19970731 Ver 1_Complete File_19971031

State of North Carolina
Department of Environment,
?
Health and Natural Resources LTam'Al
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary p H N F=1
A. Preston Howard, Jr., P.E., Director
November 13, 1997
McDowell County
DWQProject #970731
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Stephen A. Moore
NC DOT
Route 1, Box 169C
Marion, NC 28752
Dear Mr. Moore:
You have our approval, in accordance with the attached conditions and those listed below, to
fill in 0.05 acres of wetlands or waters for the purpose of paving SR 1552 at Marion, as you
described in your application dated October 27, 1997. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3103. This
certification allows you to use Nationwide Permit Number 14 when it is issued by the Corps of
Engineers. In addition, you should get any other federal, state or local permits before you go
ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire
when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be
required to send us a new application. If total wetland fills for this project (now or in the future)
exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
cc:
1. Sediment and erosion control measures shall adhere to the design standards for sensitive
watersheds (T 15A:04B .0024).
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.
Attachment
Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
9707311tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycledf1 0% post consumer paper
Since A,
Pest. Howard, Jr. E.
ec+STAT(q, 401 188M
fO ` ®7 3 1 STATE OF NORTH CAROLINA
DEPARTMENT OF TPANSPORTATION
JAMEs B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRET T JP.
GOVERNOR SECRETARY
Route 1, Box 169C
Marion, NC 28752
October 27, 1997
McDowell County
Mr. Steve Chapin
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, ITC 28801-5006
Subject: Nationwide Permit Request
SR 1552, Lake Road
1997-1998 Rural Paving Project
Dear Mr. Chapin:
RECEiVEp
1997
?? ? R? N? E N r, g t s c ?? N cFs
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
1552, Lake Road in McDowell County.
Lake Road is presently 14-18 feet wide. We plan to pave the road 20 feet.
wide and increase the typical section. The typical section is also attached. Grading
will be moderate to heavy. The project begins at survey station 10+00, 1.04 miles
northeast of SR 1586 and continues in a northeasterly direction for a distance of
3.30 miles.
We propose to extend (twenty (20) feet at each location) three (3) pipes in
unnamed tributaries at survey stations 14+70, 18+58 and 103+33. We propose to
replace bridge number 72 with one line of 112" X 75" X 60' CSPA.
By copy ofthis letter, we request Mr. Mark Davis, North Carolina Wildlife
Commission Western Mountain Region Coordinator, to comment directly to you
concerning the nationwide permit request. A request to work within the twenty-five
foot buffer zone will be made to the Department of Environment, Health and
Natural Resources at a later date.
R ?41

Mr. Steve Chapin
Page 2 - SR 1552, Lake Road
October 27, 1997
By copy of this letter, we are asking E. L. Ingle, Area Roadside Environmental
Engineer, to comment on the above project.
. By copy of this letter, I am 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
Attachments
cc: Mr. W. D. Smart, P. E.
Mr. L. A. Taylor
Mr. E. L. Ingle
Mr. Mark Davis
Mr. Eric Galamb
POO*
DEM ID: ACTION ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT #):
JOINT APPLICATION FORK FOR
NATIONWIDE PERMITS TEAT 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 WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL.MANAGEMENT
ZEPARTMENT=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 v a46n? 4 O
2. OWNERS ADDRESS:
3. OWNERS PHONE NUMBER (HOME):
4. IF APPLICABLE: AGENT'S NAME OR
PHONE NUMBER: 5t e A Kom A .
(WORK): 7DL4-452-3344

OFFICIAL,,ADDRESS,
5. LOCATION OF PLANNED WORK ( , TACH MAP). COUNTY :
NEAREST TOWN OR CITY: n
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ESC .j: 2
jr7Z
6. NAME OF CLOSEST STREAH/RIVER: C-Q W `Ja
7. RIVER BASIN: a 1 GL N/ b q
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS 117 YES [ j NO [ j
9. HAVE ANY SECTION 404 PERMITS. BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ) NO [ ?)
IF YES, EXPLAIN.
-10. E.STIMATED TOTAL NUMBER OF ACRES OF WATERS OF TliE.U. ?INCLUDING
WETLANDS, LOCATED ON PROJECT SITE: t? 3/30/92
r
1
-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT: i-
FILLED: 0. Q
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED :
12.
13.
DESCRIPTION
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. _ALSO, NOTE MEASg?JRES TAKEN TO MINIMM?IIZE WETLAND
IMPACTS. Q II AA(MLA 7 G AaQn QeS U r Wtd&-I* Yp LC.a I S6-,;t71'AP I'E// ii 1A
VC (A Gtr
?1M l7-a i
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? w d©
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
F.
OWNER'S SIGNATURE DATE
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 THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES NO ( J
,RESPONSES FROM THE USFWS AND/OR NMFS SHOUL 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.
_-_ ?22??J
PROJECT S R 1 5c
COUNTY .. M c Qo U/2 jl
TYPICAL SECTION
R/W t5 0

Pavement
R/W

PER FT. SLOPE
ABC Compacted
A. FILL SLOPE. ABC Loose
TONS (DRIVES). STONE BY
8. SHOULDER SLOPE '. L4 Q
C. DITCH SLOPE . . 4 TONS (INTERS.)
??? •- TONS (ROAD)
D. CUT SLOPE. TONS (TOTAL)
FULL SUPERELEVATION OF PAV'T. IS PROFILE GRADE
r FULL SUPERELEVATION
00
I I.
SECTION-EE
2/3 SUPERELEVATIDN I 2/3 SUPERELEVATION
P. C. OR P.T. i
SECTI N-DD !
SUPERELEVATION = NORMAL CROWN
NORMAL CROWN
I
SECTION-CC
LEVEL i NORMAL CROWN
SECT ION-BB
-NORMAL CROWN -NORMAL 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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