19950480 Ver 1_Complete File_19950508

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
APPROVAL of 401 Water Quality Certification
Mr. Stephen Moore
District Engineer
NC DOT
P. O. Box 169C
Marion, N.C. 28752
Dear Mr. Moore:
ID EHNR
May 11, 1995
Rutherford County
DEM Project # 95480
FILE!
You have our approval to place fill material in 0.03 acres of wetlands or waters for the purpose
of paving and extending two pipes at SR 1167, Camp Sand Pit Road, as you described in your
application dated 2 May 1995. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 2735. This certification allows you to use
General Permit Number 031 when it is issued by the Corps of Engineers.
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.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 30 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 Environmental Management 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 Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
Sincerely,
Pston , J r.
95480.1tr
RO. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
? 5 y80
D ?,
•? MAY 8 1995
STATE OF NORTH CAROLINA ?-
DEPARTMENT OF TPANSPORTATI
JAMES B. HUNT. Jk DIVISION OF HIGHWAYS R. SAMUIEL HUNT II
GOVERNOR SECRETARY
Rte. 1, Box 169C
Marion, NC 28752
May 2, 1995
Rutherford County
Mr. Steve Lund
U. S. Army Corps of Engineers
317 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N. C. 28801
Subject: SR 1167 - Camp Sand Pit Road
1994-1995 Rural Paving Priority
Dear Mr. Lund:
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 1167
Camp Sand Pit Road in Rutherford County.
Camp Sand Pit Road is presently 16 to 18 feet wide. We
plan to pave the road 18 feet wide and increase the typical
section. The proposed typical section is also attached.
Grading will be light to moderate.
This project begins at SR 1157 and continues easterly to
SR 1178, a distance of 3.07 miles.
We propose to replace/extend two pipes that carry a live
stream at survey stations 20 + 90 and 107 + 25.
With a copy of this letter, I am requesting Stephanie
Goudreau, North Carolina Wildlife Resources Commission
Mountain Region Coordinator, to comment directly to you
concerning the nationwide permit request.
is
Page 2
Rutherford County
SR 1167 - Camp Sand Pit Road
With a copy of this letter, I am also 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. Moore, P.E.
District Engineer
District 1, Division 13
SAM/GRW:cal
Attachments
cc: Mr. W. D. Smart, P. E.
Mr. G. R. Spangler
Mr. Stephanie Goudreau
Mr. Eric Galamb
ACTION ID: -
DEM ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT #):
JOINT APPLICATION FORM FOR
1QATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. BOX 1890
WILMINGTON, NC 28402-1890.
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEM/E\N/T. PLEASE PRINT. C
1. OWNERS NAME : " • Deo o T Tr"ns oI r46t l n
2. OWNERS ADDRESS:
3. OWNERS PHONE NUMBER (HOME):
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE
PHONE NUMBER: <( Iaohe•? Q mnore , ,
(WORK) : -76q-4>52- 334
OFFICIAL,,ADDRESS,
5. LOCATN TOWN PLANNED OR CITY: U TTACH 1h )n IJ?
NEAREST
, ETC.):
6. NAME OF CLOSEST STREAM/RIVER: r?road! ?l ??r'
7. RIVER BASIN: 131,-odd
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES [ ] NO D"q
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ J NO
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OO ? H U.S., INCLUDING
WETLANDS, LOCATED ON PROJECT SITE: 3/30/92
-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT: It
FILLED: d
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED: • O
ION F PROPOSED WORK (ATTACH PLANS 1: CCc?C-' ?` rw"l
12. >ESCRIlT _ , , 7 ,G? L - T - - I -.12 .11 13.

14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT I WET DS. ALSO, NOTE MEASURES TAKEN TO M NIMIZ WETLANR
IMPACTS. G- n O
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR-PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES J>Q NO ( )
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES [ ) NO ( ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY.
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.

D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY. 1
IS LAND USE OF SURROUNDING PROPERTY? f-gjfZ1la,??f woo" -'Nj
E. WHAT
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
5-2-9 S
OWNER'S SIGNATURE DATE

/? ?j Sheet 2 of 39
/ lAaal
PROJECT 1?b//
a4f
COUNTY P,
A/W
TYPICAL SECTION
SQ'
R/W
I
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T
9
Pavement
47 sl-dw
PER FT. SLOPE Aol A. FILL SLOPE: ABC Ccmpacted
i. fe
A. SHOULBEFt SLOPE ' Y dD -? SbRtVES) SJIM BY
C. BITCH SLOPE . . . 4- + ToNs (=Em)
0. CUT SLOPE. Ali : ? ZSO(9 TONS (VIAL,)
Sheet 3 of 39
FILL SUPERELEEA110N OF PAV'T. tS PROFILE GRADE
r FULL SLMELEVATION
I
SECTION-EE
2/3 SUPERELEVATION I 2/3 SUPERELEVATION
I P. C. OR P.T.
SECTION-DD
SMRELEVATION
NORMAL CROWN NORMAL CROWN
I
SECTION-CC
LEVEL NORMAL CROWN
SECTION-BB
NORMAL CROWN I ORMAL CROWN
_ 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
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.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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