19950158 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
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February 15, 1995
Polk County
DEM Project # 95158
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 1165, 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.
Sincerely,
""I' MA4
stop Howard, Jr.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
95158.1tr
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
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STATE OF NORTH CAROLINA 0 \ szs -
DEPARTMENT OF TPANSPORTATION
JAMES B. HUNT, JR.
GOVERNOR
DIVISION OF HIGHWAYS
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 1165, Laughter Road
Grading and Paving
Dear Mr. Lund,
q5)5S
K. SAMUEL HUNT I I I
SECRETARY

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 1165, Laughter Road in Polk County.
SR 1165 is a gravel road that we propose to clear, grub, pave,
and replace/extend pipes for a distance of 0.94 miles. Grading
will be moderate.
We are requesting permission to replace and extend pipes in live
streams noted on plans at survey stations 16+15, 27+75, 30+30,
and 43+15. 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.
By copy of this letter, we 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.
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.
Nov

Mr. Steve Lund
Page 2
February 1, 1995
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, NCWRC
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
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS - DIVISION OF ENVIRONMENTAL MANAGEMENT
DBPARTNIENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH

P.O. Box 1890 ,
AND NATURAL RESOURCES
Wilmington, NC 28402.1890 P.O. Box 29535
ATTN: CFSAW-CO-E Raleigh, NC 27626-0535
Telephone [phone] AITg: MR JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD 33E 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: /V C. L
2. Owners Address: !!O, /J o x 5 !89 /-/arse 5
ftce ? g7¢Z
3. Owners Phone Number (Home): (Work): _(74 ? S91 - 7 9
4. If Applicable: Agent's name or responsible corporate official, address, phone number;
/7Or Sc Sf'Io .>
A/. /. C, Ze 719-0 .
?•
5. Location of work (MUST ATTACH MAP). County: _ReZk
Nearest Town or City: • a ?c e L 4 r e,
Specific I:ocation'(Inciude road numbers, landmarks, etc,): 13e /-7 a 7G f idle ? q, A e 7
ok.-SR/ 1165- V- SRS !/61- C-0r7A'n4c or H7 :ors
r ?t7 e ?l7GY o 7? c
6. Name of Closest Stream/River: / /? , ?o G?Q In k f" Cr e e k
7. River Basin: C ?eer7 veer
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO [ y'
9. Have any Section 404 permits been previously requested for use on this property? YES [ J NO H
If ycs, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:_ 0. a Z
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: 0. 0
Drained:
Flooded:
Excavated:
Total Impacted: 0 . 0 1
s
12. Description of proposed work (Attach PLANS-8 112" X 11" drawings only): /7o i.? /c?e n 14 e
J'R Ile' 5 a S Sno w i7 m r7 ??/,?,`c a^ ('S'ce a 77a cpi
1'1r.?1s"
13. Purpose of proposed work;_ J-arn e- 'a S aL1ja ?e
14. State reasons why the applicant believes that this a?tivity rnustbe arried out in wetlands. Also, note measures
taken to minimize wetland impacts. c re c ,,ti e
S. ed7.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Midne,Fisheries Service
04MM) regarding the presence or any Federally listed orproposed for listing endangered or threatened speed or critical
habitat in the pftmit area, that may be affected by the proposed project. Have you done so? YES
NO [ )
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARIED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHOO) 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 SHFO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, afid lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was perforrrtdd 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 roject, attach co.
E. What is land use of surrounding property? 7, o ?s fps; e'4-7z'
i?uk-al
F. If applicable, what is proposed method of sewage disoosai?
M
EROSION CONTROL
DETAILS AND
???. ?,..:?• CIFICATIONS
Std: # D .s.ri tion Symbol
Pipe' -ob lei d isS'pGter - - -- - •o®
245.03._'. Temporary Silt Ditch
^-•-------------------------• 'r8D
245.05 ':: Temporary Diversion
TD
893.01 Temporary Silt Fence ag fAg- r, y
890.05 Temporary Slope 'Drain with Earth Berm
245.01 Silt Basin Type A AL
:245.02 Silt Basin Type B
892.04. Temporary Rock Silt Check Type-A
895.10 '.'Temporary Rock Silt Check Type-B -•.•-•----
: '892.01 Temporary Rock Sediment Dam Ty
?P
892.02 Temporary Rock Sediment Dam. Type-B --
°
897.01:` Rock Pipe Inlet Protection Type-A ® °
...........
. o
897.02 - Rock Pie Inlet Protection Type-B
.:.:' ._.........
::.894.01 Rock Silt Screen°
-
245.04 Stilling Basin ------------------------------------- ------- -
Rock Inlet Protection:
896.01 Type A ............................... A - OR - A?
896.02 Type B E]__OR B
896.03 Type -------------•---------• CFE11 --OR -- C?
-R I --r ,,?F
H ?4i f t\/1ocn
_D; r c LJ fj
CGc?C%
12 March, 1992

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF-HIGHWAYS
SECONDARY ROAD SURVEY.
-----------------------------------------------------------------
j5LIBJ ECT SR 1165 LAUGHTER RD.)
i--------------------------------------------------- -----------------------
II._OCATION BEGIN AT THE INTERSECTION OF SR1165 AND 5RH64. CONTINUE NORTH ON
SK1166 FOR 4935 FE. To THE END OF PROJECT.
.---------------- ------'--------=-----------------------------------------•
WORK TYPE GRADE I DRAIN , ABC, FAV E , F-ROSIOW CONTROL.
----------
WnRK ORDER PRIORITY
6.002079 - TEMP
8 F RURAL
--------------------------------------------------------------------------
COUNTY RIGHT OF WAY
PO LK 60
-------------------------------------------------------------------------
:DATE I SCALE
? = I0O
----------------------------------------------------------- --------
NOTES
------------------------------------------------------------------------j
i .

RIGHT, OF WAY
. .,

SIiOUlDEI1 PAVIMENT S 1OULEQ DITCH
1:1' 1/4" Plin.FT:-7?2

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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. 300.01B 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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(S.B. 7)
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Silt Basin - 2
(S.B. 14)
3
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Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
Length 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.
Silt Basin - 3
(S.B. 21)
` TEMPORARY SILT 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 CRPTERIA:
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 erosion control devices. A berm is usually 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
•1.00 18-
>1.00 As Designed
19 March, 1992
SILT BASIN TYPE B'
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 temporary rock 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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28 March, 1992
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 sh6wn 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 1.056 of Standard Specifications for
Roads and Structures, January 1, 1990, for type H filter fabric.
Pipe Outlet to Fiat Area-
No Well-defined Channel
A
do w
L- -
Plan
. L?
t
Filter Fa
Gravel
Where:
L = length of apron (ft)
W = width of apron (ft)
D = thickness of stone (in)
S = class of stone
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layer
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Filter Fabric or
Gravel Layer
June, 1992
Pipe Outlet to Well-defined
Channel
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