19951099 Ver 1_Complete File_19951012

State 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
October 23, 1995
Transylvania County
DEM Project # 951099
APPROVAL of 401 Water Quality Certification
Mr. J. J. Swain, Jr.
District Engineer
NC DOT
P. 0. Box 5189
Horse Shoe, N.C. 28742
Dear Mr. Swain:
a
You have our approval to placing fill material in 0.005 acres of wetlands or waters for the
purpose of road maintenance at SR 1538 (Becky Mountain Road), as you described in your application
dated 6 October 1995. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3026 or 2735. This certification allows you to use
Nationwide Permit Number 3 or General Permit 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 Domey at 919-733-1786.
ton Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
951099.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JP-
GOVERNOR
DIVISION OF HIGHWAYS
P.O. Box 5189
Horse Shoe, N.C. 28742
October 6, 1995
Mr. David Baker
U.S. Army Corps of Engineers
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
RECEIVED
OCT 1-11995
Transylvania County
SUBJECT: SR 1538, Becky Mountain Road
Grading and Paving
Dear Mr. Baker,

GARLAND B. GARRETT J R.
SECRETARY
ENVIRONMENTAL SCIENCES
-?r•ru
Please fund enclosed herewith erosion control plans, an application form for a Nationwide Permit, and a
county map section locating SR 1538, Becky Mountain Road in Transylvania County. SR 1538 is a
gravel road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 2.2 miles.
Grading wvill be moderate.
We are requesting permission to replace a pipe in alive stream noted on plans at survey station 1+75. The
pipe will be extended 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. David Yow, N.C. Wildlife Resources Commission, to comment
directly to the Corps of Engineers concerning the Nationwide Permit request. Upon review for the Corps of
Engineers we are requesting that Mr. Yow forward a copy to us (NCDOT) as well.
By copy of this letter, we are also asking 114r. 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.

„,
Mr. David Baker
Page 2
October 6, 1995
Your earliest consideration for this request would be appreciated. If any further info on s needed,
please advise.
Y
?fn, Jr., P. E.
Engineer
JJS/CED/ng
attachment
cc: Mr. E.L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEXI
Mr. David Yow, District Fisheries Biologist, NCWRC
DEM ID: q.9 I O q G . -' `ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #):
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 MANAGEM
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONME TH, C?
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402.1890 P.O Bo p,aW-v
x 29535
ATTN: CESAW CO-E Raleigh, NC 27626-0535 OCT 1 2 1cz0
Telephone [phone] ATTN: MR. JOHN DORNEY
Telephone [phone] _
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD EE SENT TO THE E• ORPa11, " "0' NGTNF
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMIV'IC, L_
PLEASE PRINT.
1. Owners Name: /V C. Do _
2. Owners Address: P. 0. o X S drs'c- ??ln Al- 7,1Z
3. Owners Phone Number (Home): (Work): (7e4) q 9l 79/ /
4. If Applicable: Agent's name or responsible corporate official, address, phone number.
'l '. ?/, ?rt/c?,`?7 ? ice. ?G,
IV, C
5. Location of work (MUST ATTACH MAP).. County: / •r S
Nearest Town or City: • l3r ?r'a r ?1
Specific L•ocation•(Include road numbers, landmarks, etc.): h e a 7? ?;7 C,- Sic' c? o? D 144
/74 '51 /? a,,
I 1--V
6. Name of Closest Strearnimver. D A (, ce )C
? ?ohG
7. River Basin: re.76?J O.I ell2
8. Is this project located in a watershed classified rout, A, HQW, ORW. WS I, or WS IN YES [Pl--' NO [ J
9. Have any Section 404 permits been previously requested for use on this property? YES (] NO [,-
If yes. explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: . O / d cres
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: 0. 0 O '5 a c c S
Drained:
Flooded:
Excavated:
Total Impacted: d• 005,a e/- e S
12. Description of proposed work (Attach PLANS-8 112" X 11" drawings only): !?V ?1?i7 S?? ?'?38
IWI
13. Purpose of proposed work: Si2 e
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measums
taken to minimize wetland impacts. __5e
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 orproposed 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?
RESPONSES FROM TB E USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. YES [ NO [ ]
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 [-I- NO [ )
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, ahd lakes on the proPcrty.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheau relevant to the placement of the
delineation line.
D. If a stormwater management plan is required this project, attach copy.
E. What is land use of surrounding property?
F if applicable, what is proposed method c

M

NOR"I'II CAROLINA DEPAR'I'I\/IEN'I' OF TRANSPORTAZ'ION-
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT' 62. 15 36 (8ecKY MW- Po??
LOCATION B .n? /zT Z'.JT?fzs??on1 ar US. Z76 /?7V D 5P. 15 38 A MD Con7rlVUi5
SoOT ? ?N S ?• /53S ?'o rZ A- D, STA,vc? O F 1116 6o FE&-7- •Tb Ewb a,c
1VORK TYPE ABc? P.4??, ??S?o.J Cv??G
WORK ORDER 6, o o Z o g o (TEMP.) PRIOR 1-Y
COUN'T'Y 7-p,,;-/jsr/ VA vl,4 RIGHT OF WAY 5D ?
DATE 7?L S??S SCALE
NOTES
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POLE DATA MPN 61-03447
PROJECT -EEf KY- !FOUNTAIN RD_COUNTY
SR. I s 38
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POLE DIST. FROM CENTER
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PROJECT _6FCKY_n10uN7AlN RD ...... COUNTY _7_/?!gl15y?1L6n!I ----------------- Sheet--- Z---- af_
OWNER OF POLE LINE ___ DUKE _RO`^/E?2__-__

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PROJECT DIET. CEHTER PROJECT
AFTER MOVING

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TRANSYLVANIA COUNTY
kI/"1n-ri i e- An O-N i IkiA
E-1%-0SI0N CONTROL.
DETAILS AND
SPECIFICATIONS
Sty Des ,rintinn !mbol
PIKE ourLET 000
245.03 Temporary Silt Ditch 0000
245.05 Temporary Diversion
893.01 Temporary Silt Fence
------••........... --------
890.05 Temporary Slope Drain with Earth Berm _E- ..........
Silt Basin Type A
.................................
Silt Basin Type B
.. .............................•-----..--- I j ---
892.04 Temporary Rock Silt Check Type-A -
895.10 Temporary Rock Silt Check Type-B
892.01 Temporary Rock Sediment Dam Type-A
92.02 Temporary Rock Sediment Dam Type-B
-----------
897.01 Rock Pipe Inlet Protection
--------------------------
894.01 - - % ao ---
Rock Silt Screen .............•--......................... --= =°----
245.04 Stilling Basin
.....................................................
-----
Rock Inlet Protection:
896.01
Type A ------------------------------- A ? oR -- A ))
896.02
Type B -------------- ---------------- B -- OR ..
896.03
Type C ................................ OR C
R"P Rap C/ass -- - --- Y ?
yr?
C?TCfI Liner- Cl;a ss A
VI-1 March, 1993
PIPE INSTALLATION
All pipe installed on the project will be installed using
the standard method of pipe installation - Method "A",
Standard No. 300.018 of the NCDOT - "Roadway Standard
Drawings".
All pipes shall be laid in accordance with section 300 of
the North Carolina Department of Transportation "Standard
Specifications for Roads and Structures", January 1, 1990.
Pipes will be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be
installed six (6) inches below the stream bed to allow the
bottom of the pipe to silt over so that trout movement will
be over a natural stream bed.

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SILT BASIN TYPE-B:
A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. 1 he silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary.rock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a '-
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock'silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
o See Silt Basin Sizes Typical.
23 March, 1992
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VI-13 March, 1993
Silt Basin Sizes
7?
Silt Basin - 1
(S.B. 7)
Silt Basin - 2
(S.B. 14)

2?
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Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
Length of Disturbed Area = 400'
Silt Basin - 4
(S.B. 28)
*Basin sizes based on 600 cubic feet of storage `
P acre. after every storm event and when basins arehalffull Basins to be cleaned
Silt Basin - 3
(S.B. 21)

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March, 1992
PIPE OUTLET ENLRGY DISIPATOit:
00
000
0000
A pipe outlet energy disipator shall be used at pipe outlets to slow the water velocities when it
exits the pipe and flows out ditched or natural waterways. It is an apron of stone of a sufficient
thickness to protect the outlet area from scouring out•and causing off-site sedimentation
age. Pipe outlet energy disipators should be built according to the guideline chart sh6wn on
page 52 of this manual.
AREAS OF .USE:
Outlets of pipes and culverts to prevent from scouring.
DESIGN CRITERIA:
• In accordance with chart on page 52.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
MATERIALS :
• Filter Fabric shall meet requirements of section 1056 of Standard S eci ications f
Roads and Structures, January 1, 1990, for type II filter fabric. p or
Pipe Outlet to Weil-(f=lined
Channel
Pipe Outlet to Flat Area-
No Well-delined Channel
IW
I
L
Filter Fa
Gravel
there:
L = length of apron (ft)
W = Width of apron (ft)
D = thickness of stone (in)
S = class of stone
?un?J
D nri

ITI Ii
Y
?
-
=utl
•
Se
• ? ction AA
er Fa
bric or
Gra
Layer
III -' II =;:,:{:
,III -ills„
Ilff?lll ?III Section , A
Filter Fabric or
Gravel Layer
46a June, 1992
Section 1044
1042-2 STONE FOR EROSION CONTROL.
The stone shall be of a hard, durable nature and shall range in size as
follows:
Class Size
A 2 --
$ -151/
All stone shall meet the approval of the Engineer. While no specific
gradation is required, the various sizes of stone shall be equally distributed
within the required size range. The size of an individual stone particle will
be determined by measuring its long dimensions.