HomeMy WebLinkAbout19960459 Ver 1_Complete File_19960509State 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
A& *
AM Oki
I D FE F1
May 16, 1996
Jackson County
DEM Project # 960459
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. C.R. Styles
N.C. Dept. of Transportation
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval to place fill material in 0.02 acres of wetlands or waters for the purpose of
constructing roadway improvements at SR 1107, as you described in your application dated 3 May 1996.
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3026. This certification allows you to use Nationwide Permit Number 3 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. Applicant is
reminded to use High Quality Waters Sediment and Erosion Control measures for this project. 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.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
Rto4noi;ar, Jr. -
960459.1tr
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
I T
401 ISSUED
960459.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Jackson County
SR 1107
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
May 3, 1996
GARLAND B. GARRETT JR.
SECRETARY
The North Carolina Department of Transportation is proposing to grade, drain, base, and
pave primarily along the existing roadway of SR 1107, Whiteside Cove Road in Jackson
County. In order to construct this project in accordance with our current secondary road
standards, and due to the proximity of trout streams (Norton Mill Creek, Green Creek and their
tributaries, DEM Class C+ Trout), and extension of two (2) pipe culverts and the replacement
of two (2) pipe culverts, we are requesting authorization under Section 404 of the Clean Water
Act. This permit request is in addition to the request dated October 11, 1994 for SR 1107.
I am sending a straight line diagram with our proposed erosion control construction
limits at various sites along the project. In addition, a typical section of the road, cross
sections, drawings for each pipe culvert extensions and replacements, general notes and
standards on erosion control measures, and a marked county map are enclosed. We propose to
replace 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.
men
t 7
•
Mr. Bob Johnson
Page 2
May 3, 1996
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.
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, (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. Sty es, E.
District E weer
CRS/wmt
cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, 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
Ms. Erin Bronk, Highlands District Ranger, USFS
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit ft 03
JOINT FORM FOR
Nationwide permits that required notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P. O. Box 1890
Wilmington, NC 28402-1890
ATTN.: CESAW-CO-E
Telephone (919) 252-4511
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENTAL,HEALTH,
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
ATTN: Mr. John Dorney
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 NC DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: North Carolina Dgpartment 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:
C R Styles
5. Location of work (MUST ATTACH MAP). County: Jackson
Nearest Town or City: Cashiers
Specific Location (Include road numbers, landmarks, etc.): SR 1107 - Whiteside Cove Road
6. Name of Closest Stream/River: Chattooga River
7. River Basin: Savannah River
8. Is this project located in watershed classified as Trout, SA HQW, ORW, WSI, or WS II? YES [ X ] NO [ ]
9. Have any Section 404 permits been previously requested for use on this property? YES [X ] NO [ ]
If yes, explain. For previous ape replacements on SR 1107, Permit dated October 11, 1994.
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: .02 Ac
Drained:
Flooded:
Excavated:
Total Impacted: .02 Ac
12. Description of proposed work (Attach PLANS- 8 1/2" X 11" drawings only): To widen and ave
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. See Attachments
15. You are required to contact the U. S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES [ X ] NO [ ]
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 [ 1 NO [X 1
RESPONSES FROM THE SHOP 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 stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property ? Woodland - Residential
F. If applicable, what is proposed method of sewage disposal?
e-? S 3 Zt?e
Owner's Signature D
P,nA Q NAME WHITESIDE COVE
i
S.R. 1107
t
W. 0. (;.gG213q
FRO iii S R 1109 101800 TO MACON CO. LINE
ADDITION
IMPROVEMENT
TO BE PAVED
P POLES TO BE MOVED
T. POLES TO BE MOVED
01-v W l DTH
SCALE
DAT_.
REVISED 2-7-94
3Ev I SEo g •18-q b
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R
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
245.03
245.05
8931.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
897.02
894.01
245.04
896.01
896.02
896.03
Temporary Silt Ditch .,,__,,,,,, -T SD
Temporary Diversion ....................... TD
Temporary Silt Fence
....................
Hi. ff-
Temporary Slope Drain with Earth Berm -......
Silt Basin Type A ................................. -0
Silt Basin Type B ................... _______________
Temporary Rock Silt Check Type-A
Temporary Rock Silt Check Type-13 -,____,__,
Temporary Rock Sediment Dam Type-A ............
Temporary Rock Sediment Dam Type-B ,„
Rock Pipe Inlet Protection Type-A
. ----------- a
Rock Pipe Inlet Protection Type-B, .... ;.......
Rock Silt Screen
Stilling Basin
........................................
Rock Inlet Protection:
Type A ...........................•••• A a.. OR Type B
......... ...................... B E1.7 OR B))
Type C ......... •••••••••-•......... ., 'C Q•• OR •• C))
12
March, 1992
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EROSION- CONTROL"-
DETAILS-AND
SPECIFICATIONS
C.
Std. #
245.03 Description
Temporar'Slit Ditch ........... .......... S col.
.......„- JW
245.05 Temporary Diversion ---------------------- ------- TD
893.01 Temporary Slit Fence .......... -..........
-
..
890.05 Temporary Slope Drain with Earth Berm ?-- ..........
Silt Basin Type A
........................
.........
245.02 Silt Basin Type B
892.04 Temporary Rock Silt Check Type-A ..........
w
895.10 Temporary Rock Silt Check Type-B •----.-,.---.?
892.01 Temporary Rock Sediment Dam Type-A ..... -......
892.02 Temporary Rock Sediment Dam T ype-B ---
897.01 Rock Pipe Inlet Protection Type-A
897.02 Rock Pipe Inlet Protection Type-B, .........
894.01 Rock Silt Screen --
245.04 Stilling . Basin
Rock Inlet Protection: LEJ
896.01 Type A ............................... A ? -. OR -' A
896.02 Type B .................. ......:..... B 0--.OR -- B
896.03 Type C ...:........................... C .. OR -- C
12 March, 1992
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TENTORARY 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 no 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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TEMPORARY ROCK SILT CHECK TYPE-B:
-- r
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 CRrraaA:
• 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.fL
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27 March, 1992
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• . ROCK: PIPE LDI PgOTECnorq TYPE B:
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 strictures by impounding
the sediment laden water before it enters the pipe to trap sediment 'I'bis 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 incises in diameter where it receives flow
from several directions.
• In low flow areas where right of way is limited.
DESIGN
• Structural stone - class A
• Erosion control stone - # 5 or # 57 stone.
• Dam height - IS ft minimum.
35
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36 Mar 1,1992
Roca SILT SCREEN:
A rock silt screen is a low-level dam structure to be used in streams'beiow 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 & minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
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37 March, 1992
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