19991418 Ver 1_Complete File_19991221

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
e??
James B. Hunt, Jr., Governor NCDENR
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
February 14, 2000
Madison County
DWQ Project #: 991418
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Roger Bryan
Division B Environmental Officer
NCDOT
Post Office Box 3279
Asheville, North Carolina 28802
Dear Mr. Bryan:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material
in 175 linear feet of streams for the purpose of widening SR 1531 (Metcalf Loop Road) as described in your
application dated 15 December 1999. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3112. This certification allows you to use Nationwide Permit Number
26 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 Water shed 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). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions
listed below.
1. Relocation of 135 feet of channel shall be done as described in the cover letter and application.
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 919-733-9646.
in ere y„
Attachment Steven
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
File copy
Central Files
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
MEMORANDUM
4..` ,,..
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NC DOT -- Metcalf Loop Road SR 1531 Pavin
Project Number 99 1418
Recvd From DOT
Received Date 12/21/99 Recvd By Region
Project Type road paving
County Madison
County2
Region Asheville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ' = -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
YO N ?- 6-96-10-3- WSII ?- 40,304. ?- 175.00 175.00 F-
26 Stream PT-@--
Mitigation Wetland
MitigationType Type Acres Feet
I F- F_ F_
Is Wetland Rating Sheet Attached? O Y 00 N Did you request more info? O Y
Have Project Changes/Conditions Been Discussed With Applicant? O Y
Is Mitigation required? O Y O N
ON
ON
Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 355043 Longitude (ddmmss) 822615
Comments:
i Stream relocation w*lI require building new stream channels in the drv.
? New channels should contain the same dimension, , atr? tern & -profile as existing stream.
Native vegetation should he used to stabilize the stream hanks.
4 135 feet of channel will he relocated and 40 feet wil be g!ped,
cc: Regional Office Page Number 1
Central Office
Facility; Name N DOT -- Metcalf Loo Road SR 1531 Paving County Madison ~~' i?N
Project Number 99 1418 Regional Contact: Wanda Frazier
Date: 2/4/2000
Comments (continued from page 1):
cc: Regional Offi e
Central Offic Page Number 2

r- -ATE-'
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION epgy?I?'
JAMES B. HUNT JR. DAVID MCCOY 'TFC???CNT
GOVERNOR SECRETARY `D
PO BOX 3279, ASHEVILLE,NC 28802
December 15, 1999
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 143,
Asheville, NC 28801-5006
Subject: Nationwide Permit #26
SR 1531,?Metcalf Loop Road 9 .
Madison County, NC
Dear Mr. Lund:
I have enclosed a straight line diagram with erosion control plan, a PCN application for
NWP #26, and a location map relative to the proposed paving project on SR 1531,
Metcalf Loop Road, Madison County, NC.
Metcalf Loop Road is currently a 12-14 feet wide gravel road. Division of Highways
plans to pave the road 18 feet wide and increase the typical section. Grading will be
moderate to heavy. The project starts at the end of pavement on SR 1531 and proceeds
east for a distance of 1.03 miles.
We propose to extend four existing culverts on Tilden Metcalf Creek (see attached sheet).
The total linear distance of culvert extensions will be 40 feet. Existing channel
morphology will be maintained upstream and downstream of the culvert. Riparian
vegetation will be reestablished along disturbed areas associated with the culvert
extensions. When necessary, natural substrates will be placed in disturbed channels
following placement of the culvert.
Stream channel relocation is also proposed for 135 linear feet of Tilden Metcalf Creek
(see attached sheet). The proposed relocations are necessary due to location of an
existing residence and church adjacent to road alignment. The proposed stream channel
will be constructed according to existing pattern, profile, and dimensions of Tilden
Metcalf Creek. Stream construction will be performed in the dry and natural stream
substrates and riparian vegetation will be reestablished along the new channel.

4104 .0
Mr. Steve Lund
Page -2 SRI 531, Madison County
December 15, 1999
By copy of this letter, we request Mr. Mark Davis, North Carolina Wildlife Resources
Commission Mountain Region Coordinator, to comment directly to the Corps concerning
the permit request.
By copy of this letter, we are asking W. Neil Trivette, Area Roadside Environmental
Engineer, to comment on the above project. Since the stream is not classified as trout, a
buffer variance will not be required for temporary encroachment into the 25-foot buffer
zone. However, the creek is classified as WS-II (water supply) by NC DENR and
appropriate erosion control guidelines should be recommended.
By copy of this letter, I am forwarding seven (7) copies of the application package to
John Dorney, NC DENR, Division of Water Quality, 401/Wetland Unit for review. A
$475.00 check is enclosed for application processing. Please forward comments directly
to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: Bill Smart, P.E.
Kenneth A. Wilson, P.E.
Ron Brazil
Neil Trivette
Mark Davis
John Dorney (7 copies)
Nancy Van Dolsen
Renee Gledhill-Earley
v!l
• s ...
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 26
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). PLEASE PRINT
OR TYPE.
1. OWNER'S NAME: N.C. Department of Transportation
2. MAILING ADDRESS: P.O. Box 3279
SUBDIVISION NAME -.z.M.
CITY: Asheville STATE: NC ZIP CODE: 28802
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1531 Metcalf Loop Road. Madison County
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Madison - NEAREST TOWN: Paint Fork
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Metcalf Loop Road
Road (SR 1531) is located off of SR 1530 (Paint Fork Road) approximately 5 miles east of Mars Hill.
6. IMPACTED OR NEAREST STREAM/RIVER: Tilden Metcalf Creek RIVER BASIN: French Broad
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 X NO ? IF YES, EXPLAIN: WS-II
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X
(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?

I
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO X 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 NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 6.3
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.0
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.0
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: FT 175 AFTER: 135 FT (135' Relocation, 40' culvert extension)
WIDTH BEFORE (based on normal high water contours): 4 FT
AVERAGE DEPTH BEFORE: 0.5 FT AFTER: 0.5 FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: X PLACEMENT OF PIPE IN CHANNEL: X
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?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
We propose to grade widen drain base pave and install erosion control measures for SR 1531 (Metcalf
Loop Road) We propose to extend four existing _culverts on Tilden Metcalf Creek (See attached sheet).
The total culvert extension will be 40 feet The protect also proposes to relocate 135 linear feet of Tilden
Metcalf Creek (see attached sheet) The relocations are necessary due to proximity of a residence and
church The proposed stream channel will be similar to existing channel in pattern, profile and dimension.
Mechanical equipment will include backhoe graders trucks and paving machinery.
13. PURPOSE OF PROPOSED WORK: To provide a safe paved road to the traveling public.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
N/A.
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: N/A
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 12/15/99.
•
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES X NO ? (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO X
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
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: N/A
(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 I 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?
(fl IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
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
PR GRAM,
OWNFgS/AGENT'S SfNATURE DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).

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Location Map: SR 1531, Metcalf Loop Road, Madison County, NC (Barnardsville
Quadrangle, Scale 1:24000).

0
Proposed Culvert Extensions and Channel Relocations
on Surface Waters
SR 1531, Metcalf Loop Road
Madison County, NC
Culvert Extensions (Tilden Metcalf Creek)
Survey Station Existing Culvert (ft) Proposed Culvert (ft) Extension(ft)
20+75 35 45 10
31+50 35 45 10
53+50 24 40 16
64+50 36 40 4
Total Extensions 40 ft
Channel Relocations (Tilden Metcalf Creek)
Survey Station
Linear Distance (ft
21+75 to 22+10 35
26+20 to 26+90 70
27+50 to 27+80 30
Total Relocations 135 ft

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•------- --- --60-k ?? rr FU C?(PS ,
----------------
- ---------------
---------- - --------
-------------
--------------
--------------
- ---------- - ----------------
EROSION CONTROL
DETAILS AND
SPECIFICATIONS

D ,sc6QtL'Q
Symbol
Page
245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
896.01
896.02
896.03

Temporary Silt Ditch -_-__
Temporary Diversion vI - 4
Temporary Silt Fence It ,,, __ VI- 6
--------------------- .. ------
Temporary Slope Drain with Earth Berm E-- <---
----- -- -------- VI- 8
Silt Basin Type A
VI- 10
------------- - ---------
Silt Basin Type B
Temporary Rock Silt Check Type--A
VI -14
Temporary Rock Silt Check Type-B ___----__. _--_-----__ VI.16
Temporary Rock Sediment Dam Type-A ________ --- VI _ 18
Temporary Rock Sediment Dam Type-B •__ -------- VI-20
Rock Pipe Inlet Protection VI 22
°p,?.
q0 d0
Rock Silt Screen ----------------------------------------- -- ?? ----- VI-24
Stilling Basin _-._ -_-_- VI - 26
Rock Inlet Protection:
Type A ------------------------------ • A LLJJ ._ OR " A? ----- VI - 30
Type B .......
......................... B ? -- OR •- B)) ----- W-32
Type C ------------------------------- C OR " C) ---- VI - 34
ME- OUTLET EOC-R61 b(SSAPfrTdR
ERo S to t? C09Tc o L MAT-n ?IG r-cm
FIBER GLASS Rav(I4 G F6p,VI-1 March, 1993

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ROADWAY DITCH AND MEDIAN LINING GUIDELINES
Percent of Grade Type o£ Liming
Recommended
Straw and Tack
2 --Rrb`40 :- Control Martin-
3
4 Synthetic Roving
5 ----
greater Stone
ak
VIII- 2 March, 1993

EROSION CONTROL PLAN SHEET
Silt fences and temporary silt ditches shall be installed after clearing and before
grading.
Temporary stone ditch- checks shall be installed as soon as ditchline is established.
Pipe outlet and inlet protection will be done as soon as the pipe is installed.
Silt basins i
feet by two
B) will be constructed to the dimension of nine feet by three
.inless otherwise noted on the plans. (SB 9) See dimension sheet_
Seeding and other permanent erosion control measures are to be implemented as
soon as practical.
Temporary rock silt checks (Type B) will be spaced as required by percent of
grade.

PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock
silt screens will be used.
2) Remove material and existing pipe while limiting, as much as
possible, material and sediment from entering the stream and/or
escaping from project.
3) Prepare pipe foundation while again taking care to limit, as much
as possible, material and sediment from entering the stream and/or
escaping from project. Where possible, new grade will be below
existing streambed. If needed, bedding material will be clean
stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also
complete installation of erosion control measures and perform
maintenance as needed on existing measures.
6) Establish pernlanent vegetation as soon as possible.

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