19980091 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
16F?WA
/ •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 10, 1998
Mitchell County
WQC 401 Project # 980091
APPROVAL of 401 Water Quality Certification
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 waters for the purpose
widening SR 1181, 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 Dorsey 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
Si rely,
Pss. Howard, Jr. P.E.
980091.Itr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
M STATE o
1
98000
STATE OF NORTH CAROLINA
DEPARTMENT OF 1PANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GovERNOR SECRETARY
Route 1, Box 169C
Marion, NC 28752
January 28, 1998
Mitchell County r
Mr. David Baker
US Army Corps of Engineers
151 Patton Avenue, Room 1 43
Asheville, NC 28801-5006
Subject: Nationwide Permit Request
SR 1181, Johnson Hollow Road
1997-1998 Paving Project
Dear Mr. Chapin:
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
1181, Johnson Hollow Road in Mitchell County.
Johnson Hollow 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 NC 80 and continues in
a northerly direction for a distance of 0.75 miles.
We propose to extend twenty (20) feet at each location three (3) pipes in
Gouge Branch at survey stations 3+35, 7+35, and 26+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.

Mr. David Baker
Page 2 - SR 1181, Mitchell County
January 28, 1998
By copy of this letter, we are asking E. L. Ingle, Area Roadside Envirotunental
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 Envirotunental Management.
Your earliest consideration for this request would be appreciated. If any
further information is needed, please advise.
Cordially,
Fw'
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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A I Sheet 2 of 5
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PROJECT S (2 I JON " OSO Nr HoL LO IAI RD.
COUNTY M ITCH E L L-
TYPICAL SECTION
R/w 6084ti5
,_ q' . _1 3r ._3
9' -
Pavement

L y rr
PER FT. SLOPE
A. FILL SLOPE. ) 2
8. SHOULDER SLOPE fi T
C. DITCH SLOPE 3 I
D. CUT SLOPE.
R/W
E-- ( " - . /to/ SLOPF
ABC Compacted
ABC Loose
TONS (DRIVES).
TONS (INTERS.)
TONS (ROAD)
TONS (TOTAL)
STONE BY
Sheet 3 of-I !?-
FULL SUPERELEVATION I AFL OF PAV'T. IS PROFILE GRADE
r FIAT SUPERELEVATION
I
SECTION-EE
2/3 SUPERELEVATION I 2/3 SUPERELEVATION
I P. C. OR P. T.
SECTION-DD
SUPERELEVATION = I NORMAL CROWN
NORMAL CROWN
SECTION-CC
LEVEL I NORMAL CROWN
SECTION-BB \
NORMAL 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' E.P. to E.P.
Normal Crown -0.2
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SR 1181 TOHN50N HOLLOW
_ SHEET. Qr-_LS
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+ END PORCH ? I I
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34
MITCHELL COLUN'TY
SR 1 IC-1 0'p N50N 'r.O?LO`N
7o L-r`A7 viSHF SHEET ?? OF
114 ?EG. HOUSE ?54L T•EG, PORCH t`I
7t5 P. P. W/ PHONE R I DING I I Q
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-R, BEG. PROP. 22.1'FAV LT.-
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MITCHELL COUNTY
?5A'fELITTE SR 1 IC1 JOfN50N I; oL.OW
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LT. DISH SHEET OF _?
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BK. 23 PG. G9 `91
129 MINE CREEP; ?D.
BAKEFffVI LLE, NC 28'705
33
4-,,4 END Ex IST. .50' R / \:/ RT.
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+q0 END PROP. -22.5' RIW LT.
BED. onp 1,? RPAI LI
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MITCHELL COUNTY
+ cEt`ITER OP SR 1181 ?0NNS0i'4(N? LOW
7. STEPS SHUT __..,L- OF ?S
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SAMES R EN JOhNSO?f
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MITCHELL COUNTY
?,R 1161 .TOHNSOM HOLLOW
SHEET 1'? OF -15
END PROJECT ' P 5 A =? +45 l• 75M?J
END PF0P05ED 22.5' P/\v4 LT,

+20 END PROP. 40' PPAI LT.
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MITCHELL COUNTY
k
to SR 1181, Johnson Hollow Road: begin project at survey station 0+00
in the centerline of NC 80, thence in a northerly direction for a distance
of 3,945 feet, 0.75 mile to the end of project at survey station 39+45.
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