19980183 Ver 1_Complete File_19980304

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
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NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 19, 1998
Mitchell County
DWQ Project 980183
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Steven Moore
NC DOT
Rt. 1 Box 169C
Marion NC 28752
Dear Mr. Steven Moore:
You have our approval, in accordance with the attached conditions and those listed below, to impact
140 linear feet of waters for the purpose of road widening at Dallas Young Road, as you described in your
application dated March 4, 1998. After reviewing your application, we have decided that this impact is
covered by General Water Quality Certification Number 3100. This certification allows you to use General
Permit Number 031 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. 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 for a new certification. 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.
Sediment and erosion control measures shall adhere to the design standards for sensitive watershed
(T15A: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 conforming 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 Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Feld Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
Rrel 4Hd,.Jr
980183.1tr
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
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STATE OF NORTH CAROLINA
DEPARTMENT OF TPANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201. RALEIGH. N.C. 27611-5201 E. NORRIs TOLSON
GOVERNOR SECRETARY
Route 1, Box 1690
Marion, NC 28752
February 24, 1998
Mitchell County
Mr. David Baker
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Subject: Nationwide Permit Request
SR 1216, Dallas Young Road
1997-1998 Paving Project
Dear Mr. Baker:
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
1216, Dallas Young Road in Mitchell County.
Dallas Young Road is presently 12-14 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 light to moderate. The project begins at SR 1217 and continues in
a northerly direction for a distance of 0.73 mile.
We propose to extend seven (7) pipes, twenty (20) feet at each location in an
unnamed tributary into Cane Creek at survey stations 3+05, 7+40, 13+15, 17+40,
21+10, 26+55, and 38+40.
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.

Mr. David Baker
Page 2 - SR 1216, Mitchell County_
February 24, 1998
By copy of this letter, we are asking E. L. Ingle, Area Roadside Environmental
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.
y C?9.1dially,
Stephen A. Moore, 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 Galamb
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PAVING WITH PROPOSED RIGHT OF WAY
COUNTY: M 1 t c N E L_L_ TOWNSHIP: CANE CREEK
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PROJECT yO?,PT,4i141 4 LENGTH: g75 F7-V1 D'73M?'
: S R 1 _ GRAOE? ASEI C
WORK TYPE: PA !?nc?nn! CONTROL RURAL PRIORITY NO.__LL-
LOCATION: ?Ro? SR 12)-7 NORrIY SUBDIVISION-RESIDENTIAL
0Of PRIORITY NO. R/W WORK ORDER NO.:
CONSTRUCTION W. 0. NO.:
DATE: N Q V 13 SCALE: L ? r DRAWN BY: I[A1
Notes and Provisions Pertaining to Straight Line Diagram
1. Assigned R/W Agent needs to verify all property owners.
Property owners shown on straight line diagram are taken
from tax map only.
Fences to be moved off r/w and reset off r/w by D. 0. T.
crews. Any new materials, posts, wire, etc., to be
supplied by property owner.
3. Existing asphalt or concrete drives to be tied in with
_ asphalt if the existing driveway edge is within 20' of
proposed centerline. See any exceptions on S. L. D.
4. Driveway pipes to be furnished and installed as needed by
D. 0. T. crews in existing driveways.
5. Existing water lines, sewer lines, drain lines, etc.,
under road project to be adjusted by D. 0. T. as needed
during construction. Property owners to supply all
materials and release D. 0. T. from any liability.
G. Underground utility lines to be located by owner. Lines
to be adjus,-ed by owner as needed, otherwise retain.
7. Note proposed r/w markers shown on S. L. D.
3. Please inform property owners that cuts and fills could
exceed proposed right of way.
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2/3 SUPERELEVATION I
SECTIN-
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NORMAL CROWN
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LEVEL NORMAL 'CROWN
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NORMAL CROWN I 7,4L CROWN
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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
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if maximum superelevation is +.06-06, the superelevation
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.06 x 2/3= .04
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