HomeMy WebLinkAbout19970628 Ver 1_Complete File_19970714State 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
August 19, 1997
Haywood County
DWQ Project # 970628
LTNAA
C) FE Flt'
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. C.R. Styles
N.C. Dept. of Transportation
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 relocate
0.02 acres of waters for the purpose of widening SR 1545, as you described in your application dated 8
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. DOT shall follow the DOT/DEHNR stream relocation guidelines for the relocated stream segment.
If there is a net loss of stream length, off-site mitigation is required either through the Wetlands Restoration
Program or off-site mitigation. DWQ shall be copied on the stream relocation plans and written approval
from DWQ must be received before the stream is moved.
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.
S' ely,
ston Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
970628.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX tt 733-9959
An Equal Opportunity Affirmative Action Employer - 50% recycled l0% post consumer paper
,MORANDUM PRINT NAMES:
Reviewer: a
CO: JOHN DORNEY WQ SUPV.: s
ENVIRONMENTAL SCIENCES BRANCH DATE: g.b•q?
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) ***
PERMIT YR:
APPLICANT NAME:
PROJECT TYPE:
COE #:
RCD_FROM _CDA:
REG OFFICE:
97 PERMIT NO: 0000628
DOT-PAVE SR 1545
PAVE SR 1545
DOT
ARO
COUNTY: HAYWOOD
PERMIT TYPE: NW14
DOT #:
DATE FRM CDA: 07/14/97
ZIVER AND SUB BASIN #: 0403 STR INDEX N0: 5-10-1
STREAM-CLASS: C
WL_IMPACT?: Y/N WL_TYPE:
WL_REQUESTED: WL_ACR_EST?: Y/N
WL SCORE(#): WATER IMPACTED BY FILL?: Y/N
MITIGATION?: Y/N MITIGATION TYPE:
MITIGATION-SIZE: DID YOU REQUEST MORE INFO?: Y
IS WETLAND RATING SHEET ATTACHED?: Y/®
4&
?P !
<11
illq? ?J
HAVE PROTECT CHANGES/CONDITIONS BEEN DISCUSSED WITH APPLICANT?: Y/O
RECOMMENDATION (Circle One): ISSUE j,9_SIJE/
COMMENTS:
'C: Regional. Office
Central Files
x - x%_ ?t \\ - , _ I' - -\ _ - Y .\_ \_ \ l _\
970628 °STATE OF NORTH CAROLINA
DEPARTMENT OF 1?ANSPORTATION
JAMES B. HUNT jR.
GOVERNOR
DIVISION OF HIGHWAYS
GARLAND B. GARRETT JR.
SECRETARY
Haywood County
SR 1545
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
P. O. Box 250
Bryson City, NC 28713
July 8, 1997
"?'?''oNa> 199',
Ei.V444
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1545, Sorrells Cove Road, in Haywood
County. In order to construct this project in accordance with our current secondary road
standards, and due to the re-channelization of Bowen 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 and
construction limits at various sites along this project. In addition, a typical section of the road,
cross sections, drawings for the channel change, general notes and standards on erosion
control measures, and a marked county map are enclosed. We propose to build the new
channel in the dry, using rip-rap to stabilize the banks only. Natural substrate will be left on the
bottom of the channel to minimize impact to wildlife habitat and allow the existing stream
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.
Mr. Bob Johnson 0
Page 2
July 8, 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 and Mr. John Dorney (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. Style , E.
District Eng r
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) 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 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:
Canton
Specific Location (Include road numbers, landmarks, etc):
SR 1545 - Sorrells Cove Road
6. Name of Closest Stream/River: Bowen Branch
7. River Basin: French Broad River Basin
8. Is this project located in watershed classified as Trout, SA HQW, ORW, WSI, or WSII? Yes [ ] No [X ]
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: 0.02 Ac.
Drained:
Flooded:
Excavated:
Total Impacted:
0.02 Ac.
s
12. Description of proposed work (Attach PLANS-81/2" x 11" drawings only): To pave and widen SR 1545 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 - Residentia
F. If applicable, what is proposed method of sewage disposal?
Owner's Signature / Date
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DETAILS AND.
SPECIFICATIONS
Std_ # Desnripfloa Symbol
245.03 Temporary Silt Ditch _TSD-
245-05 245.05 Temporary Diversion
893.01 Temporary Silt Fence
890.05 Temporary Slope ' Drain with Earth Berm ...... «- •-
245.01 Silt Basin Type A
.....................•••.........
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-B ;•-
897.01 Rock Pipe . Inlet Protection Type-7A
897.02 Rock Pipe Inlet Protection Type-13 894.01 Rock Silt Screen
245.04 Stilling Basin -
LEY
R
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896.01
Type A ...............................: A 1. — OR -- A
896.02 Type B .....•.........? ............... B !El.: OR -• B
896.03
Type C ................................... df]j OR C
12
March, 1992.
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std_ -4 Description
245.03 Temporary Silt Ditch ______________---_-------..?_
245.05 Temporary Diversion ,o
893.01 -Temporary Silt Fence _------ ________________
890.05 Temporary Slope Drain with Earth Berm .......... T *'-- `-
245.01 Silt Basin Type A - . A&
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-B ...
897.01 Rock Pipe Inlet Protection Type-A _ :D A S
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897.02 Rack Pipe Inlet Protection Type-6 ............
894.01 Rock Silt Screen
------•-----
245.04 Stilling Basin .-....................................
Rock Inlet Protection:
896.01 Type A ............................... A ro-1 OR -- A ]
896.02 Type B .._---........ ............ B .. OR . B
896.03 Type C ............................... C 0-- OR .- C
12 March, 1992
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TEMFoRARY SII.T 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 fl6w to protected
outlets. Silt fences nerd 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.
Duiw CRrIEtIA:
Marenal With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Stee-? posts length 5 ft 5 fr.
Post spacing 10 ft. 6 ft. maximum
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1 8 March,1992
TEMPORARY Rocx SILT CHECK TYPE-B:
A temporary rock silt check type-B (also called check dam) is a small daze 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 ale 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 C? nmuA:
• 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.
i
27
March, 1992
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Roca PEE INL= Pxo=cnw TYPE-$:
. _ _ ? _ .- - - :?.°.°?..`3:•?? ;ms's' :_ _ - _ -
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 insufcient space for a type-A rock pipe inlet
protection wirh storage arcs. The type-B Fock pipe inlet protection ut<'uzes 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 te:nnorary slope drains where =a= is limited ar
the outlet end of stove drain such that a basin or other device can not be used
AREAS OF USE:
At inlet to pines. no larger than 24 inches in diameee: where it re: rives flow
from several ahmcdons.
• In low flow arts where tight of way is limited.. r
DESIGN
• S t rucmral stone - class A
• Erosion control stone - # 5 or # 57 stone.
• Dam height - 1-5 fL minimum-
Ma=h, 1992
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Mar?.?,I992
T SCREEN:
It screen is a low-level dam structure to be used in streams below culvert
silt screens shall be used to trap sediment transported by running
be placed in the stream below the construction site within the right-of-
Lsement boundary. The rock silt screen utilizes class B stone lined with #5
3ne to produce a ripple-effect in the stream to settle the larger sediment
transported in the stream from the construction site. The trapped sediment
;leaned out before the device is removed from the stream.
OF USE:
live streams below construction sites where construction occurs in or
jacent to the stream.
live streams below a culvert construction site.
here it can be cleaned before it is removed from stream.
T CRITERIA:
ructural stone - class B stone
:diment control stone - # 5 or # 57 stone
am height - 1-5 ft. minimum and 3 ft. maximum ( shall not be higher than
fL above normal flow of stream)
37 March, 1992
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March,199Z
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SloPE STAKE UP 4E
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
DIVISION OF HIGHWAYS
P. O. Box 250
Bryson City, NC 28713
July 8, 1997
RECEIVED
5rp 0? 1991
Haywood County
SR 1545
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
J4'u"
GARLAND B. GARRETT JR.
SECRETARY
ENVIRONMENTAL SCIENCES
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1545, Sorrells Cove Road, in Haywood
County. In order to construct this project in accordance with our current secondary road
standards, and due to the re-channelization of Bowen 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 and
construction limits at various sites along this project. In addition, a typical section of the road,
cross sections, drawings for the channel change, general notes and standards on erosion
control measures, and a marked county map are enclosed. We propose to build the new
channel in the dry, using rip-rap to stabilize the banks only. Natural substrate will be left on the
bottom of the channel to minimize impact to wildlife habitat and allow the existing stream
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.
Mr. Bob Johnson
r t
Page 2
July 8, 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 and Mr. John Dorney (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. Style , E.
District Eng r
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) 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 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: Canton
Specific Location (Include road numbers, landmarks, etc): SR 1545 - Sorrells Cove Road
6. Name of Closest Stream/River: Bowen Branch
7. River Basin: French Broad River Basin
8. Is this project located in watershed classified as Trout, SA HQW, ORW, WSI, or WSII? Yes [ ] No [X ]
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: 0.02 Ac.
Drained:
Flooded:
Excavated:
Total Impacted: 0.02 Ac.
12. Description of proposed work (Attach PLANS-81/2" x 11" drawings only): To pave and widen SR 1545 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 - Residenti
F. If applicable, what is proposed method of sewage disposal?
Owner's Signature / \ Date
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ADDITION
IMPROVEMENT
TO BE PAVED il?
P POLES TO BE MOVED
T POLES TO BE MOVED d
R W WIDTH
SCALE I" =so,
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
nPsnripffon si.
245.03 Temporary Silt Ditch ,,,,,,,,,,,,,,,,,,,
245.05 Temporary Diversion ,,,,,,,••.•, „•,,,•„
TO
893.01 Temporary Silt Fence ,_:,,_,,,...
890.05 Temporary Slope' Draln with Earth Berm ... «- •-
245.01 Silt Basin Type A '
..............................:..
...
245.02 :Silt Basin Type B ....................... .................
892.04 Temporary Rack 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-B ;,,
897.01 Rock Pipe. Inlet Protection Type; :A
897.02 Rock Pipe Inlet Protection T e-B u
894.01 Rock Silt Screen . an
245.04 Stilling Basin ,,,,,,,,;,,,,,, .....
........................... Vill
A
Rock Inlet Protection:
.:
OR ..A
896.01 Type A .......................... ...._ A El
'OR .. B
896.02 Type B . ............... ?.......... .:.:.. B11
896.03
Type C ......................... .....? d 'FED •- OR •- C
12 March, 1992.
Will
. Railroad...:::... ......... ..:....... c
Control of Access Line.'. ......... A
Slope Stake Line ?• ...:... • ........ - ,
?-Bridge:i ?•:.• :.• • .....:.'.'. .•......... •
0 J40 1. 0+0 Or
,.• Woods ...:.: • • •.•... ..............
Telzpli?nt or Telegraph Pole ......... i1:\??'I' •-o- ?rttot" -0- 1
Tower Pole and Line......' ... • • • • • • • • -~ ?
•?;ToNver Pole ..................... 1EXIST S 1 (vitnt' b I
.Easemcsil- Lille. ' - :
• ?jrJtYill? 1.lI11iC'.':?.•:•..........'.........
Guard Rail ..'....:.....:..........•... t T T
Sanltary- Sewer-Line..:. • ............
Water Line..'.'. :..' .' ................. . -----; ?- _ ' t--
Ga5
Gas Line .'........ ; .' ::............ .. "1tUl'U51?:U EX I STING
Chairs Link- fence *% ........... • ...... -?
-{gyp --•?,?- --v---?,?
Woven Wire fence":.. e ........ • • ... • •
Regcneracion....'..: • . • • ,'.... • • . • .•. . a
Reforest-ation Tenipol'LII•v Silt Ditc11 .' .... . ......... . Temporary .5 it t F . • • ...... • .... -?,-a---- i s-----9 9 ?-'
r T I
:
Tempo raiy.Slope••Draiti? ......... ... • • . .
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Silt Check Dam Tyl)e A•.••: . . . • • . . . • . • :: n
Silt Checlc Dam 1lype•B , .'........ v ...
Slit Basin Z?•pe'A' ...:.:'.. ..:..........'' --?• •
SLIc Basiri Type B ?.'.......?..:•........ .
Roclc Silt CIIecl< Dam .... .........:... . a?a-.da?.?.?? :?'.° . '•'??
Ir a r 1.11 Dorm ' ? • ? . • .. .. . o-. o Temp," Sfone Ditch Check ......... ,?
Slllli???;
.
TEMP STONE DITCH CHECK
RACK SILT CHECK DAM
SILT BASIL - B
TEMP SLOPE DRAIN T
TEMP SILT DITCH -TSB
EARTH EMBAN FJMNT
SILT FENCE
FIBERGLASS ROVING <-- FGx -
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FENCE RESET SHEET
COUNTY ............................ AY.woo ........................................
SR ............................. i -5 15................................................
ROAD NAME .....................AVYi1MA 1? v. I......................................
STARTING ENDING SIDE TYPE OF FENCE REMARKS
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J
EROSION-CONTROL
DETAILS AND
SPECIFICATIONS
S,Ld-
245.03 Temporary Silt Ditch
245.05 Temporary Diversion -----------------------------
893.01 --Temporary Silt Fence-
890.0-1; ,.
------------
Temporary Slope Drain with Earth Bean -- -- ..........
Silt Basin Type A .-------------------------------- AL
245.02 Silt Basin Type B _ _ ........ _........ 7
892.04 Temporary Rock Silt Check Type-A __________
895.10 Temporary Rock Silt Check .Type--43 _____.?
892.01 Temporary Rock Sediment Dam Type-A ,___ REM
892.02 Temporary Rock Sediment Dam Type-6 -_- ?...
897.01 Rock Pie Inlet Protection T e-A :D A s
897.02 Rock Pipe Inlet Protection Type-8,
894.01 Rock Silt Screen
245.04 Stilling Basin ..-----------------------------------..__.
RLEJ,
ock Inlet Protection:
.. _
896.01 Type A • .........:.................... A OR .A
896.02 Type E .._----=--.......... ----------- B -- OR -- B
896.03 Type 'C ............................... C -- OR -- C
12 March, 1992
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TEeoRARY SILT FENCE:
-I-H-----H-i-
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
remaining the sediment. They may also be used to divert wale: flaw to protected
outlets. Silt fences nerd 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 stre.-mas, ditches, or waterways.
AREAS of Usm
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
Daia,4 CmTm:uA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Stec? posts length 5 ft 5 fL
Post spacing 10 ft. 6 ft. maximum
?r
17 March, 1992
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18 Mamh,1992
TEm,oRARY Rocx Sa.T CHEcx TYPE-$:
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 stabilizers at a late. date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They a=e used in ditches
during construction where -the grade meets andlor exceeds 3 %,
AREAS of USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DmS N CRrrauA: .
• Center of rock silt check shall be at least I foot lower than the outer edges
(top of channel sides) . .. .
• The spacing (ft) = (3 / 070 of ditch grade) X 100 ft.
27 M=h, 1992
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28 March,1992
Rot= Pnv,? bm.L7 PR017- r
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A rock pipe inlet protectioa typ - , itle inlets which are 24 inches
rack pipe inlet protecaon•snall be used at p ipe inlet
Hype-P _ where there is insu?ceat space for a type :4 rack p
and less in diame-e-* a ?' ock pipe inlet protection iutisizes cars A
°e =et
Tae ? e i.0 smicmres by impounding
protection with stcra= rottet drainag p
stone lined with 1,15 or #57 stone top t. Tais cL-"= can
the sediment Iaden warms before it ==s the pipe to tray nth cc.s limited at
also be used around the inlet of ten- by '°e other de<iice can not be used.
the autiet end of slape drain such that a
AREAS OF USE: diaxne- wae:e it re^.,.Yves flow
• At inlets to pieces na larger than 24 inches is
from several ahmcdons.
• In low flow aress whew 6fm of `aV is limited. .
• S trucmral stone - class A
• Erosion can=1 stone - z 5 or 1St 57 stone-
Dam height - 1.5 fz minimum-
1992'
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•
SCREEN. {
screen is a low-level dam structure to be used in streams•beiow culvert
silt screens shall be used to trap sediment transported by running water
e placed in the stream below the construction site within the right-oi
ement boundary. The rock silt screen, utilizes class B stone lined wide #5
ie to produce a ripple-effect in the stream to settle the large: sediment
ansported in the stream from the construction site. The trapped sediment
paned out before the device is removed from the stream.
IF USE:
ive streams below construction sites where construction occurs in or
ant to the stream
ive streams below a culvert construction-site.
ere it can be cleaned before it is removed from stream.
CRITERIA:
zcmral stone - class B stone
H=nt control stone - # 5 or # 57 stone
m height -1S ft minimum and 3 ft. maximum C shall not be higher than
:. above normal flow of stream)
I
37 March, 1992
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• SORRELLS COVE Rooo ?SR-_154'5
C 4AnIOGL. CNArIGE
STA. (o+oo To 5 rA. 6-i-50
N EW
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S1oPE STAKE l.l,J E
PROPOSED NE••J CrhAnl,JcL
IEmPORAZ/ S,Lr F6rJLG
.? ?- - STA --g +0 O
CROSS SEGTI o n1
ald nle,o
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MEMO
DATE:
TO
a It)cvy 3K,
SUBJECT:
?7v?a
y713
f!u,- jai - (j j
From:
5 Ar£
North Carolina Department of Environment,
oG ?sr ?ti;
Health, and Natural Resources printed on Recycled Paper
•?'Y %nM vM??
tle- q%
State of North Carolina
Department of Environment, LTZINWA
Health and Natural Resources / •
IT - -
Division of Water Quality
James B. Hunt, Jr., Governor p E H N 1?
Jonathon B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 19, 1997
Haywood County
DAVQfProject # 970628
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. C.R. Styles
N.C. Dept. of Transportation
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 relocate
0.02 acres of waters for the purpose of widening SR 1545, as you described in your application dated 8
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 &et 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. DOT shall follow the DOT/DEHNR stream relocation guidelines for the relocated stream segment.
If there is a net loss of stream length, off-site mitigation is required either through the Wetlands Restoration
Program or off-site mitigation. DWQ shall be copied on the stream relocation plans and written approval
from DWQ must be received before the stream is moved.
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,
A. Preston Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
970628.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
STATE Oi: NORTH CAROLINA
DEPARTMENT OF TtANSPORTATION
)AmES B. HUNT. JR. DIVISION OF HIGHWAYS Garland B. Garrett, or,
CORNOR SECRETARY
TUWOPZZR TRAN TTAL COVBR SMT
DATE : r II -, I W 7
phase deliver the following pages to:
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Phone mmmer : ,0919) -33 - / 7&
This teleaapy is being sent by:
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OUR FAX NU MM XS: 704 - 408 - 3510
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SPATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPOKTATION
JAMES B. HUNT, JR. DNISION OF HIGHWAYS uarland B. Garrett, Jr.
GOVERNOK sfck kv
TB?CO_ ZiVMMTTAL , COVW S> f
?sae: 1
Please daii~ the following pages to:
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if Yo DO MOT RBCBIYB = PAW CLLULY
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OUR rJkX NUNBBR IS: 744 - 488 - 3518
VLZASZ COUNT PAGNS, UNCLUDING COV'= saalaT)
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NCDOT-142 Fax:7044883518 Sep 11 '97 8:18 P.01/03
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES 9. HUNT. JR DIVISION OF HIGHWAYS Garland B. Garrett, Jr.
Govswoft SECRETARY
Ti=gPZXR TRANSSITAL COVER OUT
DATE: mac' II f7 w_-
Pla we deliver the following pages to :
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IF TOO DO NOT RECEIVE ALL DAMS CLNAn Y-
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