19980093 Ver 1_Complete File_19980203

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
1 609WA •
NCn..ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 10, 1998
Mitchell County
WQC 401 Project # 980093
APPROVAL of 401 Water Quality Certification
Mr. Stephen Moore
NC DOT
RT. 1 box 169C
Marion NC 28752
Dear Mr. Moore:
You have our approval, in accordance with the attached conditions, to place fill material in 165 feet of streams for
the purpose widening SR 1124, as you described in your application dated January 28, 1998. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 3100. This
Certification allows you to use General Permit Number 031 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 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.
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 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
Sinc y,
on Howar , . P.E.
980093.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
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STATE OF NORTH CAROLINA
DEPARTMENT OF TANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Mitchell County
Mr. David Balser
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Subject: Nationwide Permit Request
SR 1124, Cal Garland Road
1997-1998 Paving Project
Dear Mr. Baker:
GARLAND B. GARRET JR.
SECRETARY

I am attaching a straight line diagram with erosion control plan, an application
form for a nationwide permit, and a county map section relative to the paving of SR
1124, Cal Garland Road in Mitchell County.
Cal Garland Road is presently 12-16 feet wide. We plan to pave the road 18
feet wide and increase the typical section. The typical section is also attached.
Grading will be moderate to heavy. The project begins at SR 1121 and continues
in a northerly direction for a distance of 0.35 mile.
We propose to extend three (3) pipes, twenty (20) feet at each location in
unnamed tributaries at survey stations 4+75, 13+50, and 18+50.
By copy of this letter, we request Mr. Joe Mickey, North Carolina Wildlife
Commission Eastern Mountain Region Coordinator, to comment directly to you
concerning the nationwide permit request. A request to work within the twenty-five
foot buffer zone will be made to the Department of Environment, Health and
Natural Resources at a later date.
DIVISION OF HIGHWAYS
Route 1, Box 169C
Marion, NC 28752
January 28, 1998

Mr. David Baker
Page 2 - SR 1124, Mitchell County
January 28, 1998
By copy of this letter, we are asking E. L. Ingle, Area Roadside Envirorunental
Engineer, to comment on the above project.
By copy of this letter, I am sending seven (7) copies of this application
package to the Division of Environmental Management.
Your earliest consideration for this request would be appreciated. If any
further information is needed, please advise.
Cordially,
Stephen A. 'Nloore, P. E.
District Engineer
District 1, Division 13
SAM/GRW
Attachments
cc: Mr. W. D. Smart, P. E.
Mr. L. A. Taylor
Mr. E. L. Ingle
Mr. Joe Mickey
Mr. Eric Galamh
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Sheet 2 oz Y -
TYPICAL SECTION
R/W -- S- 'l
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R/W
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? PER FT. SLOPE
AEC Compacted
A. FILL SLOPE. ABC Loose
SHOULDER SLOPE ' TONS (DRIVES). STONE BY
B. .
C DITCH SLOPE TONS (INI`E2S.)
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D. CUT SLOPE. TONS (TOTAL)
Sheet 3 of 1 0
FULL SUPERELEVATION f k OF PAV'T. IS PROFILE GRADE
FULL SUPERELEVATION
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SECTION-EE
1/3 SUPERELEVATION I 2/3 SUPERELEYATION
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SECTION-DD
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NORMAL CROWN
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SECTION-BB
NORMAL CROWN I -NORMAL CROWN
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SECTION-AA
STANDARD METHOD FOR OBTAINING SUPERELEVATION
2 LANE PAVEMENTS
Ideally, 2/3 of superelevation is obtained at P. C. or P. T.
as shown on Section - DD
Example: if maximum superelevation is +.06-06, the superelevation
at the point of curve or point of tangent is +.04-.04
.06 x 2/3= .04
Superelevation for 18' Pavement
.02 0.4' E.P. to E.P.
.04 0.7' E.P. to E.P.
.06 1.1' E.P. to E.P.
.08 1.4' E.P. to E.P.
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