19980658 Ver 1_Complete File_19980721

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
A4
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 27, 1998
Transylvania County
DWQ Project 980658
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Edward Green
NC DOT
4142 Haywood Road
Horse Shoe, NC 28742
Dear Mr. Green:
You have our approval, in accordance with the attached conditions and those listed below, for the
purpose of paving SR 1321 in Transylvania County, as you described in your application dated July 21, 1998.
After reviewing your application, we have decided that this impact is covered by General Water Quality
Certification Number 3100. This certification allows you to use General Permit Number 031 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 for a new certification. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. 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 211.0506 (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).
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 conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. 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 Domey at 919-733-1786.
i ly,
ti
reHoward, E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
980658.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
1?.a?UJ \./.. CU?f ?STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Division of Highways
y r 0
.dos
E. NORRIS TOLSON
SECRETARY
July 10, 1998
?'?tr? jsil `';1`rl ;t?
JUL 1 % 1996
Mr. David Baker VVA I t_K QUL? LI Y 151 Patton Avenue SECTION
Room 143
Asheville, N.C. 28801
SUBJECT: Proposed Culvert Extension, Channel Relocation
SR 1321, Indian Creek Road
Also Known As Forest Service Road # 50
Transylvania County
Dear Mr. Baker,
Enclosed are erosion control plans, an application form for a Nationwide Permit, and a county
map section locating Forest Service Road # 50, SR 1321, Indian Creek Road, in Transylvania
County. SR 1321 is a gravel road that we propose to clear, grub, grade, replace/extend pipes,
and pave for a distance of 2.00 miles. Grading will be moderate to heavy.
We are requesting permission to replace and extend pipes in live streams noted on plans at
survey stations 15+90, 27+95, 41+20, 52+75, 54+10, 57+60, 63+50, 67+95, 68+10, 85+55, and
109+00. Pipes will be replaced using our standard method of pipe installation described in the
erosion control plans. NCDOT "Best Management Practices for Protection of Surface Waters"
and proper phasing of erosion control items will be used to minimize and control sedimentation
and erosion.
By copy of this letter, we are asking Mr. Mark Davis, N.C. Wildlife Resources Commission, to
comment directly to the Corps of Engineers concerning the Nationwide Permit request
concerning the trout water buffer zone variance. Upon review for the Corps of Engineers we are
requesting that Mr. Davis forward a copy to us (NCDOT) as well.
4142 Haywood Road, Horse Shoe, NC 28742
Mr. David Baker
Page 2
July 9, 1998
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer
(NCDOT), to comment directly to us on the above project.
Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is
being requested from Mr. Eric Galamb, Division of Environmental Management.
Your earliest consideration for this request would be appreciated. If any further information is
needed, please contact me or Mr. C. E. Dumas, Jr., Assistant District Engineer, at (828) 891-
7911.
Sincerely Yours,

Edward A. Green, P. E.
District Engineer
EAG/CED/ng
attachment
cc: Mr. E.L. Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, Western Mountain Region Coordinator, NCWRC
Mr. D. B. Allen County Maintenance Engineer
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NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
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CATION BEG.IWAT. THE INTERSECTION OF NC.215 AND SR1321
CONTINUE NORTH ON SR1321 FOR ?_MI,T0 END OF- PROJECT.
RK TYPE CLEAR, GRADE, DRAIN, ABC, PAVE, EROSION CONTROL.
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Std, • Ddscripfion Symbol
63(,S. oz- ' Pipe Outlet Dissipater 000000
1630,03 Temporary Silt Ditch 0000
_/630,057 Temporary Diversion
1605-0/ Temporary Silt Fence
1.22.01 ! Temporary Slope Drain with Earth Berm 4 E-
163o,ol i Silt Basin Type A ._........_ --------
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/G 301 oz ? Silt Basin Type B .............................. -0
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/6 33, oz i Temporary Rock Silt Check Type-B .-.. _•. ------------
_J6 34,0 ! Temporary Rock Sediment Dam Type-A
1634-.o2 Temporary Rock Sediment Dam Type-B _______ , .
135.01 . Rock Pipe -Inlet Protection e e:
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_1636.01 Rock Silt Screen ........ ................ :.................
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- 30. o¢ Stilling Basin ................................................. _.. ®-__-_
Rock' Inlet Protection:
/02. o/ Type A ............................... A --OR •• A ) ...
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163Z.oz Type B ............................... B - OR • B?
32.03 , Type C ..... .......................... C : OR • C? ____
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pitch Liner Class A .• 00 G0 0
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DEPT. OF TRANSPORTATION
DIVISION_ OF HIGHWAYS w M
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn quarry stone. The
stone shall be sound, tough, dense, resistant to the action of air and water, and suitable in all
other respects for the purpose intended. Where broken concrete from demolished structures
or pavement is available, it may be used in place of stone provided that such use meets with
the approval of the Engineer. However, the use. of broken concrete which contains
reinforcing steel will not be permitted.
All stone shall meet the approval to the Engineer. While no specific gradation is
required, the various sizes of the' stone shall be equally distributed within the required size
range. The size of an individual stone particle will be determined by measuring its long
dimension.
Stone or broken concrete for Rip Rap shall meet the requirements of Table 1042-1 for the
cla!zq and size distribution.
TABLE 1042-1
ACCEPTANCE CRITERIA FOR RIP RAP
AND STONE FOR EROSION CONTROL
REQUIRED STONE SIZES - INCHES
CLASS MINIMUM MIDRANGE MAXIMUM
A 2 4 6
B 5 8 12
1 5 10 17
2 9 14 23
No more than 5.0% of the material furnished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified.
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DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS Wc00o
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Silt Basin - 3
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Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
Length of Disturbed Area = 400'
-;Basin Sizes based on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when basins are half full.
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