19980404 Ver 1_Complete File_19980505

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
May 12, 1998
Mitchell County
DWQ Project 980404
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
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 and those listed below for the purpose
of paving SR 1183 in Mitchell County, as you described in your application dated May 5, 1998. After
reviewing your application, we have decided that this impact is covered by General Water Quality
Certification Number 3103. This certification allows you to use Nationwide Permit Number 14 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 mu.t 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 watersheds
(T 15A: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.
ince ely,
r on Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
980404.1tr
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
e,.s STA7I
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. E. NORRIS TOLSON
GOVERNOR SECRETARY
April 28, 1998
Mr. David Baker
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Subject: Nationwide Permit Request
SR 1183, Lick Skillet Road
1997-1998 Residential Paving Project
Mitchell County
Dear Mr. Baker:
?aa Rm
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 1183, Lick Skillet Road in Mitchell County.
Lick Skillet 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 NC 80 and continues in a
northerly direction for a distance of 0.45 mile.
We propose to extend one (1) culvert, twenty (20) feet in Sink Hole Creek at
survey station 6+65.
By copy of this letter, we request Mr. Joe Mickey, North Carolina Wildlife
Commission Eastern Mountaui 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.
Route 1, Box 169C, Marion, North Carolina, 28752
Mr. David Baker
Page 2 - SR 1183, Mitchell County
April 28, 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.
Cordially,
«. 1
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
Route 1, Box 169C, Marion, North Carolina, 28752
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Sheet 1 of ?i
PAVING WITH PROPOSED RIGHT OF WAY TOWNSHIP: 15;n0 is
COUNTY: n OI ?? '
cSR11$3 LENGTH: z?3g3T?• M
PROJECT: ye r a v, ra U^ b Q
WORK TYPE: ero /7 tr01 RURAL PRIORITY N0.
me ?D r SUBDIVISION-RESIDENTIAL
LOCATION: r '" PRIORITY NO. I r-7
R/W WORK ORDER NO.:
CONSTRUCTION W. 0. NO.: c r
DATE: 3 - 3 SCALE: I l' SD DRAWN BY:
Notes and Erov_igions Egrtaining to Straight Dine Diagram
1. Assigned needs to
straightyliall ne diagramyaorentaken
Property
from tart map only.
2. 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 ana release D. 0. T. from any liability.
G. Underground utility lines to be located by owner. Lines
to be adjusted 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.
4T"?
PROJECT LL ?- G l
COUNTY I G
Sheet 2 of 11
.TYPICAL SECTION
R/W
R/W
/ C) f I /
Pavement

L II
PER FT. SLOPE
L°
A. FILL SLOPE.
?
8 ,
SHOULDER SLOPE, .
. .
C DITCH SLOPE
. . . .
0. CUT SLOPE. T`

%-6t4
` /:15LOP?
ABC Compacted
ABC Loose
TONS (DRIVES). STONE BY
TONS (IIql= .) -
TONS (ROAD)
TONS (TOTAL)
Sheet 3 of1_
FULL SUPERELEVATION f rL OF PAV•T. IS PROFILE GRADE
FULL SUPERELEVATION
I
SECTION-EE
2/3 SUPERELEVATION I 2/3 SUPERELEVATION
I P.C. OR P.T.
SECTION-DD
SUPERELEVATION = NORMAL CROWN
NORMAL CROWN
SECTION-CC
LEVEL I NORMAL 'CROWN
SECTION-BB
tMMAL CROWN I - - ORMAL CROWN
I
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' t.P. to E.P.
Normal Crown -0.2
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