19970639 Ver 1_Complete File_19970722

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. M.C. Saffner
N.C. Dept. of Transportation
2125 Cloverdale Ave.
Winston-Salem, NC 27103
Dear Mr. Shaffner:
& LT!?FA
?EHNFIt'
August 1, 1997
Stokes County
WQC 401 Project #970639
You have our approval, in accordance with the attached conditions, to place fill material in waters for the
purpose of constructing improvements at SR 1646, as you described in your application dated 17 July 1997.
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Numbers 3103 or 3100. These Certifications allow you to use Nationwide Permit Number 14
or General Permit 031 when they are 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. Also 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. 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). For this approval to be valid, you must follow the conditions
listed in the attached certification.
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,
i
Pr ton o d' Jr.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Mr. John Dorney
Central Files
970639.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NO 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aff irmative Action Employer • 50% recycled/10% post consumer paper
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970 A- 3
JAMES B. HUNT JR.
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TP ANSPORTATION
DIVISION OF HIGHWAYS
2125 Cloverdale Avenue
Winston-Salem, NC 27103
July 17, 1997
Division 9
District 2
Stokes County - SR 1646
SUBJECT
401 ISSLe
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,
In an effort to obtain the necessary drainage permits, we are providing a package of design plans
for the paving of Ward Road (SR 1646) in Stokes County. In order to pave Ward 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,
me&V1da-)
M.C. Shaffner
District Engineer
MCS:Iaj
Enclosures
c: Mr. D.B. Waters, Division Engineer
Mr. Lance Covington, Stokes County Maintenance Engineer
File
GARLAND B. GARRETT J R.
SECRETARY
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DEM ID: ACTION ID:
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 ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTENTION: MR. JOHN DORNEY
TELEPHONE: [phone]
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ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. 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):
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: PRESTONVILLE, NC
SPECIFIC LOCATION: (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): FROM PRESTONVILLE, .
TAKE NC 772 NORTH .1 MILES, SR 1646 ON THE RIGHT.
6. NAME OF CLOSEST STREAM/RIVER: BUFFALO CREEK
7. RIVER BASIN: ROANOKE 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: NONE
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
TOTALIMPACTED: 0
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): GRADE, BASE AND PAVE
13. PURPOSE OF PROPOSED WORK: TO IMPROVE THE QUALITY AND DURABILITY OF THE ROAD.
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS.
WARD ROAD IS SCHEDULED FOR PAVING IN THE UP COMING MONTHS DUE TO ITS
PLACEMENT ON THE STATE PRIORITY LIST. THE CAREFUL WORK OF DOT FORCES AND THEIR
EROSION CONTROL MEASURES WILL MINIMIZE THE IMPACT ON WETLANDS AND 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 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? RESIDENTIAL
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
OWNER'S IGNATURE DATE
PROPOSED DRAINAGE CROSS LINE TREATMENT
ALONG:WARD ROAD SR:1646 STOKES COUNTY
LOCATED: FROM DELTA, TAKE NC 772 SOUTH FOR 1.5 MILES, SR 1646 ON LEFT

STATION EXISTING
DESCRIPTION
LGTH/DIAM/TYPE REPLACEMENT
DESCRIPTION
LGTH/DIAM/TYPE
SECTION TYPE
LEFT/RIGHT

COVER
SKEW
(APPROX)
15+00 NONE 44'-18"RCP FILL/FILL MIN 1' 90°
20+50 28'-18"RCP 44.'-18"RCP FILL/FILL MIN 1' 45°
50+00 32'-18"RCP 44'-18"RCP FILL/FILL MIN 1' 90°
65+00 32'-18"RCP 44'-18"RCP FILL/FILL MIN 1' 90°
73+00 NONE 44'-18"RCP FILL/FILL MIN 1' 90°
96+50 40'-60"CMP RETAIN FILL/FILL M-IN 1' 90°
109+80 48'-18"RCP 76'-18"RCP FILL/FILL MIN 1' 90°

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VICINITY MAP
ROCK INLET PROTECTION:
896.01 TYPE A ..................................................... A OR A
896.02 TYPE B ...................................................... B Lu OR B
896.03 TYPE C ...................................................... C OR C
897.01 ROCK PIPE INLET PROTECTION......... gW
0 TD TOR A

N/A STREAM ................................................... -,?- ... STOKES COUNTY
N/A PIPE OUTLET ENERGY 1.111 a A
N/A DRAINAGE TURNOUT ...........................
N/A RIP-RAP LINED DITCH ..........................?
SECONDARY ROAD
CONSTRUCTION PLAN
SR:1646NAMEMA.RD ROAD
TOWNSHIP:SNOW CREEK
PROPOSED FISCAL YR:1997-1998
PRIORITY NO:,S -R
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
STD# DESCRIPTION SYMBOL
N/A HIGH POINT / WATER FLOW DIRECTION .................... -4- X "*-
:
SILT BASIN TYPE A
245.01 ..................
.........................................
245.02 SILT BASIN TYPE B ............................................................
245.03 TEMPORARY SILT DITCH ................................................. -TT)S -
245.05 TEMPORARY DIVERSION DITCH .................................... TD -
100.01B STORM DRAINAGE PIPE ....................................................
890.05 TEMP. SLOPE DRAIN W/ EARTH BERM .......................... ?-
892.01 TEMPORARY ROCK SEDIMENT DAM TYPE A ..............
892.02 TEMPORARY ROCK SEDIMENT DAM TYPE B ..............
892.04 TEMPORARY ROCK SILT CHECK TYPE A .....................
893.01 TEMPORARY SILT FENCE .................................................
894.01 ROCK SILT SCREEN ............................................................
895.10 TEMPORARY ROCK SILTCHECK TYPE B ...................... '
•
GENERAL NOTES:
1. ROADWAY ALIGNMENT AND PROPERTY LINES 1
ARE BASED ON COUNTY TAX MAP INFORMATION.
2. TYPE ieB" SILT BASINS WILL BE CONSTRUCTED TO
6' x 3' x 3' UNLESS OTHERWISE NOTED ON PLANS.
3. THE INSTALLATION ORDER OF EROSION CONTROL
MEASURES SHOULD BE AS FOLLOWS:
A. TEMPORARY SILT BASINS SHALL BE
INSTALLED PRIOR TO CLEARING AND
GRUBBING.
B. SILT FENCES AND TEMPORARY SILT
DITCHES SHALL BE INSTALLED AFTER
CLEARING AND BEFORE GRADING.
C. TEMPORARY STONE DITCH CHECKS
SHALL BE INSTALLED AS SOON AS
THE DITCHLINE IS ESTABLISHED.
D. PIPE OUTLET AND INLET PROTECTION
WILL BE DONE AS SOON AS THE PIPE
IS INSTALLED.
E. SEEDING AND OTHER PERMANENT
EROSION CONTROL MEASURES ARE
TO BE IMPLEMENTED AS SOON AS
PRACTICAL.
4. ADDITIONAL EROSION CONTROL DEVICES WILL
INSTALLED AS NEEDED IN THE FIELD OR AS
DIRECTED BY THE ENGINEER.
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p, E CE V ED NC,? -
16 199?7
DIST, L a aj i,:
SR 1646 COUNTY : STOKES
NAME: WARD ROAD
SCALE:I" =100' APPROVED BY DRAWN BY:LAJ
DATE: 12-30-96 M.C. SHAFFNER, DISTRICT ENGINEER REVISED:
EROSION CONTROL / RIGHT-OF-WAY PLANS
MAP LENGTH:1.8 MILE(S) I OF 7
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S.R:1646 COUNTY:STOKES
NAME:WARD ROAD
N. C. D. 0. T. DIVISION OF HIGHWAYS
SCALE: I"= 100' DRAWN BY LAJ PAGE: 3 OF 7

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S.R:1646 COUNTY:STOKES
NAME:WARD ROAD
N. C. D. 0. T. DIVISION OF HIGHWAYS
SCALE: F'= 100' DRAWN BY LAJ PAGE: j OF 7
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S.R.:1646 COUKMSTOKES
NA EMARD ROAD
N. C. D. 0. T. DIVISION OF HIGHWAYS
SCALE: 1"=100' DRAWN BYLAI PAGE:70f 7
5;TA 30