19950432 Ver 1_Complete File_19950426

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
C)EHNR
May 1, 1995
Rutherford County
DEM Project # 95432
APPROVAL of 401 Water Quality Certification
Mr. Stephen Moore
NC DOT
Route 1, Box 169C
Marion, N.C. 28752
FILE COPY
Dear Mr. Moore:
You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose
of road improvements at SR 1943B, as you described in your application dated 25 April 1995. After
reviewing your application, we have decided that this fill is covered by General Water Quality
Certificadon 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 15013 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.
Sincerely,
PsPton Howard, Jr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
95432.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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4Q1ISSUE-
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT, JP- DIVISION OF HIGHWAYS R. SAMUEL HUNT II I
GOVERNOR SECRETARY
RECEivED
Rte. 1, Box 169C
Marion, NC 28752 APR 2 6 19951
April 25, 1995 EN"RON
M
r?OA EN;q ,SCIENCES
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 1943B - Middle Street
1994-1995 Residential 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 1943B
Middle Street in Rutherford County.
Middle Street is presently 12 to 14 feet wide. We plan
to pave the road 17 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
1935 and continues to SR 1942, a distance of 0.72 miles.
We propose to replace/extend one pipe which carries a
live stream at survey station 28 + 10.
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.
A
Page 2
Rutherford County
SR 19438 - Middle Street
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,
40? '4e.
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
Ms. Stephanie Goudreau
Mr. Eric Galamb
DEM ID: ACTION ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT /): -
JOINT APPLICATION FORT( FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS TIMT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS TgAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. box 1890 AND NATURAL RESOURCES
WILMINGTON, NC 28402-1890. P.O. BOX 29535
ATTN: CESAW-CO-E RALEIGH, NC 27626-0535
Telephone [phone] 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. PLEASE PRINT.
1. OWNERS NAME: N c De pCt?? MeX??` 4 ?0.?lSna Y ?1 n1
2. OWNERS ADDRESS: ' Ot G
3. OWNERS PHONE NUMBER ( HOME) : ( WORK) : 33 4 L4
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,.ADDRESS,
PHONE NUMBER. S't-e D LnQ P, . M o D Y ice. E
V) ic -r i r -r C ?1 l.1 ? v1 P P-C5. LOCATION OF PLANNED WORK ATTACH MAP). COUNTY: ?y ?11P?'?O Y Ct
NEAREST TOWN OR CITY: ?a Y•O I e P n
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LT MARKS, ETC.):
T&-
Tr % 1P v r
6. NAME OF CLOSEST STREAM/RIVER: Plf Oa ? ?z \,I ?--y-
7. RIVER BASIN: `,ran ""\Jpy-
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES ( ) No W
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES ( ) Ito pQ'
IF YES, EXPLAIN.
10. LSTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING
WETLANDS, LOCATED ON PROJECT SITE: c)a i A.GYe--S
3/30/92
-2-

INCLUDING WETLANDS, IMPACTED BY
11 NUMBER OF ACRES OF WATERS OF THE U.S.,
.
THE PROPOSED PROJECT: FILLED: (--
DRAINED'
FLOODED:
EXCAVATED:
TOTAL IMPACTED: '? z c NPR
12 . DESCRIPTION OF PROPO<S\E,D WORK O (ATTACH PLANS) ^ _ S A„ ? v n C l [7 fM JI-
13.
a',1 60-se-
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THISMICTIVIEYWETL1 D
CARRIED OUT IN WET ANDS. ALSO, NO E MEASURES MTAKEI? A,
Tmpr?cTS. r Av) r? _
_ra
e
ki»?c ''? rn lN(M ( z"o- Ipi ru CA
ct ct m
ING THE PRESENCE
15. YOU ARE REQUIRE D TO?ORINECFISHERIES .SEFISH D RVICE (NMFS) LIFE REGARD SERVICE
(USFWS) AND/OR NATIONAL
OR ANY FEDERALLY LISTED OR -PROPT DPE ITIAAEA THAT AMAY BE AFFECTED THREATENED ETHE
SPECIES OR CRITICAL HABITAT IN YES NO ( )
PROPOSED PROJECT. HAVE YOU DONE SO?
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
ICH
16. YOU ARE REQUIRED TO CONTACT THE STAEPISTORIC PIESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC
NAY BE AFFECTED BY THE PROPOSED PROJECT? YES ( ) NO ( )
HAVE YOU DONE SO?
RESPONSE FROM THE SliPO SHOULD BE FORWARDED TO CORPS.
17. ADDITIONAL. INFORMATION REQUIRED BY DEM: STREAMS, AND LAKES ON
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS,
THE PROPERTY.
REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
B. IF AVAILABLE,
B
PROJECT.
IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
C• DELINEATION LINE.
RELEVANT TO THE PLACEMENT OF THE ATTACH
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT.
COPY.

E. WHAT IS LAND USE OF SURROUNDING PROPERTY?
!. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
95
Cleo 51 ?. sr_ 25-
, .
pow DATE
OWNER'S SIGNATURE
R/w
TYPICAL SECTION
j0`
JIICC t- ? vi. / /

R/W
-1i
r
I Pavement
PROJECT /11 i 7 r,! S7
COUNTY V 7ZIL L/:.
A. FILL SLOPE: . .
8. SHOULDER SLOPE
C. DITCH SLOPE
D. CUT SLOPE.

y rl
Q- PER FT, SLOPE
y2:1
•1-• 411 SLOPE
ABC Compacted
ABC Loose
TONS (DRIVES).
`IONS (INTERS.)
TONS (ROAD)
TONS (TOTAL)
STONE BY
Sheet 3 ofd
FULL SUPERELEVATMN I t OF pAvl. IS PROFILE CRAOE
r RILL SUPERELEVATION
I
SECTION-EE
2/3 SUMELEVATION I 213 SUF£RELEVATION
I p. C. OR p. T.
SECTION-DD
SUI'ERELEVATION
NORMAL CROWN NORMAL CROWN
SECTION-CC
LEVEL NORMAL CROWN
SECTION-BB
NORMAL CROWN ( NORMAL CROWN
SECTION-AA
STANDARD METHOD FOR OBTAINING SUPERELEVATION
2 LANE PAVEMENTS
Ideally, 2/3 of superellevation is obtained at P. C. or P. T.
as shown on Section - DD
Example: if maximum super.elevation is 4-.06-06, the superelevati.on
at the point of curve or point- of tangent is +.04-.04
.06 x 2/3y .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.
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