19990913 Ver 1_Complete File_19990810

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
kl'?W'A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 30, 1999
Haywood County
DWQ Project # 990913
APPROVAL OF 40lQuality Certification and ADDITIONAL CONDITIONS
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 and those listed below, to place fill material in 350 linear
feet of streams for the purpose of improving SR 1327 (Ross Road), as you described in your application dated July 30, 1999.
'After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Numbers 3103
and 3108. These certifications allow 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 Watershed 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 except as modified below. 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). This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed
in the attached certification and any additional conditions listed below.
1. DWQ shall be copied with an as-built plan within 30 days of completion of the project. Stream relocation shall closely mirror
existing pattern, dimension and profile.
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. 276 1 1-7447. 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.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
File Copy
Central Files
Sinc y,
T Stevens
990913.1tr
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
03/10/1995 01:37 4
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
L PAGE 01
Regional Contact: 10
WO Supervisor: WZOW/
Date: U ?
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NC DOT SR 1327 County Haywood
Project Number 99 0913 County2
Rscvd From DOT Region Asheville
Received Date 8/10/99 - Recvd By Brill-0 ?\-QA_
Project Type road widening
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Clue Acres Feet
Type Type Impact Score Index Hrm SW. Bain Req. Req. ME_
num=
F-71 F- f5 _Y ®N r- 040305 WS[Tl Tr 40,305. ?- F_ rF- ?F__'-
F-26F-p7Y ON
F-1 F5_17 0- N
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more Info? ® Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q0 Y Q N
Is Mitigation required? Q Y Q N Recommendation: Q Issue ® Issue/Coed O Deny
Provided'by Region: Latitude (ddmmes) Longitude (ddmmss)
..
cc: Regional Office Page Number 1
Central Otiico

d ?a.ay
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Haywood County
SR 1327
Mr. Bob Johnson
July 30, 1999
215 Army Corps of Engineers
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:

04
YMFNT
R??E?yF
D
DAVID MCCOY
SECRETARY
The North Carolina Department of Transportation is proposing to grade, drain, base and
pave primarily along the existing roadway of SR 1327, Ross Road in Haywood County. In order
to construct this project in accordance with our current secondary road standards, and due to
the rechannelizations of an unnamed tributary to Jonathan Creek (DEM Class C, Tr), and the
replacement and/or extension of three (3) pipe culverts in three unnamed tributaries to
Jonathan 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 changes and the pipe replacements in the unnamed tributaries of Jonathan 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 gradients to remain as unchanged as physically possible.
The best management practices will be used to minimize and control sedimentation and
rogion on this project. The construction foreman will review all erosion control measures daily
L to,:ensure sedimentation and erosion controls are being effectively controlled. If the planned
:- .
?evices 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]
I rY
Mr. Bob Johnson
Page 2
July 30, 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), 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 is eration will be appreciated.
Yours ly,
7C. R, P. E.
District Engineer
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. John Dorney, Water Quality Certification Unit, DWQ
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 PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 'Z 6
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. 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: NC ZIP CODE:
PROJECT LOCATION ADDRESS, INCLUDING
MAILING ADDRESS ABOVE): BIZ 13 Z
28713
DIFFERENT FROM ,
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Same as above # 1
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL HOTOGRAPj4Y WITH SCALE):
COUNTY: H A YJ o d P NEAREST TOWN OR CITY:
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ECT.) ,:5 1 3 Z-
6. IMPACTED OR NEAREST STREAM/RIVER:

RIVER BASIN:

7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES k NO F] IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES N0
[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 Ej NO D( IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES E] NO ; ,- IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: ?.3
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
A/6 AJ -
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE :
EXCAVATION:
OTHER:
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: 5-170 FT AFTER: 2- 6) C) FT
WIDTH BEFORE (based on normal high water contours): J FT
WIDTH AFTER: 3 FT
AVERAGE DEPTH BEFORE: Z- FT AFTER:_ J7- FT
2

(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
-7 f
OPEN CHANNEL RELOCATION: _ (D o IS PLACEMENT OF PIPE IN CHANNEL: 7-5 LF
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: 8/2" BY 11" DRAWINGS
ONLY): To widen and pave SR `''L to meet current NCDOT Standards b use of track hoes,
bulldozers, durip trucks, back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK: Same as above in # 12
14. STATE
(INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) ED OUT IN
WETLANDS
To gai n the needed wi dth to buil d SR J -Z"7 to NCDOT Standards . Al I - Channel changes wi l l be
constructed in the dry Rio rap will only be used for bank stabilization. Alders, Red Maples,
Black Walnuts, Willows, 5y c r s s etc. will be re-established on the banks. All
i replacements will be laced slightly below the existin strearrt?ed 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 s.
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: Ha11d1 ed by Corps.
NO, GO T0T1 RE OF PUBLIC FUNDS OT THE USE OF PUBLIC
17. DOES THE PROJECT INVOLVE (3 VOLVE AN
(STATE) LAND. (
p
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES p NO w
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES c] NO p 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?
Rurallanrl RPCiripntial
(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
PRO M.
OWNER'S/AGE 'S IGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM

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TEWORARY SILT FENCE: -
is commonly used at the toe of a fill section to prevent off-
A f6rnporary silt fence -
site sedimentation. It is made of permeable fil*ereabreduces e water flow while
stretched and supported by steel posts. The silt
They may also be used to divert water nfwall °o significnt retaining the sensure there
h lar basis. silt fences shall not be
outlets. Silt fences need to be checked on a reg
effectiveness. They must bemainttain`ead on aye
installed across streams, ditches, AREAS OF USE:
fill sections where sediment runoff can be stored and contained
• At toe of
inside the project limits.
DIRSIGN CRITERIA: t Wire
Material
Fabric
Steel posts length
post spacing
With Wire
Type 3 Class A
5 ft
10 ft.
Withou
Type 3 Class B
5 ft.
6 ft. maximum
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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: °A rock pipe: inlet protection type-A is a horseshoe shaped structure with a
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sediment storage area around the outside perimeter of the
rock pipe inlet protection shall be used at pipe- inlets no larger than 36 inch k in e
diameter where it is receiving flow from several directions. The type rock pipe
age
inlet protection utilizes class-B stone lined with #5 or #5 stone e to protect drainage
pipe structures by trapping sediment before it enters They have a sediment stor
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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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-or'-
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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