20000779 Ver 1_Complete File_20000613

State of North Carolina
Department of Environment
and Natural Resources LT40-
Division of Water Quality ?•.rr•
, =
James B. Hunt, Jr., Governor NCDENR
Bill Holman, Secretary Kerr T. Stevens, Director
June 20, 2000
Haywood County
DWQ Project No. 00-0779
SR 1397, Mount Sterling Road
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. C.R. Styles, P.E., District Engineer
North Carolina Department of Transportation
P.O. Box 250
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions and those listed below, to replace/extend
55 linear feet of culverts in streams for the purpose of paving SR 1397 (Mount Sterling Road) in Haywood
County. The project should be constructed in accordance with your application dated 5 June 2000 (received
13 June 2000). After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 3103. This certification corresponds to the Nationwide Permit Number 14
issued by the Corps of Engineers. In addition, you should acquire any other federal, state or local permits
before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying 404
permit, unless otherwise specified in the Water Quality Certification. The following additional conditions
will be required:
1. The culverts shall be installed in such a manner that the original stream profile is not altered (i.e. the
depth of the channel should not be reduced by a widening of the stream bed).
2. All culverts shall be installed at least one foot below the channel bed so as to allow passage of water
and aquatic life.
3. All work shall be performed during low flow conditions.
4. Care must be utilized such that live (wet) concrete does not enter the stream channel.
5. The presence of equipment in the channels must be minimized.
6. The project shall be inspected during construction by NC Division of Water Quality Regional Office
and/or NC Wildlife Resources Commission staff due to the "High Quality Water" classification of the
impacted streams.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit 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 the conditions. If the proposed fill is in excess of 150 linear feet of
stream length, compensatory mitigation will required as described in 15A NCAC 2H .0506 (h) (6) and (7).
For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed above.
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 that 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.
1621 Mail Service Center, Raleigh, North Carolina 27699-1621 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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 919-733-9646.
Attachment
Pc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Central Files,
"4Ff g.
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Sincerely,
&Stev
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STATE OF NORTH CAROLINA
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MEup
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID McCOY
GOVERNOR SECRETARY
June 5, 2000
Haywood County
SR 1397 PAYMENT
RECEIVED
Mr. Steve Lund, NCDOT Coordinator O
U. S. Army Corps of Engineers
Regulatory Branch
151 Patton Avenue, Room 143
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 1397, Mount Sterling Road in Haywood
County. In order to construct this project in accordance with our current secondary road
standards, and due to the replacement/extension of three (3) pipe culverts in an unnamed
tributary of Big Creek (DEM Class C, Tr, HQW), 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/extensions in the unnamed tributary of Big 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
June 5, 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 tr ,
0 17?
C. R Styl P. E.
Distric ineer
CRS:sd
atta.
cc: Mr. R. G. Watson, 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
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
DWQ ID: 0 0 ? 9 CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
!Ll
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, ATTN: JOHN DORNEY, 4401 REEDY
CREEK ROAD, RALEIGH, NC 27607. PI EASE 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 City STATE: ZIP CODE: 28713
PROJECT LOCATION ADDRESS, INCLUD G SUBDIVISION NAME (IF DIFFERENT
MAILING ADDRESS ABOVE): S P,,, 13? 7 *?BD , rl i ,n 4 R , i Y1 L?
3. TELEPHONE NUMBER: (HOME)
WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Same as above # 1
0'
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Ho',voo"d NEAREST TOWN OR CITY: C el
1
MSPECIFIC LOCATION (INCLUDE ROAD
^
NUMBERS, LANDMARKS, ECT.) °o `ta 044
?? IZ l 3 3 Z t &-6 f ' V I loo c? c? , h ?- , h (? c?u Gv . /1 eta r?
Ny r4L Co rvl a T nrt'sse
6. IMPACTED OR NEAREST STREAM/RIVER: ' '?C C'a5S API rL I N? ???
? II p ?
RIVER BASIN:- 1:?re ^ I cy ?c+ l? ?? i CS ?`

(a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), Op STANDING RESOURCE WATERS (ORW), WATER
SUPPLY?y S-I OR WS-II)? YES NO E] IF YES, EXPLAIN:
C
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES NO
[c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? -
8• (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES p NOK IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDI'T'IONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION);
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE'
FUTURE? YES 0 NO N1 IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: -Z a 0
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours):
WIDTH AFTER:
FT
FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) /
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: ?L
CHANNEL EXCAVATION: CONSTRUCTION OF A DAMIFLOODING:
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?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS: 8 '/," BY 11" DRAWINGS
ONLY): To widen and pave SR 131)1 to meet current NCDOT Standards by use of track hoes,
bulldozers, dump trucks, back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK:
Sarre 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)
Tn na;n tha naPfM width to build SR 13 "17 to NCDOT Standards. All Channel changes wi11 be
constructed in the dry. Rip rap will only be used for bank stabilization. Alders, Red Maples L
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 by 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
N/A
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES % NO ? (IF NO, GO TO 18)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NOA
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES [] NO ? N/A
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
[c] IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY?
Rural wMdland R_ogidentl8l
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
(g) SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGE T' ,SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
M
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P. POLES TO BE MOVED
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TEMP :STONE. .DITCH CHECK. :.
ROCK SILT CHECK DAM
SILT ..BASIN :. - B
TEMP SLOPE DRAIN
TEMP SILT DITCH -TSD-
EARTH EMBANKMENT
SILT FENCE
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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 With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
17 March, 1992

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18 March,1992
SILT BASIN TYPE-B:

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
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 #57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
33 March, 1992
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34 March,1992
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ROCK SILT SCREEN:

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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