19950159 Ver 1_Complete File_19950214

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
Boom
?EHNR
February 16, 1995
Polk County
DEM Project # 95159
APPROVAL of 401 Water Quality Certification
Mr. C.E. Dumas, Jr.
Assistant District Engineer
NCDOT
P.O. Box 5189
Horse Shoe, N.C. 28742
FILE COPY
Dear Mr. Dumas:
You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose
of road maintenance at SR 1163, North King Laughter Road, as you described in your application
dated 1 February 1995. 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 Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
95159.1tr
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
401 ISSUED
STATE OF NORTH CAROLINA
DEPARTMENT OF TMNSPORTATION
JAMES B. HUNT, JR
GOVERNOR
DIVISION OF HIGHWAYS
R. SAMUEL HUNT I I I
SECRETARY
P.O. Box 5189
Horse Shoe, N.C. 28742
.February 1, 1995
Polk County
Mr. Steve Lund
U.S. Army Corps of Engineer
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
Subject: SR 1163, North King Laughter Road
Grading and Paving
Dear Mr. Lund,
Fri
a
I am attaching a straight line diagram with erosion control
plans, an application form for a Nationwide Permit, and a county
map section locating SR 1163, North King Laughter Road in Polk
County.
SR 1163 is a gravel road that we propose to clear, grub, pave,
and replace/extend pipes for a distance of 0.72 miles. Grading
will be moderate.
We are requesting permission to replace and extend pipes in live
streams noted on plans at survey stations 9+00, and 25+30. Pipes
will be replaced using our standard method of pipe installation
described in the erosion control details - Appendix A of the
erosion control plans. NCDOT Best Management Practices and
proper phasing of erosion control items will be used to minimize
and control sedimentation and erosion.
There are three (3) areas where our road parallels a tributary to
Britten Creek, however; we do not propose to disturb fill slopes
on the creek side in these locations as indicated in the typical
found in Appendix - A. Please note that Britten Creek is not
classified as trout water or a tributary to trout water.
By copy of this letter, vie are asking Mr. David Yow, N.C.
Wildlife Resources Commission, to comment directly to the Corps
of Engineers concerning the Nationwide Permit request. Upon
review for the Corps of Engineers we are requesting that Mr. Yow
forward a copy to us (NCDOT) as well.
9
r

Mr. Steve Lund
Page 2
February 1, 1995
By copy of this letter, we are also asking Mr. Ed Ingle, Area
Roadside Environmental Engineer (NCDOT) to comment directly to us
on the above project.
Also by copy of this letter, authorization to proceed under
section 401 of the Clean Water Act is being requested from
Mr. Eric Galamb, Division of Environmental Management.
Your earliest consideration for this request would be
appreciated. If further information is needed, please advise.
Sincerely Yours,
C.E. Dumas, Jr., EIT
Assistant District Engineer
attachment
cc: Mr. Eric Galamb, Division of Environmental Management
Mr. Ed Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. David Yow, District Fisheries Biologist, NCVIRC
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WMMINGTON 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 NAMRAL RESOURCES
Wilmington, NC 284021890 P.O. Box 29535
ATTN: CESAW CO-E Ralei NC 27626-0535
Telephone (9,19) 251-4511 ATTlMR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD 13E 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: Al. e- C?),f© o17-J--4 n 15 P-0I- A 'o r7
2. Owners Address: f?D, l3e S! 89 6-ye S/7cG IV- C Z8 75-Z
3. Owncrs Phone Number (home): (Work): (7d#991- 7F/ /
4. If Applicable: Agent's name or responsible corporate official, address, phone number,
576 9
?-forsc shoe, N..-C. Z971?-Z
5. Location of work (MUST ATTACH MAP). County: PD L l?
Nearest Town or City: • a ke. L. u r e
Specific L•ocation'(Include'road numbers, landmarks, etc.);
a? 5R 11 ? Z Qrry C-

7K G All,-777 017 cY j ?l

r
o r ?BDD Al 7'?1e e- 1-7,V Q ? /i ec-
74
6. Name of Closest'Stream/River: _ r-'
2rr Cre k
7. River Basin: _(st7 ?ee. /11 ?e- 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES (J NO [
9. Have any Section 404pennits been previously'requested for use on this property? YES ( ] NO (LJ--
If ycs, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: D• Z / Cris
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled:
Drained:
Flooded:
Excavated:
Total Impacted- 6, 6 I
.
j 12. Description of proposed work (Attach PLANS-8 112" X 1 I drawings only,) '0 w.
?/ ll 3 qs S'?7e.?n oil ?/r7. Ga / ( see el
13. Purpose of proposed work; _ am e ca -T /Z
14. State reasons why the applicant bcves that this activity must be c 'cd ut in wetlands. Also, note measures
taken to minimiZe wedand impacts. ?17i ? p"o ?'Z i
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine.Fisheries Service
=??????affected Federally listed orproposed for listing endangered or threatened species or cridcal
by the proposed project. Have you done so? YES [ -T NO[
)
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preserv
propertie s in the ation Officer (SHpp) regarding the presence of historic
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, abd lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was perfornzcd by a consultant, include all data sheet§
delineation line. relevant to the placement of the
D. If a stormwater management plan is required for this project, attach copy. /
E. What is land use of surrounding property? ois, ?'o
F. If applicable, what is proposed method of sewage disnosao

EROSION CONTROL
DETAILS AND
?L.:• :!.
PECIFIIATIONS
Sts d # °;'"' D .-,;.ri tion
-Symbol
Pipe e{
245.03. Temporary Silt Ditch
::.:..
245.05 • ........................ Q'iSDD
Temporary Diversion
:..:.:. .............................
893.01 Temporary Silt Fence ?
ry NAT,--
890.05 Temporary Slope 'Drain with Earth Berm •-
245.01 Silt Basin Type A
245.02 • Silt Basin Type BG<?.L.?
892.04 Temporary Rock Silt Check Type-A .....
__--
95.10 .
:.
•: Temporary Rock Silt Check Type -B
•?
?• ?= • : • • . 892.01 . • - :_
Temporary Rock Sediment Dam Type-A ............
Temporary Rock Sediment Dam Type-B --
..897.01 Rock Pipe Inlet Protection Type-A - ® °
• ? • ? 89702 -Rock ' ?---
Pipe' Inlet Protection Type-B -.........
_•
"Rock Silt Screen
-
:245.04 ; Stilling Basin ...............•-------------•----------- ----•--
- •? Rock Inlet Protection: -
896.01 Type A ................................ A - OR - A?
ype B OR
.. 896.02 • ? T ------------------------------• B ? - -• E3
896.03 Type C .- - C?
------------- -•- -----------. -C- 9R
Ril, -R.-,F Cl 1?3---_A?
Ha If
ER.
12 March, 1992
//G 3
' . '. N. kINC LAU61 69 RD.
PaL? K C'OU Alr y
NORTH CAROLINA EPARTME\'T OF TRAM )POR T A T I ^,S
DIVISIDI? Cr HIGNM.4YS
SECOINDARY HAD .SURVEY
----------------------------------------------------------------------------------..
SUMECTSP. 1163
---- ------------------------------------------ 7-------------------------------------
Sc'. /!(03
LOCATIOh' BE?,n! X-5?<-,.Sz?iad o? Ste. /ilvZ AND SP. //!03 ;?U NOCrN ot4
FE 3600 ?s`.To ?.vD o? J???JE?. .
------------------------------------ ----------------------------------------------..
WORK TYPE c-p-AD-r-1 ,DEAI.,?, PGvF? to..rrpol-
44'ORK-UR[DER-----------------------------------------------------PRI?QRITYsuBD,V,s,od
?O.'78Zb7cf -zo3 1 --- ZF£' lDEgr,4L
----------- ------ ------------------------------?-----------------
COU?ITY oL k - -- --------- RIGA OF I4'AY
/7?
DATE 61,---11'74 -KALE
----------------------------------------------------------------------------------
6'
StiOUI DEll
1• FEB FT
• Off,
PAVEMENT
1
4" PER.F"r.-
'-?S}iOtA.. ot?lcr?..
NIq,
PER.
LOCAL. RESIDENTIAL ROAD
1
--
.--------------------------------------------------- -
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45'
RIGHT I OF WAY
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PIPE INSTALLATION
All pipe installed on the project will be installed using
the standard method.of pipe installation - Method "A",
Standard No. 300.018 of the NCDOT - "Roadway Standard
Drawings".
All pipes shall be laid in accordance with section 300 of
the North Carolina Department of Transportation "Standard
Specifications for Roads and Structures", January 1, 1990.
Pipes will be installed'in the dry wherever possible.
Pipes laid in streams large enough,to support trout will be
installed.six (6) inches below the stream bed to allow the
bottom of the pipe to silt over so that trout movement will
be over a natural stream bed.
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Silt Basin - 1
(S.B. 7)
Z? 19'
Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Z
Length of Disturbed Area =.300'

3
Silt Basin - 2
(S.B. 14)
Silt Basin - 3
(S.B. 21)
L-ength of Disturbed Area = 400' '
Silt Basin - 4
(S.B. 28)
,Basin Sizes based on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when basins are half full.
Typical Section
Shoving Proposed Work, & Erosion Control
Proposed
Slope
No grading to
be done on creek
side of e\sting Existing
roadway. Slope
Stream I I
1
Grade, Base, and Pave Proposed
Widening
(Cut Side)
Berm shall be constructed on shoulder and -,,,U be maintained throughout
construction. The roadway is to be sloped to the cut side where possible. If not
possible, water will be released thru dow-n slope pipe or stone Lned ditches.
11
TEMPORARY SYLT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation.. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected .
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS of USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside'the project limits.
DESIGN CIUT .:
Material With Wire Without Wire
Fabric Type 3 Class A ' Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
17 March, 1992

TEMPORARY SLOPE DRAIN WITH EARTH BERM: ?-- ?--
A temporary slope drain is a flexible tubing or pipe used to carry concentrated
runoff from the top to the bottom of a cut or fill slope without causing erosion
along the slope. An earth berm is an earth barrier designed to channel runoff into a
number of erasion control devices. A berm is usiually constructed with typical'on-
site material. T -sections and elbows at the inlets are used to intercept the
directional flow of the runoff, to protect the temporary slope drains from washouts.
AREAS of USE:
• At construction areas where storm water runoff above a_ cut or fill slope will
cause erosion if allowed to flow over a slope. .
DESIGN CRITERIA:
• Peak runoff from 10 year storm.
T section shall be used at inlet for multiple directional flow.
• Elbows shall be used at inlet for single directional flow.
Maximum Drainage Area Pipe Diameter
Per Pipe (acres) inches
0.50 12
0.75 15
. 00 18-
>1.00 As Designed
19 March, 1992
• SILT BASIN TYPE-$'
A silt basin type-13 is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporaryrock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock•silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
• Width -? variable
• Length -.2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
23 March, 1992

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PIPE OUTLET ENERGY DISIPATOR:
A pipe outlet energy disipator shall be used at pipe outlets to slow the water velocities when it
exits the pipe and flows out ditched or natural waterways. It is an apron of stone of a sufficient
thickness to protect the outlet area from scouring out and causing off-site sedimentation dam-
age. Pipe outlet energy disipators should be built according to the guideline chart shown on
page 52 of this manual.
AREAS of USE:
Outlets of pipes and culverts to prevent from scouring.
DESIGN CRITERIA:
• • In accordance with chart on page 52.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
MATERIALS:
• Filter Fabric shall meet requirements of section 1056 of Standard Specifications for
Roads and Structures, January 1, 1990, for type II filter fabric.
A
d?
Pipe Outlet to Fiat Area-
No Well-defined Channel
Iw
I,
Gravel U
Where:
L = length of apron (ft)
W = width of apron (ft)
D = thickness of stone (in)
S = class of stone
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Section 31111u?1
• AA
FilterFab
ric or
yer
1?I? III _ III_ Section AA

Filter Fabric or
Gravel Layer
46a .Tune, 1992
Pipe Outlet to Well-defined
Channel

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