19940690 Ver 1_Complete File_19940728

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
NC DOT
Route 1, Box 169-C
Marion, N.C. 28752
Dear Mr. Moore:
WIT
?EHNF?
August 2, 1994
Burke County
DEM Project # 94690
FILE COPY
You have our approval to place fill material in 0.01 acres of wetlands or waters for
the purpose of road improvement at SR 1648, as you described in your application dated
25 July 1994. 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
Dorney at 919-733-1786.
Attachment
Si erely,
reston ward, Jr. E.
rector
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
94690.1tr
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
r
JAMES B. HUNT. JR.
GOVERNOR
Burke County
DIVISION OF HIGHWAYS
Rte. 1, Box 169C
Marion, KC 28752
July 25, 1994
Mr. Steve Chapin
U.S. Army Corps of Engineers
317 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, K. C. 28801
R. SAMUEL HUNT I I I
SECRETARY
404J?®
Subject: Nationwide Permit
SR 1648 Settlemyre -Lail Street
1994-1995 Residential Paving Priority
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 pf SR 1648
Settlemyre-Lail Street in Burke County.
SR 1648 presently 14 to 16 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.
We proposed to upgrade/extend one pipe with a live
stream at survey station 9 + 50.
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.
Q is STATE o
lid
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION

t •
Page 2
Burke County
SR 1648 - Settlemyre-Lail 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.
Cordia ally,
Stephen A. Moore, P. E.
District Engineer
District 1, Division 13
SAM/GRW:cal
Attachments
cc: Mr. W. D. Smart, P. E.
Mr. E. D. Zimmerman
Ms. Stephanie Goudreau
Mr. Eric Galamb
ACTION IDs
DEN in:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT T):
JOINT APPLICATION FORM TOR
1d1TIONWIDE p*RmITS THAT REQUIRE NoTITICATION TO CORPS OF ENOINEERS
r? NATIoNWiDL PIMMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCt
NATIONWIDE 01mutTS "*T REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
Et1GINEER
WILMINGTON DISTRICT
COMPS Off' ENGINEERS
b*00Tlb"Nt or THE ARMY
R.O. Not 1590
WILMINGTON, NC 26402-1890.
ATTN: CLSAW-CO-E
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION St10ULD BE SENT TO THE CORPS OP
ENGINEERS. SEVEN (1) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
VWXhONMENTAL MANAGEMENT. PLEASE PRINT.
MeA r? f ?ran? aria roh
N. c . Deoar+
1. OWNERS NAMES
2. OWNERS ADDRESS:!
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT# HEALTH
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTNI MR. JOHN DORNEY
Telephone [phone]
M c_
3. OWNERS PHONE NUMBER (HOME), ( WORK) : 7 V `t - U ? Z? ?3 4
PHONE NUMBER.
MaE 5. L
OCATION OF PLANNED WORK (AT
NEAREST' TOWN OR CITY : _?.
4. IF APPLICANLEs A tNT'S NAME
RESPONSIBLE EE OFFICIAL,tADDRESS,
AA w Al Ir0
P) . COUNTY :
DMARKS, ETC.)
''I ? S'.- -Fra M
6. NW OF CLOSEST STREAM/RIVERS .
Ga?cwba ever
7. RIVER BASIN".
e. is THIS PROJ*CT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW# ORW,
WS to OR WS II?' YLS t No t )
9. HAva ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES t ) NO
iF m, xXpLAiN.
•10. ISTINAM) TOTAL NUMBER OF ACRES OF WATERS OF THE 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 PROJECTS
12. bESCRIPTION OF PROPOSED
Q V P Y'd k c em, /' Y.

v
13. PURL S?,oF py p o"
POSED
14. STATE REASONS WHY THI
CARRIED OUT IN WETLAND .
IMPACTS. ")) ,e,
/J[ rn
FILLED: (S L
-"-"---
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IHPAcTEb
(ATTACH p S)S
4--AA-l6'4 g
11 OAK 5O
-?
r v J CL e
's APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
LSO, NOTE MEASURES TAKEN O MINIMIZE WETLAND
-? t C A?C?r/?C SorY ''f'ly
15. YOU
ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(t1SFWS) Amb/OR NAI'IUNAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEbERALLY LISTED OR -PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE E
PROPOSED PROJECT. HAVE YOU DONE So?
RESPONSES FROM THE USFWS AND/OR NNFS SHOYES NO I )
ULD BE FORWARDED TO CORPS.
lC. 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 VY THE PROPOSED PROJECT?
HAVE YOU DONE SO?
RESPONSE FROM THE SHPO SHOULD BE FORWARDYES- N6,
ED (TO CORPS.t )
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
PROJECT. TO BE IMPACTED by
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
"LEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
D. IP A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? ?df QV Z /III
?• I!' APPLICABLE0 WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
i?? L a 7-25-94-
OWNER'S SIGNATURE DATE

PROJECT 5 R ?64,g S?-Ier-
COUNTY Vr ?, er.
Sheet 2 of c
rvw .•,
TYPICAL S?CLI4N
R/W
5 -?'
Pavement
` 013.5

PER FT. SLOP E
yz ABC Ccmpactea
A. FILL SLOPE: . ., 0
It
=Aw Loose
g. SHOULDER SLOPE '. ' TONS (DRIVES). STOM BY
C. DItCH SCOFF 3 _.
, _ TONS (INTERS:) . a
TONS MoAD)
b. CUT SLOPE. I r? L2Cj? TONS (TOTAL) `
__

`?--
Sheet 3 of
0j" SWIEUVATION OF PAV'1. IS PROFILE OAK
---• FILL SUPERELEYAiMN
SUPERON ? ,._2/3 SUPERELEVATIW
P. C. OR P.1.
SECTIbN-DD
SUFERELEYA710N NORMAL CROWN
NORMAL CROWN
SECTION-CC
LEVEL NORMAL CROWN
SE TION- B
NORMAL CROWN 1URMAL 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
.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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