19950001 Ver 1_Complete File_19950106

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
APPROVAL of 401 Water Quality Certification
Mr. Trent Anderson
NC DOT
P.O. Box 1151
Andrews, N.C. 28901
Dear Mr. Anderson:
A171FA
44
[D EHNR
January 6, 1995
Macon County
DEM Project # 95001
FILE COPY
You have our approval to place fill material in 0.083 acres of wetlands or waters for the purpose
of road maintenance at SR 1396, Ray Creek Road, as you described in your application dated
27 December 1994. 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 fora 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
Sincerely,
Pe stop ar IT P. E.
95001.1tr
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
P

STATE OF NORTH CAROLINA
DEPARTMENT OF TPANSPORTATION
JAMES B. HUNT. )R
GOVERNOR
gMACON COUNTY
SR 1396
DIVISION OF HIGHWAYS
Andrews, N. C. 28901
Haber 2T, 1994
Mr. Bob Johnson
U.S. Army Corps of Engineers
Reg. Field Oiifce
Rm. 75, Grove Arcade Buildinj
37 Battery Paris Avenue
AshevNe, N. C. 28801-2714
Dear Mr. Johnson:
' ? Crt I
3 1995
v
R. SAMUEL HUNT Ill
SECRETARY

The North Carolina Department of Transportation (NCDOT) is proposing to
grade, drain, base, and pave Sit 1396, Ray Creole Road, primarily along the
existing roadway. In order-to sorstrust this project In aeeordance with our
current secondary road standards and due to the pray of a trout stream
(Ray Branch and tributaries, DEN-Class C - Trout Water) and replacement of pipe
culverts, we are requesting auhm under Section 404 of the Clean Water
Act.
i am sending a location map, dr@W-lhe diagram, plan-protite sheets,
erosion control plans and detaf, and a U.&G.& map Indicating project area and
location of proposed pipe culverts along On road. We propose to install the new
culverts slightly below the existing streambed elevations where bedrock is not
encountered to minimize impacts to wig habitat and also the existing stream
gradients to remain as unchanged as Is physically possible.
The best management practices will be used to minimize and control
erosion and sedimentation on this project. The construction fireman will review
all erosion control measures daily to ensure erosion and sedimentation are
being effectively controlled. N the piaawai devices are not functioning as
intended, they will Immediately be replaced with better devices. The rock sit
screens and other erosion control devioes will be In place prior to pipe culvert
construction and will remain In place m the project is stabilized.
1*
®p

Of
By copy of this letter t am askind Or. David Yaw, North Carolina Wildlife
Resources Commission District 9 Environ tai C wrdnator, to comment
directly to you concerning the 404 NMmrwd+e Permll Request.
A request will be made on for a temporary encroachment in
the Trout Stream Buffer Zone of Rey r and tributaries and I am asking Mr.
Yew and Mr. Ed Ingle, Area Roadie Environmental Enghteer (NCDOT) to
comment directly to me concerning a Trout Stream Buffer Zone
Encroachment.
Also, by copy of this letter, I acn ring authorization to proceed
under Section 401 of the Clean Water Act from the Division of Environmental
Management.
We would like to begin as seen as possible. 9 further
information Is required, please call me at [phone]. Your early review
and consideration will be grey apprec ed•
SiRCee?',
W. Trent Andersen
COY Maintenance Engineer
WTA/rr
Attachments
cc: Mr. Richard Phillips, P. E., Rend Engineer (DEHNR)
Mr. F. Dan Martin, P. E., Dkt*m Endineer
Mr. Ed L Ingle, Area Roadside Environmental Engineer
Mr. Eric Gafamb, Water Qudfty Certention URN (DEN)
Mr. David Vow, District 9 . nme Coordinator (NCWRC)
j DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit *): Z (o
JOINT FORM F
Nationwide permits that require n tion to the Corps of Engineers
Nationwide permits that require aiiitaeti for won 411 certification
WILMINGTON DISTRICT ENGINEER WATER QUALM PLAN"M
CORPS OF ENGINEERS 1 IVI$IflF ENVIOtONIANNTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEL%AI.NT O aNN FINT, HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmingtoet, NC 28402-1890 P.O. lm M35
ATTN: CESAW-CO-E W~, 111 276264533
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APKXA =$6 SWr TO THE CORPS OF ENGINEERS:
SEVEN (7) COPIES SHOULD BE SENT TO Tim N.C. (V ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name 0 C •..? C©t (O + net., tJe?-me a ?TC'a n 5?i?
2. owners Address: P SOY- 1 S51 Qndirgw-z. tC. Z&9o 1
3. Owners Phone Number (Home): (weat): (-704) 3 2-1- 4 10 5
4. If Applicable: Agent's name or responsible aor e ' a +as, O&ke amobw.
W . -r rend kn .et?an,
5. Location of work (MUST ATTACH MAP). County: a cztN,
Nearest Town or City: V:: nk V%Vx-- 1?iOt e.er ek.1 n0.,.
Specific Location (Include road numbers, hgdrnarks, etc.): f R t 39 Q o Cceek Oac?
6. Name of Closest Stream/River: RQ at-Or< k-
7. River Basin: L;1-11e- ?enncSSe? 9,veC gdSir%-.
8. Is this project located in a watershed clash al , NQW, O NW, WS I, or WS II? YES NL NO [ ]
9. Have any Section 404 permits been previously reque d liar ttae on Ot qty? YES [ ] NO W-
If yes, explain.
10. Estimated total number of acres of waters at &e U.S, bwhWft wedsook beated on project site:
11. Number of acres of waters of the U.S., incitift w , inV&tftd by the pmpond project:
Filled: O, 0-75 AG. Wei_1ctnJs 0. Do78 Ac.. Cvl-ert%
Flooded:
Excavated:
Total InTacted: O • ?$ 3 Ac.ceS
ol
SR 125 91o

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Buf f er Zone Encroachment #1
S.R. 1396 (Ray Creek Rd.)
Macon County, N.C.
Scale: 1"=100'

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S.R. 1396 (Ray Creek Rd.)
Macon County, N.C.
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Existing Road ......................
Railroad ...........................
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Controf of :\cc??ss Li,:0:.......... .... A
Slope Stake Line .................... ---t=---
Bridge .............................
Culver ............................ ????•aC•?? -....._.-...--
oods .............................
Telephone or TOl,:gra[)h 1`01C ......... .l:.rt}?+. -+? , •??u?l? •U• !
Tower Pole and Line .................
Power Pole ......................... ap:? t:?•. ? ?tt'f{c1?• ? !
Easement- Line ......................
Mt)iv t i1 a Limit ....................... '`?..._--?-'"'.?-?--?- • ?.,\
Guard Rail .........................
Sanitary Se%,'er Ltne ................. --
Water Line ......................... Gas Line ....- ............ . ........ • f.?.e.???????:u t•.xts
Chain Link Fence ........ • ....... ' . .
Woven Wire Fence .................. -•0------et?-
a •ratioll .................. t - ?--?
Reforestation .......................
Tempor;irv Silt Ditch .............. .
'T'emporary' Silt Fence ................
Temporary Slope Drain ..............
Brush Barri(n ........................
Silt Check Dam Type A ...............
Silt Check Dam Type B ................
Silt Basin 'I`ype .................... ?
S it c Basin T ,,p e f3 ..........
Rock Si:t Check Dam ................. .
zt ll? (3c! m
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TEMPORARY SILT DITCH:
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock aliment dams, temporary rock silt checks and/or
other sedimentation control measures. Temporary silt ditches are approximately 1
ft. deep, 2:1 side slopes with an optional earth berm
AREAS OF USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
- TSD

VI 2 March, 1993

4
13
VI-3 March, 1993
s `

AS
TEwoRARY 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 III 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
Fabric
Steel posts length
Post spacing
With Wife Without Wire
Type 3 Class A Type 3 Class B
5 ft 5 ft.
10 ft. 6 ft. maximum
VI-6 March, 1993

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A
SILT BASIN TYPE-B:
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)
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VI-13 March, 1993
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TEMPORARY RocK SILT CHECK Ty-B:
)OP.

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 louver 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 PIPE INLET PROTECTION:

A rock pipe inlet protection is a horseshoe shaped structure with a built-in
sediment storage area around the outside perimeter of the structure. The rock pipe
inlet protection shall be used at pipe inlets no larger than 24 inches in diameter
where it is receiving flow from several directions. The rock pipe inlet protection
utilizes class-B stone lined with #5 or #57 stone to protect drainage pipe structures
by trapping sediment before it enters. They have a sediment storage pit which is
designed by the same procedures as a silt basin. This device can also be used
around the inlet of temporary slope drains where space is limited at the outlet end
of the slope drain such that a basin or other device can not be used.
AREAS OF USE:
• At inlets to pipes no larger than 24 inches in diameter where it receives flow
from several directions.
• In areas where it can be cleaned and maintained on a regular basis.
DESIGN CRITERIA:
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• Structural stone - class-B stone
• Sediment control stone - #5 or #57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
VI-22
March, 1993

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VI-23
March, 1993

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RocK SELT SCREEN:
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. mininn and 3 ft maximum ( shall not be higher than
1 ft. above normal flow of stream)

VI-24 Match, 1993
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VI-25 March, 1993

4 !
PIPE OUTLET ENERGY DIssiPATOR: 00
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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 CRI'T'ERIA:
• In accordance with chart on gage VIN-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.
Al

VI-34 March, 1993
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VI-35 March, 1993