HomeMy WebLinkAbout19960110 Ver 1_Complete File_19960207State of North Carolina
Department of Environment,
Health and Natural Resources •
Division of Environmental Management A&4
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
E H N F?
A. Preston Howard, Jr., P.E., Director
Februaru 9, 1996
Jackson County
DEM Project # 960110
APPROVAL of 401 Water Quality Certification
Mr. C. R. Styles
N.C. DOT
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose of
upgrading SR 1492, as you described in your application dated 5 February 1996 . 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 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 Environmental Management under Section
401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-
1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
vlk?k*T
Howard, r. P.E.
960110.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NO 27607 Telephone 919-733-1786 FAX * 733-9959
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
r
JAMES B. HUNT JR.
GOVERNOR
Jackson County
SR 1492
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson,
DIVISION OF HIGHWAYS
Bryson City, NC 28713
January 29,1996
'ALEVEIVED
F EB 0 5 19961
ENVIRONMENTAL SCIENCES
GARtAND B. GAP= JR-
SECRETARY
The North Carolina Department of Transportation is proposing to grade, drain, base and
pave primarily along the existing roadway of SR 1492, Blake Branch Road in Jackson County.
In order to construct this project in accordance with our current secondary road standards, and due
to the proposed pipe extensions and replacement of pipe culverts along two unnamed tributaries of
Blake Branch (DEM Class C), we are requesting authorization under Section 404 of the Clean
Water Act.
I am sending a straight line diagram with our proposed erosion control construction limits
at various sites along the project. In addition a drawing for each pipe culvert extension and
replacement, general notes and standards on erosion control measures, and a marked county map
are enclosed. We propose to install the new culverts along the existing streambed elevation where
bedrock is not encountered to minimize impact to wildlife habitat and allow the existing gradients
to remain as unchanged as physically possible.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control measures daily to
ensure sedimentation and erosion are being effectively controlled. If the planned devices are not
functioning as intended, they will immediately be replaced with better devices. The rock silt screen
will be in place prior to pipe construction and will remain in place until the project is stabilized.
By copy of this letter I am asking Mr. David Yow, North Carolina Resources
Commission, District Fisheries Biologist to comment directly to you concerning the 404
Nationwide permit request.
M;
Mr. Bob Johnson
Page 2
January 29, 1996
Also by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clean Water Act from Division of Environmental Management. In addition, I am asking
Mr. Yow, Mr. Ed Ingle, Area Roadside Environmental Engineer, (NC DOT) and
Mr. Richard Phillips.. (DEHNR?to comment directly to me concerning this permit request.
We would like to begin construction as soon as possible. If further information is required,
please advise. Your early review and consideration will be appreciated.
Yours truly,
C. R. Styl E.
District Engineer
CRS/wmt
cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Marlin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District Fisheries Biologist, NCWRC
.
DEM ID: 96n 1 1 ACTION 1D:
Nationwide Permit Requested (Provide Nationwide Permit #): 26
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 MANAG NT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENri - .....
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402-1890 P.O. Box 29535
, FED 199.ATTN: CESAW-CO-E RaleighNC 27626-0535 ° ..w
Telephone (919) 251-4511 ATTN: MR. JOHN DORNEY ?NV!(2oUENTAL SCIENCES
Telephone (919) 733-5083 .. -
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE 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: North Carolina Department of Transportation
2. Owners Address: P- O. Box 250, Bryson City, NC 28713
3. Owners Phone Number (Home): (Work): (704)'488-2131
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
Co R. Styles, P. E.
-5. Location of work (MUST ATTACH MAP). County: Jackson
Nearest Town or City: Webster
Specific Location'(Include road numbers, landmarks, etc.): SR 1492, Blake Branch Road.
6. Name of Closest Stream/River. Blake Branch
7. River Basin: Little Tennessee River
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS H? YES [ ] NO [x]
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:
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: .01
Drained:
Flooded:
Excavated:
Total Impacted:
y
---12. -Description of proposed work (Attach PLANS-8 M2" X 11" drawings only): --_To widen and
pave -SR 1492
13. Purpose of proposed work: Same -"
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts:
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine.Fisheries Service
(NUTS) regarding the presence or any Federally listed orproposed for listing endangered orthreatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES [XI NO [ J
with application
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 [ ] NO [x ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. with application.
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 stotmwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? Rural Woodland - Residential
F. If applicable, what is proposed method of sewage disposal?
Owner's Signat
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DETAILS AND.'--'
SPECIFICATIONS
Std # D .a ri to i= Symbol
245.03 Temporary Slit Ditch
...• .............»........... . -T=
245.05 Temporary Diversion
0..........N_............... To
893.01 Temporary Silt Fence
890.05 Temporary Slope' Drain with Earth Berm +-
245.01 Silt Basin Type A
245.02 Slit Basin Type B .?}?.
892.04 Temporary Rock Slit Check Type-A
895.10 Temporary Rock Slit Check Type-B
892.01 Temporary Rock 'Sediment Dam Type-A
892.02 Temporary Rock'Sediment Dam 'Type-8 .•-
897.01 Rock Pipe. Inlet Protection Type-A
897.02 Rock Pipe inlet Protection Type-8 .
894.01 Rock Slit Screen
............N .............................
245.44 Stilling Basin -.
Rock Inlet Protection:
896.01 Type A .: -.
896.02 Type B B
.. ..............:.....::...:..:. [Q = OR
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896.03 Type C '
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12 March, 1992..
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Silt Check Dam Zlype•B .. • . • e • • o • 0.0
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PROJECT
OWNER OF POLE LINE NA!?_T?O_?
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STATION rocs PsiNr ROAO
11 NUMNICR LT. RT.
POLE DATA NPN 61-03447
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COUNTY -------?'-----?'!---? °?--=-------------- Sheet----- Of___
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COST. FROM C=NT[R GIST. CLNTZR PROJCOT
PROJecr Arm" MOVING
LT. RT. LT. RT. REMARKS
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PROJECT''--------------------------- COUNTY ------------------------------------ Sheet_---- of?.
OWNER OF POLE LINE -_- -----------------------
DIST. PROM CrmT[R. DIsT. PROM cxm= 11 DIST. CZNTXR PROJECT
STATION POt= PR[i[NT ROAD PROJX APTtR MOvINO REINARKS
Numsm LT. RT. LT. RT. LT. RT.
to II 7-r ? I I I i2 ' 11 1 i a ' II 4--
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
17 March, 1992
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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 CRrrERIA:
• 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.
27 March, 1992
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A rock pipe inlet protection type-B is a. small horseshoe shaped structure. The
type-B rock pipe inlet protection. shall be used at pipe inlets which are 24 inches
and less in diameter where there is insufficient space for a type-A rock pipe inlet .
protection with storage area The type-B rock pipe inlet protection utilizes class A
stone lined with #5 or #57 stone to protect drainage pipe structures by impounding
the sediment laden water before it enters the pipe to trap sediment. This device can
also be used around the inlet of temporary slope drains where space is limited at
the outlet end of 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 low flow areas where right of way is limited.
DESIGN CRITERIA:
• Structural stone - class A
• Erosion control stone - # 5 or # 57 stone.
• Dam height - 1.5 ft. minimum.
35 March, 1992
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ROCK SILT SCREEN:.'
'- 'A rock silt screen is slow-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 CRrMRIA:
• Structural stone - class B stone -
• Sediment control stone - # S or # 57 stone
• Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 & above normal flow of stream)
37 March, b92
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