19970638 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. Shaffner
N.C. Dept. of Transportation
2125 Cloverdale Ave.
Winston-Salem, NC 27103
_ Dear Mr. Shaffner:
A
J70LA?EHNF11
August 1, 1997
Stokes County
WQC 401 Project #970638
You have our approval, in accordance with the attached conditions, to place fill material in
acres of wetlands or waters for the purpose of improving SR 1909, as you described in your
application dated 16 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,
PP toLnHo w Jr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Mr. John Domey
Central Files
970638.1tr
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% recycled/10% post consumer paper
V
.97038
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
DIVISION OF HIGHWAYS
2125 Cloverdale Avenue
Winston-Salem, NC 27103
July 16, 1997
Division 9
District 2 01 ISSN
Stokes County - SR 1909
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 JR.
SECRETARY
Po t' ?G
N
In an effort to obtain the necessary drainage permits, we are providing a package of design plans
for the paving of Middleton Loop Road (SR 1909) in Stokes County. In order to pave Middleton Loop
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:laj
Enclosures
c: Mr. D.B. Waters, Division Engineer
Mr. Lance Covington, Stokes County Maintenance Engineer
File
NO,
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 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 y
<
WILMINGTON, NC 28402-1890 P.O. BOX 29535 u?,
ATTENTION: CESAW-CO-E RALEIGH, NC 27626-0535 F2
TELEPHONE [phone] ATTENTION: 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 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: WALNUT COVE, NC
SPECIFIC LOCATION: (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): FROM I-40 WEST TO 65
UNTIL MERGE WITH HIGHWAY 8, THEN TO 65 SOUTH, LEFT ONTO SR 1908 TO SR 1909
6. NAME OF CLOSEST STREAM/RIVER: DAN RIVER
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
TOTAL IMPACTED
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.
MIDDLETON LOOP 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
O 'S SIGNATURE DATE
PROPOSED DRAINAGE CROSS LINE TREATMENT
ALONG:MIDDLETON LOOP ROAD SR:1909 STOKES COUNTY
LOCATED: NC 65 SOUTH TO SR 1908(2.5 MILES NORTH) TO MIDDLETON LOOK ROAD

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

COVER
SKEW
(APPROX)
12+50 NONE 44'-18"RCP CUT/FILL MIN 1' 90°
16+00 NONE 44'-18"RCP CUT/FILL MIN 1' 90°
46+75 NONE 44'-18"RCP CUT/FILL MIN 1' 90°
56+00 NONE 44'-18"RCP FILL/FILL MIN 1' 900
61+00 NONE 44'-18"RCP CUT/FILL MIN 1' 90°
91+00 NONE 44'-24"RCP FILL/FILL MIN 1' 90°
113+00 100'-96"CMP RETAIN NONE MIN 1' 90°
117+50 56'-18"RCP RETAIN CUT/FILL MIN 1' 90°
137+50 NONE 44'-18"RCP CUT/FILL MIN 1' 90°
145+00 NONE 44'-18"RCP CUT/FILL MIN 1' 90°
160+50 NONE 44'-18"RCP CUT/FILL MIN 1' 90°
163+50 NONE 48'-18"RCP CUT/FILL MIN 1' 90°

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GUILFORD
C I 0 U N T Y COUNTY
VICINITY MAP
ROCK INLET PROTECTION:
STOKES COUNTY
SECONDARY ROAD
CONSTRUCTION PLAN
SR:1909NAME: MIDDLETON LOOP ROAD
TOWNSHIP: SAURATOWN
PROPOSED FISCAL YR:1997-1998
PRIORITY NO: -3-R
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
STDr DESCRIPTION SYMBOL

N/A HIGH POINT / WATER FLOW DIRECTION .......... .......... -'*'-
X ?
245.01 SILT BASIN TYPE A ................................................. '?
........... ?
245.02 SILT BASIN TYPE B ................................................. ...........
245.03 TEMPORARY SILT DITCH ...................................... ........... -TDS -
245.05 TEMPORARY DIVERSION DITCH ......................... ........... TD -
100.01B STORM DRAINAGE PIPE .......................................
896.01 TYPE A ..................................................... A a OR A ? 890.05
896.02 TYPE B ...................................................... B OR B
896.03 TYPE C ...................................................... C OR C 892.01
892.02
897.01 ROCK PIPE INLET PROTECTION......... p???1R
@
892.04
N/A PIPE OUTLET ENERGY DISSIPATER.. RECEIVED NCF"%p j 893.01
N/A DRAINAGE TURNOUT ........................... -- AN 9 1997
r 894.01
N/A RIP-RAP LINED DITCH .......................... }} }}- 895.10
VIST. 2 - DIV. 9
N/A STREAM ...................................................

TEMP. SLOPE DRAIN W/ EARTH BERM .......................... ?--
TEMPORARY ROCK SEDIMENT DAM TYPE A ..............
TEMPORARY ROCK SEDIMENT DAM TYPE B ..............
TEMPORARY ROCK SILT CHECK TYPE A .....................
TEMPORARY SILT FENCE ................................................. tH--- nr
ROCK SILT SCREEN ............................................................
TEMPORARY ROCK SILTCHECK TYPE B ...................... ,
GENERAL NOTES:
1. ROADWAY ALIGNMENT AND PROPERTY LINES
ARE BASED ON COUNTY TAX MAP INFORMATION.
2. TYPE "B" 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 DITCH LINE 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.
SR: 1909 couNTY :STOKES.
NAME: MIDDLETON LOOP ROAD
SCALE: I" =100' APPROVED BY DRAWN BY:LAJ
DATE:02/05!97 M.C. Shaffner, District Engineer
EROSION CONTROL / RIGHT-OF-WAY PLANS
MAP LENGTH: 3.10 MILE(S) I OF ??

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SECONDARY ROAD CONSTRUCTION PLANS
SR: 1909 NAME: MIDDLETON LOOP ROAD
DRAWN BY:DEW DATE92-30-96 REVISED DATE:
APPROVED BY: M.C. SHAFFNER, DISTRICT ENGINEER
SCALE: !° = 100 MAP LENGTH: 3JO MILErS1 PAGE 02 OF I!
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SECONDARY ROAD CONSTRUCTION PLANS
SR: 1909 NAME: MIDDLETON LOOP ROAD
DRAWN BY DEW DATE: 12-30-96 REVISED DATE:
APPROVED BY: M.C. SHAFFNER. DISTRICT ENGINEER
SCALE: J" = 100' MAP LENGTH: 3JO MILE(S) PAGE O3 OF J!

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SECONDARY ROAD CONSTRUCTION PLANS
SR: 1909 NAME: MIDDLETON LOOP ROAD
DRAWN BY: DEW DATE: 12-30-96 REVISED DATE:
APPROVED BY: M.C. SHAFFNER, DISTRICT ENGINEER
SCALE: I' = !00 MAP LENGTH: 3JO MILE(S) PAGE 04 OF 11
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SECONDARY ROAD CONSTRUCTION PLANS
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S: 1909 NAME: MIDDLETON LOOP ROAD
DRAWN BY. DEW DATE. 12-.30-96 REVISED DATE:
APPROVED BY: M.C.SHAFFNER.DISTRICT ENGINEER
SCALE
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SECONDARY ROAD CONSTRUCTION PLANS
SR: 1909 NAME: MIDDLETON LOOP ROAD
DRAWN BY:DEIN DATE:12-30-96 REVISED DATE:
APPROVED BY: M.C. SHAFFNER. DISTRICT ENGINEER
SCALE: 1' = 100 MAP LENGTH: 3JO MILE(S) PAGE 06 OF ll
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DRAWN BY: DEW DATE:12-30-96 REVISED DATE:
APPROVED BY: M.C. SHAFFNER, DISTRICT ENGINEER
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SR: 1909 NAME:MIDDLETON LOOP ROAD
DRAWN BY: DEW DATE: 12-30-96 REVISED DATE:
APPROVED BY: M.C. SHAFFNER, DISTRICT ENGINEER
SCALE:/`- /00' 1 MAP LENGTH: 110 MILE(S) PAGE 08 OF ll

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