHN DORNEY
~_ ENVIRONMENTAL SCIENCES BRANCH

SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS

PRINT NAMES:

~~V~~;~~~ Pj!)~Jf!:TE
DATE: ,(,- 20- '17 .

TO:

***EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) ***

PERMIT YR:
APPLICANT NAME:
PROJECT TYPE:
COE _If :
RCD FROM CDA:
- -
REG OFFICE:

97 PERMIT NO: 0000496
DOT-US 19 PIPE
CULVERT REPLACE.

COUNTY; SWAIN

DOT
ARO

PERMIT TYPE: NW3
DOT_If:
DATE_FRM__CDA: 06/06/97

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C:-s

RIVER_AND_SUB__BASIN_If: 0404 STR_INDEX__NO: 2-79-55-(26.5)
STREAM CLASS: C TR HQU-' (8C~/AlNI;V& or ~LP SCC::TrotV)
WL IMPACT?: Y /(ff) WL TYPE: S("'E/f~
WL_REQUESTED: IVI A WL ACR EST?: Y /N -1//11
WL_SCORE(If): ~/A WATER IMPACTED BY FILL?:lX)N
MITIGATION?: Y/~

MITIGATION TYPE:

MITIGATION SIZE: AV!A DID YOU REQUEST MORE INFO?: ytE?
IS WETLAND RATING SHEET ATTACHED?: Y/~)
HAVE PROJECT CHANGES/CONDITIONS BEEN DISCUSSED WITH APPLICANT?: Y/~
RECOMMENDATION (Circle One): ~SSUE/COND DENY
COMMENTS: /V/J/Jt::

cc: Regional Office
Central Files

...
....

~ 1J(L~

JAMES B. HUNT JR.
GOVERNOR

'ftil 04(' r'
.', ~ r:
STATE OF NORTH CAROLINA - .
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS GARLAND B, GARRETT JR.
SECRETARY
p, O. Box 250
Bryson City, NC 28713
May 27,1997

r'{

Swain County
US19

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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 replace one (1)
crosspipe for maintenance purposes on US 19, in Swain County. Due to the replacement of the
one (1) pipe culvert in one unnamed tributary of Oconaluftee River (Oem Class C-Tr-HQW) we
are requesting authorization under Section 404 of the Clean Water Act.

I am sending drawings for the pipe replacement in the unnamed tributary of Oconaluftee
River, general notes and standards on erosion control measures, and a marked County Map,
We propose to install the new culvert slightly above the existing streambed elevation to improve
the drainage of the system and not have to~er the streambed itself.
I. <6 \' ~~A
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.

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.

@

. \#..

Mr. Bob Johnson
Page 2
May 27,1997

Also by copy of this letter, I am requesting authorization to proceed under Section 401
of the Clear Water Act from Division of Environmental Management. In addition, I am asking
Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard
Phillips (DEHNR), 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 truly,

e. e ~} P~~,/t11t,
C. R. Styles, P. E
District Engineer

CRS:sd
atta.
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. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC

ACTION ill:
03

DBM ill:
Nationwide Pennit Requested (Provide Nationwide Penn it #:):

JOINT FORM FOR
Nationwide permits that required notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification

WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P. O. Box 1890
Wilmington, NC 28402-1890
ATTN.: CESAW.CO-E
Telephone [phone]

WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENTAL, HEALTH
AND NATURAL RESOURCES'
P. O. Box 29535
Raleigh, NC 27626.0535
ATTN: Mr. John Dorney
Telephone [phone]

ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS,
SEVEN (7) COPIES SHOULD BE SENT TO THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT,
PLEASE PRINT,

1, Owners Name: North Carolina Department of Transportation

2, Owners Address: p, 0, Box 250, Bryson City, NC 28713

3, Owners Phone Number (Home):

(Work) [phone]

4, If applicable Agent's name or responsible corporate official, address, phone number:

C. R, Slyles, P. E" District Engineer

5, Location of work (MUST ATIACH MAP), County: Swain

Nearest Town or C.ity: Cherokee

Specific Location (Include road numbers, landmarks, etc): US 19

6, Name of Closest StreamlRiver: Oconaluftee River

7, River Basin: Little Tennessee River Basin

8, Is this project located in watershed classified a~, S~, ORW, WSI, or WSlI? Yes [X] No [ ]

9, Have any Section 404 permits been previously requested for use on this property? Yes [] No [ X]

If yes, explain:

10. Estimate total number of acres of waters of the U ,S" including wetlands, located on project site:

11. Number of acres of waters of the U. S" including wetlands, impacted by the proposed project.

Filled: 0,002 Ac
Drained:
Flooded:
Excavated:
Total Impacted: 0,002 Ac,

. '.',I1,'-;"'~:',II~"'~'\~~.f" "~':-...."<;:~.),'.:~'~

IZ, Description of proposed work (Attach PLANS-81/Z" x II" drawings only): To replace one (l) failing crosspipe on

US 19 for maintenance purposes,

13, Purpose of Proposed work: Same

14, State reasons why the applicant believes that this activity must be carried out in wetlands, Also, note measure laken to
minimize wetland impacts, See Attachments

15. You are required to contact the U.S, Fish and Wildlife Service (USFWS) and/or Nation Marine Fisheries Service
(NMFS) regarding the presence or 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. Have you done so? YES [X] NO [ ]
With Application

RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO 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? Have you done so? YES [] NO [X ]
With Application

17 Additional information required by OEM:

A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C, If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line,
0, If a stormwater management plan is required for this project, attach a copy,
E, What is land use of surrounding property? Rural Woodland _ Residential
F, If applicable, what is proposed method of sewage disposal?

e.R. 1~):p,c. ~

Owner's Signatur /

5-29- 97

Date

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-THIS PROJECT IS ON
0.90 MI SOUTH OF
3.0 MI NORTH OF

'COY1tfelt::. i-/e,dWr4/1
M// Be Krplllte
v;+tv R.,'p RAP

US 19 I N SWAIN
INT 19/441
SR. /372
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EROSION CONTROL
DETAILS AND.
SPECIFICATIONS

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Std, #:

245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
897.02
894.01
245.04

896.01

896.02
896.03

De~criDtion

Symbol

Temporary Silt Ditch .............................. -TIlO-
Temporary Diversion ............................. - 'Tl) -
Temporary Silt Fence ...................... III III
Temporary Slope Drain with Earth Berm .......... I - -
Silt Basin Type A................................. -e
Silt Basin Type B ........................................... 'l'///J
Temporary Rock Silt Check Type-A ..........~
Temporary Rock Silt Check Type-B ............ ~
Temporary Rock Sediment Dam Type-A ............ ~
Temporary Rock Sediment Dam Type-B... C)
Rock Pipe Inlet Protection Type-A ........... ~ ~
Rock Pipe Inlet Protection Type-B ............ U ~
Rock Silt Screen ............................................. :I

;;~:::;;!J,I1~':~:'(Ji;;;;i,;;;;;............................... ~
Type A ............................... A C" OR .. A)
Type 8 ............................... Be.. OR .. B ]
Type C ............................... C C.. OR .. C ]

12

March, 1992

TEMPORARY SILT FENCE:

--tH---tH-

,-

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 flow while
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 shalll1Q! be
iristalled 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
10ft.

Without Wire

Type 3 Class B
5 ft.
6 ft. maximum

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17

March, 1992

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SILT BASIN TYPE-B:

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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 thl;1t.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 Lx W x D)

-

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23

March, 1992

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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 ~ype-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:

ROCK PIPE INLET PROTEcrION TYPE-A:

. 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 storag~ area - 1800 cubic ft./acre
· Dam height - 3 ft. minimum

-

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33

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ROCK SILT SCREEN:

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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 s~o.ne lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
p~cles 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)

-

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37

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION

JAMES B, HUNT JR.
GOVERNOR

P,O, BOX 25201. RALEIGH. N,C 27611-5201

E. NORRIS TOLSON
SECRETARY

June 16, 1998

U,S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801

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Attention:

Mr. Steve Lund
NCDOT Project Coordinator

Subject:

Graham and Swain Counties, NC 28 (Future US 19-74-129 Relocation),
from Graham County SR 1232 to Swain County SR 1121 at Almonds,
Federal Aid Project No, APD-12-1 (22), State Project No, 8,3019122, TIP
No, A-9 DB/DC; COE Action 10 199505335; WQC Project No. 970409.

Dear Sir:

Please reference the existing Section 404 Individual Permit authorizing the North
Carolina Department of Transportation (NCDOT) to place fill material into 1.4 acres of
wetlands and 3,6 acres of surface waters including 5240 linear feet of stream channel
piping and/ or relocation affecting the water and adjacent wetlands of Fontana Lake,
Tobacco Branch, Panther Creek and Little Horse Creek to facilitate the widening and
realignment of a 3,6 mile long section ofNC 28 west of Almond, Graham and Swain
Counties, North Carolina (TIP No, A-9 DB/ DC),

This letter responds to Special Conditions 9 and 10 of the existing, referenced
permit. Per Special Condition 9, the NCDOT Hydraulic Unit has included baffles as part
of the culvert design for Panther Creek,

Per Special Condition 10 of the existing permit, the NCDOT has attached to this
letter a copy of the data resulting from the water quality sampling program initiated by
the NCDOT for the project. The NCDOT Geotechnical Unit has been monitoring pH,
conductivity and acidity since May 1996, A copy of roadway design plans for both
sections is attached to this letter, and these plan sheets depict the location of the

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*

2

monitoring sites, A table is also included which references the water sampling site
number and the corresponding plan sheet page.

lta61el>.... .../i.../1\fo..itorhigsittiand.CorrespondihgPlanSbeit..............

SecnonD:uSm::i#i........ ~~ip$~~~tllage $~dinn(}Site#>..... .)>I~I1$ltit.)>~g#........
............"",.... ..."..............."".,
,..'..,'.'."""...."...""".."".."""."
1 8 4 30 4
20 4 3 2 5
2 1 6 34 7
22 7 3 6 7
23 8 3 8 7
24 9 40 8
25 9 42 1 0
26 1 1 43 1 0
27 1 2 46 1 1
28 1 3 48 1 2
29 I 3 50 I 4
52 I 5

As you review the data, you will note two sites, Site I 9 in Section DB and Site 54
in Section DB, are listed as "Dry," Site 19 begins it's listing of dry in the data after July
10, 1996, This site has been combined with Site 18 in Section DB due to the lack of flow
in this stream which is located downstream of a spring box. The plan sheet (sheet 4 in
Section DB) reflects the location of Sites 18 and 19, as well as the revised location of Site
18.

The NCDOT also stopped monitoring at Site 54 in Section DC; therefore, the site
is listed as "dry," This monitoring site is a seep which the NCDOT Geotechnical Unit
believed would not provide data relevant to the project monitoring, This monitoring site
has been eliminated from the study.

The NCDOT will provide monthly information to the resource agenCies regarding
the water quality sampling program, The NCDOT agrees to implement the same acid
rock contingency plan that was developed for TIP No, A-lOCI D when a pH reading of
6.0 or below is encountered,

3

Thank you for your assistance with the project. If you have any questions or need
any additional information, please contact Mr. Phillip Todd of my staff at (919) 733-
7844, extension 314.

Sincerely,

~~~~

David C, Robinson, Ph.D., P .E., Assistant Manager
Planning and Environmental Branch

DCR/pct

Attachments

cc: Mr, David Franklin, COE, Wilmington
Mr. John Dorney, DWQ, Raleigh
Mr. Mike Parker, DWQ, Asheville
Mr. Mark Cantrell, USFWS, Asheville
Mr. Mark Davis, WRC, Waynesville
Mr, David Cox, WRC, Northside
Ms. Kathy Matthews, EP A, Atlanta
Mr, Bill Moore, P .E., Geotechnical Unit
Mr, Archie Hankins, P.E., Hydraulics Unit
Mr. William Rogers, P.E., Structure Design
Mr. Whit Webb, P.E., Program Development Branch
Mr. Don Morton, P .E., Highway Design
Mr, Tom Shearin, P.E., Roadway Design
Mr. F. D. Martin, P.E., Division 14 Engineer

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