19960318 Ver 1_Complete File_19960403

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
ID F= F=1
April 11, 1996
Stokes County
DEM Project # 960318
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. M.C. Shaffner
N.C. Dept. of Transportation
2125 Cloverdale Ave.
Winston-Salem, NC 27103
Dear Mr. Shaffner:
You have our approval to place fill material in wetlands or waters for the purpose of constructing a
road improvement at SR 1434, as you described in your application dated 3 April 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. Type A soil and
erosion control measures shall be utilized for this project. 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 Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney
Central Files
j eston Ho d, Jr. P.E.
i
.i
960318.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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STATE OF NORTH CAROLINA
JAMES B. HUNT JR.
GOVERNOR
RECEIVED
APR 0 31996
ENVIRONMENTAL SCIENCES
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
2125 Cloverdale Avenue
Winston-Salem, NC 27103
March 28, 1996
Division 9
District 2
Stokes County
SUBJECT:
Drainage Permits - Division of Environmental Management
Mr. Eric Galamb
Water Quality Planning
Division of Environmental Management
NC DEHNR
4401 Reedy Creek Road
Raleigh, NC 27607
Dear Mr. Galamb
GARLAND B. GARRETT J R.
SECRETARY
In an effort to obtain the necessary drainage permits, we are providing a package of design plans
for the paving of Aarons Corner Church Road (SR 1434) in Stokes County. In order to pave Aarons
Corner Church Road it will be necessary to replace, add, and/or extend the drainage pipes on this road.
By copy of this letter, we are also seeking approval from the NC Wildlife Resources Commission
and the US Army Corps of Engineer and submitting the enclosed material to them.
If you have any questions, comments or need additional information after reviewing this
material, please contact our office at [phone]. Thank you for your cooperation in this matter.
Respectfully,
M.C. Shaffner
District Engineer
MCS:ccj
Enclosures
cc: Mr. D.B. Waters, Division Engineer
Mr. D.C. Alderman, Stokes County Maintenance Engineer
File
A14,
03
- SR 1434
or, .,
DEM ID:
960318
ACTION ID: t
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT #):
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
ATTENTION: CESAW-CO-E
TELEPHONE [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRO
AND NATURAL RESOURCES TDji'-APR
P.O. BOX 29535RALEIGH, NC 27626-0535
ATTENTION: MR. JOHN DORNTELEPHONE: [phone]

ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS ELF'ENOINEERS. SEVEN
(7) COPIES SHOULD BE SENT TO THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
1. OWNERS NAME: NC DEPARTMENT OF TRANSPORTATION
2. OWNERS ADDRESS: 2125 CLOVERDALE AVENUE
WINSTON-SALEM, NC 27103
3. OWNERS PHONE NUMBER (HOME):
(WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: M. C. SHAFFNER
2125 CLOVERDALE AVENUE
WINSTON-SALEM, NC 27103
[phone]
5. LOCATION OF PLANNED WORK (ATTACH MAP) COUNTY: STOKES
NEAREST TOWN OR CITY: AARONS CORNER
SPECIFIC LOCATION: (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): FROM HARTS STORE, WEST
ON NC 704 0.1 MILES, THEN RIGHT ON SR 1436 FOR 1.3 MILES TO AARONS CORNER. THEN AARONS
CORNER CHURCH ROAD IS ON THE LEFT
6. NAME OF CLOSEST STREAM/RIVER: ELK CREEK
7. RIVER BASIN: ROAiNOKE RIVER BASIN
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW, WS I, OR WS II?
YES { X } NO { }
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES { } NO { X }
IF YES, EXPLAIN: _ __-
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS,
LOCATED ON PROJECT SITE: N1A
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED
PROJECT:
FILLED: 0
DRAINED: 0
FLOODED: 0
EXCAVATED: 0
TOTAL IMPACTED:
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): GRADE, DRAIN, BASE AND PAVE AARONS
CORNER CHURCH ROAD (SR 1434) IN STOKES COUNTY
13. PURPOSE OF PROPOSED WORK: TO IMPROVE ROAD CONDITIONS
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS.
THIS ROAD WILL BE PAVED IN THE UPCOMING MONTHS (FISCAL YEAR 1996-1997) BECAUSE OF
WHERE IT FALLS ON THE PRIORITY LIST. THE CAREFUL WORK OF THE NCDOT FORCES WILL
NIINRVIIZE IMPACTS TO WETLAND AND/OR TROUT STREAMS.
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 { X ) 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 { X } NO { }
RESPONSE FROM TEE 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. NW
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT. NW
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. N1A
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY. NW
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? NW
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
NW
O ' S SIGNATURE DATE
.#
PROPOSED DRAINAGE CROSS LINE TREATMENT
ALONG:AARONS CORNER CHURCH ROAD SR: 1434. STOKES COUNTY
LOCATED: IN HARTS STORE NC 704 WEST RIGHT ON SR 1436 FOR 1.3 MILES THEN LEFT
STATION EXISTING
DESCRIPTION
LGTHIDIAM/TYPE REPLACEMENT
DESCRIPTION
LGTH/DIAM/1YPE
SECTION TYPE
LEFT/RIGHT

COVER
SKEW
(APPROX)
18+00 NONE 40'-18" RCP FILUCUT MIN 1' 900
22+75 32'-15" RCP 40'-18" RCP FILL/CUT MIN 1' 900
27+50 NONE 40'-18" RCP CUT/FILL MIN P 900
44+60 32'-15" CMP 44'-18" RCP FILL/CUT MIN 1' 900
49+50 36'-18" RCP 48'-18" RCP FILL/CUT MIN F 900
54+80 36'-18" RCP 48'-18" RCP FILL/CUT MIN 1' 900
60+40 36'-24" RCP 48'-24" RCP FILL/CUT MIN F 900
69+00 32'-18" CMP 44'-18" RCP FILL/CUT MIN 1' 900
91+60 32'-18" RCP 48'-24" RCP CUT/FILL MIN 1' 1000
99+50 NONE 40'-18" RCP CUT/CUT MIN 1' 90°
108+00 NONE 40'-18" RCP CUT/FILL MIN 1' 900
119+75 32'-24" RCP 48'-24" RCP FILL/FILL MIN 1' 900
126+70 M-15-RCP 44'-18" RCP CUT/FILL MIN 1' 900
137+15 28'-15" RCP 40'-18" RCP CUT/CUT MIN 1' 90°
143+50 32'-18" RCP 44'-18" RCP CUT/FILL MIN 1' 900

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