19960672 Ver 1_Complete File_19960724

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
A. Presto n Howard, Jr., P.E., Directo
C) F= F=1
July 30, 1996
Rutherford County
DWQ Project # 960672
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Stephen A. Moore
N.C. Dept. of Transportation
Route 1, Box 169C
Marion, NC 28752
Dear Mr. Moore:
You have our approval to fill in 0.03 acres of wetlands or waters for the purpose of paving SR 1194 at
Rutherfordton, N.C., as you described in your application dated 18 July 1996. 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. The applicant is
reminded to use type A erosion control measures since the project is in a water supply critical area 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 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 Dorney at 919-733-1786.
Sincerely,
A. eston Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
960672.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aff irmative Action Employer • 50% recycled/10% post consumer paper

JAMES B. HUNT JR.
GOVERNOR
Rutherford County
IF
Marion, NC 28752
July 18, 1996
Mr. Steve Chapin
U.S. Army Corps of Engineers
151 Patton Avenue
Room 143
Asheville, NC 28801-5006
Subject: Nationwide Permit Request
SR 1194 Pleasant Hill Road
1996-1997 Rural Priority 25
Dear Mr. Chapin:
^9
J? 4 -

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 1194,
Pleasant Hill Road, in Rutherford County.
Pleasant Hill Road is presently 16 to 18 feet wide. We
propose 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. The project
begins at SR 1178 and continues in a northerly direction to
SR 1160, a distance of 1.36 miles.
We propose to extend/replace two pipes with live streams
at survey station 41+85 and survey station 50+35.
By a copy of this letter, we are asking Stephanie
Goudreau, North Carolina Wildlife Resources Commission
Mountain Region Coordinator, to comment directly to you
concerning the nationwide permit request.
Also, by copy of this letter, I am sending seven copies
of this application package to the Division of Environmental
Management.
Your earliest consideration for this matter would be
appreciated. If any further information is needed, please
advise.
g?06?2 ?1®
???c
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
Route 1 Box 169C SECRETARY
I `
Mr. Steve Chapin
Page 2 - SR 1194, Pleasant Hill Road
July 18, 1996
Cordi?j ly,
Stephen A. Moore, P.E.
District Engineer
Dist. 1, Div. 13
SAM/GRW
Attachments
cc: Mr. W. D. Smart, P.E.
Mr. G. R. Spangler
Mr. Eric Galamb
Ms. Stephanie Goudreau
f.
-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROTECT: 2
FILLED:
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED: Q
12. DESCRIPTION OF PR PO WORK-( AC P?,AxS"i
'} ?
Pd VP Q S ? Lt _?t eaSd A/ l?L /( ?baR..,v U i,,.c re b
13.
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN TLANDS. ALSO NOTE MEASURES TAKEN ,//P?TO INIMI E WETLAND
IMPACTS_ &I StL,6?q ?. t 4 PS /V© _ eav&k ;9E-
1S. 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 T T MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES Y 4 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 ( j
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.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? ® Qvd
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
-7 )J,1?196
OWNER'S SIGNATURE ATE
t
X4ld

¦ -it
DEM ID: ACTION ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT 0):
JOINT APPLICATION FORM FOR
NATIONWIDE 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 MANAGEMENT. P LEASE PRINT.
'
Mc -?
D ST
?" o ? 1
r(J -1 a ^)
.
1. OWNERS NAME: me
ipa r A1
n
2. OWNERS ADDRESS:
3'. OWNERS PHONE NUMBER (HOME): (WORK): -7V LI -452--33 Q q
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE
PHONE NUMBER: ,5t he a A, M ©© to,,i
5. LOCATION OF PLANNED WORK
NEAREST TOWN OR CITY: _
6. NAME OF CLOSEST STREAM/RIVER:
7. RIVER BASIN:
OFFICIAL,,ADDRESS,
v die r
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQws ORW,
WS I, OR WS II? YES [.j NO [ j
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 OF T U.S., I C UDING
WETLANDS, LOCATED ON PROJECT SITE: D ---------
3/30/92
f
• PROJECT
COUNTY
TYPICAL SECTION
--- ?
R/W
ww O
14
Pavement
IF" ? ?? /: ,? SLOPF
V r?
PER FT. SLOPE
ABC Conmacted
A. FILL SLOPE. ? AEC Loose

B.
SHOULDER SLOPE 0
' - STONE BY
TONS (DRIVES).
TONS (INTERS.)
C. DITCH SLOPE t/ TONS (ROAD) '
D. CUT SLOPE. r Z TONS (TOTAL)
I, f- f
FULL SUPERELEVATION I ,,-EL OF PAV'T. IS PROFILE GRADE
r FILL 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
I
SECTI ION-CC
LEVEL i NORMAL CROWN
SECTIONI-BB
NORMAL CROWN I NORMAL CROWN
SECTION-AA
STANDARD METHOD FOR OBTAINING SUPERELEVATION
2 LANE PAVEMENTS
Sheet 3 of 21'
Ideally, 2/3 of superelevation is obtained at P. C. or P. T.
as shown on Section - DD
Example: if maximum superelevation
at the point of curve or
.06 x 2/3= .04
is +.06-06, the superelevation
point of tangent is +.04-.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
sNEETs aF L'.
I , i f
STD. #
21503
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893.01
sgo.D5
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