HomeMy WebLinkAbout19970629 Ver 1_Complete File_19970714?bz9
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Haywood County
SR 1316
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
GARLAND B. GARRETT J R.
SECRETARY
P. O. Box 250
Bryson City, NC 28713
July 3, 1997
jR0?''FtiT ?.99J
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1316, Left Fork Hemphill Road, in
Haywood County. In order to construct this project in accordance with our current secondary
road standards, and due to the replacement of six (6) pipe culverts in several unnamed
tributaries of Hemphill Creek (DEM Class C-TR) we are requesting authorization under Section
404 of the Clean Water Act.
I am sending a straight-line diagram with our proposed erosion control and
construction limits at various sites along this project. In addition, a typical section of the road,
cross sections, drawings for the pipe replacements, general notes and standards on erosion
control measures, and a marked county map are enclosed. We propose to replace the new
culverts slightly below 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 controls are being effectively controlled. If the planned
devices are not functioning as intended, they will immediately be replaced with better devices.
The silt fences and other erosion control devices 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. Mark Davis, Habitat Coordinator Western
Mountain District, of the NCWRC to comment directly to you concerning the 404 Nationwide
permit request.
G)
Mr. Bob Johnson
Page 2
July 3, 1997
Also by copy of this letter, I am requesting authorization to proceed under Section 401
of the Clear Water Act from Division of Environmental Management. In addition, I am asking
Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard
Phillips (DEHNR), to commend 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. Styles, P. E.
District Engineer
CRS:sd
atta.
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. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #:): 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) 2524511
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 Dorsey
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 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:
C. R. Styles, P. E., District Engineer
5. Location of work (MUST ATTACH MAP). County: Haywood
Nearest Town or City: Maggie Valley
Specific Location (Include road numbers, landmarks, etc): SR 1316 - Left Fork Hemphill
6. Name of Closest Stream/River: Hemphill Creek
7. River Basin: French Broad River Basin
8. Is this project located in watershed classified as rou SA HQW, ORW, WSI, or WSII? Yes [XI No [ ]
9. Have any Section 404 permits been previously requested for use on this property? Yes [ ] No [ X]
If yes, explain:
10. Estimate 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 Ac.
Drained:
Flooded:
Excavated:
Total Impacted: .01 Ac.
12. Description of proposed work (Attach PLANS-81/2" x 11" drawings only): To pave and widen SR 1316 to meet
current North Carolina Department of Transportation standards.
13. Purpose of Proposed work: Same
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measure taken to
minimize wetland impacts. See Attachments
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or Nation 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( ] NO [ X ]
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 a copy.
E. What is land use of surrounding property? Rural Woodland - Residential
F. If applicable, what is proposed method of sewage disposal?
C. R. T- ? P F/, 06-17-97
Owner's Signa re Date
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Refot-es?.1C1A11 • .............•....., • . . ? .
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. Temporary Silt: Fence ................. ; -?'
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Brush B irrinr y-' ?'?`
Silt Checl< Dam 1'yj)e A•.•:... • .......:.'
SiltCheclcDam lype•L..'.•••••••.••••
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Silc13 asiri Type B?..•...•••••,:•..••••••••
Dock Silt ChecI< Dane .............:... . ?•?
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EROSION CONTROL
DETAILS AND.
SPECIFICATIONS
Std_ nscript? S
245.03 Temporary Silt Ditch
TSO
245.05 Temporary Ufversion
893.01 Temporary Sift Fence
.................-----Hf Hi
890.05 Temporary Slope Drain with Earth Berm
s•, ...........
245.01 Silt Basin Type A ......
Silt Basin Type B
892.04 Temporary Rock Silt Check Type-A •-_-___,_,
895.10 Temporary Rock Slit Check Type-8 _-•--?
892.01 Temporary Rock Sediment Dam Type-A
892.02 Temporary Rock' Sediment Dam ' Type-B ;-,
897.01 Rock Pipe Inlet Protection Type-A •_,_--„- _
897.02
Rock Pipe Inlet Protection Type-8 „__,.,_,•.-
894.01 Rock Silt Screen
.......
245.04 Stilling Basin ..........................................
Rock. Inlet Protection:
896.01 Type A ................................ A ? •- OR •- A
896.02 Type B • .............................. B M.-'OR -- B
896.03 Type C • ...
..? ........................: C OR
12 ?
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std_ .4 D .s .ri ion
245.03 Temporary Silt Ditch 7SD
................ _----------- _
245.05 Temporary Diversion _____________________________
TD
893.01 Temporary Silt Fence -----------------------
890.05 Temporary Siope Drain with Earth Berm
245.01 Silt Basin Type A "-* ........ .................... -0
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 Type-A _______..__
892.02 Temporary Rock Sediment Dam Type-S ___
897.01 Rock Pipe Inlet Protection Type-A _ :D A I.%
897.02 Rock Pipe Inlet Protection Type--B ............
894.01 Rock Silt Screen
245.04 Stilling Basin ........ ....... a .............. ...... 3
Rock Inlet Protection:
..
896.01 Type A ............................... A ? OR ._A
896.02 Type B .................... ..: B .. OR . B
896.03 Type C ............................... C -- OR .. C
12 March, 1992
r n I??- '!C?:'_t ?'? :+•Mr::'A Z 1'w?t?a:,...a? • -_ -; - -• v ? - a.--i ?r
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March, 1-992
TEMPORARY SELT FENCE:
DESIGN CPJTERIA:
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.
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 fr.
Post spacing 10 ft. 6 fL maximum
17 March, 1992
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18 March,1992
TEwoRARY 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 CRrrERIA:
• Center of rock silt check shall be at least I 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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`. iS• ..'tL.w vS' 't
Rocx pnE INLEr PitorECnorr TAE-$: s
A rock pipe inlet protection type-B is a small horseshoe shaped stricture, The
type-B rock pipe inlet protection.sball 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 Fock pipe inlet protection utilizes class A
stone lined with ',S or #57 stone to protect drainage pipe strictures-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:
S tructural stone - class A
• Erosion control stone - --ffir 5 or It 57 stone.
• Dam height - 1-5 ft minimum
35 March, 1992'
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Marca,1992
Roca SmT 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. minimum and 3 ft maximum (shall not be higher than
1 ft. above normal flow of stream)
37 March, 1992
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
&dim
ED EHNR
July 29, 1997
Haywood County
DWQ Project # 970629
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. C. R. Styles
P.O. Box 250
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions and those listed below, to fill in
0.01 acres of wetlands or waters for the purpose of paving SR 1316, as you described in your
application dated 3 July 1997. After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Number 3103. This certification allows you to use Nationwide
Permit Number 14 when it is issued by the Corps of Engineers. In addition, you should get any other
federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except
as modified below. If you change your project, you must notify us and you may be required to send us
a new application. If total wetland fills for this project (now or in the future) exceed one acre,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below. Sediment and erosion control measures shall adhere to the design standards for
sensitive watersheds (T 15A:04B .0024) due to the trout waters.
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 Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
Pre n oward, r. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
970629.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959
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