19950741 Ver 1_Complete File_19950719

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Stephen Moore
District Engineer
NC DOT
Route 1, Box 169C
Marion, N.C. 28752
Dear Mr. Moore;
Re: Proposed land clearing of non-wetlands
Burke County
FILE COPi
On 12 July 1995 you wrote the Division of Environmental Management (DEM)
regarding your plan to pave SR 1471, Pittmans Gap Road in non-wetlands. Your letter
sought approval from DEM to pave this road in non-wetlands. Please be aware that a 401
Water Quality Certification issued by this office is only needed when there is a 404 Permit
issued by the U.S. Army Corps of Engineers which usually involves clearing and/or filling of
wetlands. As long as no wetlands impacts occur, approval by this office is not necessary.
Please call me at 919-733-1786 if you have any questions.
Sincerely,
95741.1tr
cc: Asheville DEM Regional Office
Wilmington Corps of Engineers
Central Files
July 20, 1995
(?J kol"I
Jo PR.Dorneyy
o W ter Quality Certificati Program
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P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% past-consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF Tk NSPORTATION
JAMES B. HUNT, JR. DIVISION OF HIGHWAYS
GOVERNOR
Rt. 1, Box 169C
Marion, NC 28752
July 12, 1995
Burke County
X
Ms. Stephanie Goudreau
Mountain Region Coordinator
N. C. Wildlife Resources Commission
320 South Garden Street
Marion, NC 28752
Subject: SR 1471 Pittmans Gap Road
1995-1996 Rural Paving Project
Dear Ms. Goudreau:
R. SAMUEL HUNT II I
SECRETARY
95?gI
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NV\R?NMENj P???'\E??ES
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I am attaching a straight line diagram with erosion
control plan and a county map section relative to the paving
of SR 1471, Pittmans Gap Road, in Burke County
Pittmans Gap Road is presently 16 to 18 feet wide. We
plan to add stone and pave the road 18' wide. Grading will
be light. There is no cross pipe which carries a live stream
that will be extended.
Because a variance to work in the twenty-five foot
buffer zone from the Department of Environment, Health and
Natural Resources will be required, we are requesting that
you comment directly to us on the above project.
By copy of this letter, I am asking E. L. Ingle, Area
Environmental Engineer, to comment on the above project.
Also, by copy of this letter, I am sending seven (7)
copies of the straight line diagram to the Division of
Environmental Management.
Your earliest consideration for this request would be
appreciated. If any further information is needed, please
advise.
#0
. r
Ms. Stephanie Goudreau
Page 2 - SR 1471, Burke County
July 12, 1995
Cordially,

Stephen A. (Tony) Moore, P. E.
District Engineer, Dist. 1, Div. 13
SAM/GRW:meb
Attachments
cc: Mr. W. D. Smart, P.E.
Mr. R. Y. Barlow
Mr. Richard Phillips
Mr. Eric Galamb
Mr. E. L. Ingle
Sheet 2 of ?Z
PROJECT -5 R 1 V 71 PL Road
COUNTY U r 1C
1
R/W
TYPICAL SECTION
190

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R/W
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C? PER FT. SLOPE
/ 2 ! C? ABC Compacted
A. FILL SLOE.
/ ?---97'-ABC Loose
B. SHOULDER SLOPE '. -PQ a TONS (DRIVES). STONE BY
C. DITCH SLOPE TONS (INTERS.)
D. CUT SLOPE. TONS (ROAD)
r Z TONS (TOTAL)
13 50
Sheet 3 of-/ Z,
FULL SUPERELEVATION I ?C OF PAV'T. IS PROFILE GRADE
r FU L. SUPERELEVATION
I
SECTION-EE
2/3 SUPERELEVATION I 2/3 SUPERELEVATION
P. C. OR P. T.
SECTION-DD
SUPERELEVATION I NORMAL CROWN
NORMAL CROWN
SECTION-CC
LEVEL NORMAL CROWN '
I
SECTION-BB
NORMAL CROWN I f---NORMAL 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
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.06 x 2/3= .04
Superelevation for 18' Pavement
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.04 0.7' E.P. to E.P.
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