19950172 Ver 1_Complete File_19950215

State of North Carolina
Department of Environment,
Health and Natural Resources • •
Division of Environmental Management
James B, Hunt, Jr., Governor ®G H N F1
Jonathan B. Howes, , Secretary
A. Preston Howard, Jr., RE., Director
February 21, 1995
Macon County
DEM Project # 95172
APPROVAL of 401 Water Quality Certification
Mr. Trent Anderson
NC DOT
P.O. Box 1551 fill FILE C013y
Andrews, N.C. 28901
Dear Mr. Anderson:
You have our approval to place fill material in 0.012 acres of wetlands or waters for the purpose
of road maintenance at SR 1392, Upper Burningtown Road, as you described in your application dated
7 February 1995. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 2671. This certification allows you to use Nationwide
Permit Number 26 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,
tV estoV E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
95172.1tr
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
' I swr, 1 5 ! L o?
401 ISSUED
LV
STATE OF NORTH CAROLINA
DEPARTMENT OF TkANSPORTATION
DAMES B. HUNT. JR. DIVISION OF HIGHWAYS
GOvLRNOR
P. O. Box 1551
Andrews, N. C. 28901
February 7, 1995
MACON COUNTY
SR 1392
Mr. Bob Johnson
US Army Corps of Engineers
Reg. Field Office
Rm. 75, Grove Arcade Building
37 Battery Park Avenue
Asheville, N. C. 28801-2714
Dear Mr. Johnson:
R. SAMUEL HUNT I I I
SECRETARY
R 3

The North Carolina Department of Transportation (NCDOT) is proposing to
grade, drain base, and pave SR 1392, Upper Burningtown Road, primarily along the
existing roadway. In order to construct this project in accordance with our current
secondary road standards and due to the proximity of a trout stream (Burningtown
Creek and tributaries, DEM Class B - Trout Water) and replacement of pipe culverts,
we are requesting authorization under Section 404 of the Clean Water Act.
I am sending a location map, straight-line diagram, plan-profile sheets, erosion
control plans and details, and a U.S.G.S. map indicating project area and location of
proposed pipe culverts along the road. We propose to install the new culverts slightly
below the existing streambed elevations where bedrock is not encountered to minimize
impacts to wildlife habitat and allow the existing stream gradients to remain as
unchanged as is physically possibly.
s
Mr. Bob Johnson
Page 2
February 7, 1995
The best management practices will be used to minimize and control erosion
and sedimentation on this project. The construction foreman will review all erosion
control measures daily to ensure erosion and sedimentation are being effectively
controlled. If the planned devices are not functioning as intended, they will
immediately be replaced with better devices. The rock silt screens and other erosion
control devices will be in place prior to pipe culvert construction and will remain in
place until the project is stabilized.
By copy of this letter I am asking Mr. David Yow, North Carolina Wildlife
Resources Commission District 9 Environmental Coordinator, to comment directly to
you concerning the 404 Nationwide Permit Request.
A request will be made on this project for a temporary encroachment in the
Trout Stream Buffer Zone of Burningtown Creek and tributaries and I am asking Mr.
Yow and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT) to comment
directly to me concerning the Trout Stream Buffer Zone Encroachment.
Also, by copy of this letter, I am requesting authorization to proceed under
Section 401 of the Clean Water Act from the Division of Environmental Management.
We would like to begin construction as soon as possible. If further infonnation
is required, please call me at [phone]. Your early review and consideration will
be greatly appreciated.
Sincerely
W. Trent Anderson
County Maintenance Engineer
W T.-?/rr
Attachments
cc: N1r. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, P. E., Division Engineer
ti-Ir. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District 9 Environmental Coordinator, NCWRC

• DEM ID: - ACTOR
Nationwide Permit Requested (Provide Nationwide Perrnit f
jow n"
Nationwide permits that refire'
-A- low
Nationwide permits that req a cation
WILMINGTON DISTRICT ENGINEi!t WATM x +? "
CORPS OF ENGINEERS DIVISIt I OFD tifIAL KANACEMENT
DEPARTMENT OF THE ARMY NC 1 , IWALTH,
P.O. Box 1890 AND
Wilmington, NC 28402-1890 P.U.
AM: CESAW-CO-E
Telephone [phone]TZT:
ONE (l) COPY OF THIS COMPLETED APPLICATION 0%,b . TO lit +ErOtl3rS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. 6 I1? ? +IENTAL MANAGEMENT.
PLEASE PRINT. 1
1. Owners Name: f^ r0 t2 f1S (' l0 R.
2. Owners Address:
-A k
SS i . AJt#x%o&
3. Owners Phone Number (Home):321- 410
4. If Applicable: Agent's name or responsible corporate , 9*60s ; Own lit:
?f
??..rNi.LYiC .?rrrirrr O.Y +i¦ry?r r
rrr?i.¦?+¦r?+rt nMl.i114ir.Wiwr?+.rr+¦.I
5. Location of work (MUST ATTACH MAP). Cook: „MOLL-tM-.N-
Neamst Town or City: 1"- ran K 1 1 h
Specific Location (Include road number;,-landmarks, etc ):t11 1 q?
6. Name of Closest StreardRiver.

7. River Basin: L 1 A.-•1 e --re nne 2, s.
mw. mw wS YES
. W I. or 1Q? 64 NO [ ]
8. Is this project located in a watershed classified W(5; mil,
9. Have any Section 404 permits been Previously req W$W (br V"en ft104P ty? YES [ ] NO N
If yes, explain. .,.;,?.¦...¦ ..._...W?F».....
l0. Estimated total number of acres of waters of the U.S., i kWWd ott PDje4t Site:
11. Number of acres of wown of the U.S., bwhxftg wetmik jwVW ` ?1@?J
Fillet: O.00 I C1uh,? i Cla,•?t ?.a . ? ? ? ?` ?+!«? ,?,?? ??S

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371 YOUNCE CREEK RD.
FRANKLIN, N.C. 28734
(2)

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1345 BRYSON CITY RD.
FRANKLIN, N.C. 28734
(1)
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C/O DANA SANDERS 218 UPPER BURNINGTOWN RD.
Pct BOX 423 I FRANKLIN, N.C. 28734
FRANKLIN, N.C. 28734 (3)
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ALPHARETTA, GA. 30202
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518 PARK AVE.
LAKE PARK, FL. 33403
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P.O. BOX 1672
FRANKLIN, N.C. 28734
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183 UPPER BURNINCTOWN RD.
FRANKLIN, N.C. 28734
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172 BURNINGTOWN RD.
FRANKLIN, N.C. 28734
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P.O. BOX 1672
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167 UPPER BURNINCTOWN RD.
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149 UPPER BURNINGTOWN RD.
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203 VALLEY DALE DR.
GASTONIA, N.C. 28052
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2001 N. HARDING ST.
ALBANY, GA. 31701
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114 UPPER BURNINGTONN RD.
FRANKLIN, N.C. 28734
(18)
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88 UPPER BURNINGTOWN RD.
FRANKLIN, N.C. 28734
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80 UPPER BURNINGTOWN RD.
FRANKLIN, N.C. 28734
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82 UPPER BURNINGTOWN RD.
FRANKLIN, N.C. 28734
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P.O. BOX 102
BABSON PARK, FL. 33827
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BEGIN BUFFER Macon County, N.C.
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56 UPPER BURNINGTOfiN RD.
FRANKLIN, N.C. 28734
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Symbol

245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
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Temporary Silt Ditch „ ............................ TSD V1_2
Temporary Diversion VI - 4
Temporary Silt Fence _ VI - 6
...................... --------
Temporary Slope Drain with Earth Berm
T
A
.•••.....
? ?
ype
Sift Basin
.................................
-0 VI -10
Silt Basin Type B ................................... ........ ___ VI -12
Temporary Rock Silt Check Type-A ........ .. ------ .---- VI -14
Temporary Rock Silt Check Type-B ... . .. . .... ' ____________ VI -16
Temporary Rock Sediment Dam Type-A . ........... ___ VI -18
Temporary Rock Sediment Dam Type-B _ _. U VI - 20
Rock Pipe Inlet Protection
• U --- VI - 22
Rock Silt Screen .........................................
A _
- - -----
VI - 24
Stilling Basin ........................................ ........... .. ® ----- VI - 26
Rock Inlet Protection:
Type A ............................... A LLJJ . OR " A) ----- VI - 30
Type B ............................... B 13.. OR • B) ----- VI - 32
Type C ............................... C 11 -- OR C ) ---- VI 34
VI-1

March, 1993

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 CRITERIA:
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

VI-6 March, 1993
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1: 4- +-
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
per Pipe (acres)
0.50
0.75
1.00
>1.00
Pipe Diameter
(inches)
12
15
18
As Designed
VI-8 March, 1993

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SILT BASIN TYPE-B:
wl,ell
A silt basin type-B 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)
VI-12 . March, 1993

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TEMPORARY ROCK SILT CHECK TYPE-B:

A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN CRITERIA:
• Center of rock silt check shall be at least 1 foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) = (3 / % of ditch grade) X 100 ft.
VI-16 March, 1993

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ROCK SILT SCREEN:
E'
A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
• Structural stone - class B stone
• Sediment control stone - # 5 or # 57 stone
• Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
VI-24 March, 1993

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PIPE OUTLET ENERGY DISSIPATOR:
••i
A pipe outlet energy dissipator 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 damage. Pipe outlet energy dissipators
should be built according to the guideline chart shown on page VIII-3 of this
manual.
AREAS OF USE:
• Outlets of pipes and culverts to prevent scouring.
DESIGN CRITERIA:
• In accordance with chart on page VIII-3.
• 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.

VI-34 March, 1993

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