19950132 Ver 1_Complete File_19950215

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
February 15, 1995
Transylvania County
DEM Project # 95132
APPROVAL of 401 Water Quality Certification
Mr. C.E. Dumas, Jr.
Assistant District Engineer
NCDOT
P.O. Box 5189
Horse Shoe, N.C. 28742
Dear Mr. Dumas:

You have our approval to place fill material in 0.04 acres of wetlands or waters for the purpose
of road maintenance at SR 1331, Morgan Mill Road, as you described in your application dated
2 February 1995. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 2735 or 2745. This certification allows you to use
General Permit Number 031 or 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- 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 30 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.
Sinc 1 ,
1
r ston Howard, Jr.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
95132.1tr
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
. STATE o
STATE OF NORTH CAROLINA
DEPARTMENT OF TPANSPORTATION
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT I I I
GOVERNOR SECRETARY
P.O. Box 5189
Horse Shoe, N.C. 28742
February 2, 1995
Transylvania County
Mr. David Baker
U.S. Army Corps of Engineer
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
Subject: SR 1331, Morgan Mill Road
Grading and Paving
Dear Mr. Baker,
I am attaching a straight line diagram with erosion control
plans, an application form for a Nationwide Permit,-and a county
map section locating SR 1331, Morgan Mill Road in Transylvania
County.
SR 1331 is a gravel road that we propose to clear, grub, pave,
and replace/extend pipes for a distance of 1.23 miles. Grading
will be moderate.
We are requesting permission to replace and extend pipes in live
streams noted on plans at survey stations 4+35, 12+15, 18+75,
22+90, 27+50, 53+75, 55+40, and 64+55. Pipes will be replaced
using our standard method of pipe installation described in the
erosion control details - Appendix A of the erosion control
plans. NCDOT Best Management Practices and proper phasing of
erosion control items will be used to minimize and control
sedimentation and erosion.
We are requesting permission to construct a temporary diversion
ditch from survey station 53+75 to 55+50 as shown on Drawing 1 of
the erosion control plans (Appendix - B). This diversion ditch
is needed to allow the construction of a cut slope between survey
stations 53+75 and 56+00. Appendix - B also includes a plan of
work and additional drawings indicating construction phasing.
By copy of this letter to Mr. Richard Phillips, P.E. (DEHNR) we
are requesting a variance to work in the Trout Water Buffer Zone
of Morgan Mill Creek alongside survey station ranges 24+00 -
26+00 Lt., and 27+50 - 29+00 Lt.
Mr. David Baker
Page 2
February 2, 1995
Please note that we do not propose to disturb fill slopes on the
creek side in these locations as indicated in the Buffer Zone
Area - Typical Section in the erosion control plans (Appendix A).
We are requesting that Mr. Phillips approve our request for said
variance when he recieves the required comments from Mr. Ed
Ingle, Area Roadside Environmental Engineer, and Mr. David Yow,
N.C. Wildlife Resources Commission.
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 Mr. Ed Ingle, Area
Roadside Environmental'Engineer (NCDOT) to comment directly to us
on the above project.
We ae requesting, by copy of this letter, that Mr. Ed Ingle, Area
Roadside Environmental Engineer (NCDOT), and Mr. David Yow, N.C.
Wildlife Resources Commission comment directly to Mr-. Richard
Phillips, P.E. (DEHNR) concerning the variance to work in the
Trout Water Buffer Zone of Morgan Mill Creek.
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 further information is needed, please advise.
Sincere N Yours,
C.E. Dumas, Jr. EIT
Assistant District Engineer
attachment
cc: Mr. Richard Phillips, P.E., Regional Engineer, DEHNR
Mr. Eric Galamb, Division of Environmental Management
Mr. Ed Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. David Yow, District Fisheries Biologist, NCWRC
DEM ID: 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
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402.1890
ATTN: CESAW CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONIvIENTAL MANAGEmF-N T
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD 13E SEMI' TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT. /-te"! c !
1. Owners Name: _ /V- e . Oe- OQr r /7 ? a t 7-;4n-7D o r fa 7Z P o r
2. Owners Address: PC% fox S/B9 41 1
rse ',Fho e - Al, C• 78 7¢2
3. Owners Phone Number (Home): (Work)- (70¢) e5 7/- -Z9 %
4. If Applicable: Agent's name or responsible corporate official, address, phone number;
.T cJ wa n ?. ?.
1/7 4 -7e, S r, e-
5. Location of work (MUST ATTACH MAP). County: ?ans,i/v4r7. .
Nearest Town or City: - 15?1 e ?a rn? --
Specific Location'(Include road numbers, landmarks, etc.):5e 9 . -7 a ? 7'??c i?TT ,?s? c T o? o
?%• s'. 64 Y-' SR 133/ ?o,-7 A;74* d* X/dI-A/7 e4 SR 1331 ?er ?5L7eQ 744 o
GCeldJ: 07 FrDLCe
6. Name of Closest Stream/River. e•- a? /1'j.'/? C'ic e-
7. River Basin: ?r°17e/sl-1!14
8. Is this project located in a watershed classified Trou SA, HQW, ORW, WS I, or WS IN YES NO [ J
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO [ If ycs, explain.
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:
Drained:
Flooded:
Excavated: 0. U 4
Total Impacted: 6. 04-
12. Description of proposed work (Attach PLANS-8 12" X 11" drawings only): See IlQ ehm cr7 AX
13. Purpose of proposed work: C ra r, ?.' c e s ' s c c'c ssa.- T o 111?„ ,
a. .S o L i7c ?.'?c!? SA, 5-37' 7 S- 55 t 76- - e c a
4 e/`7r7.7 Cn
14. State reasons why the applicant believes that this activity must be carried out in wetlands Also, note measures
taken to minimize wetland impacts. .
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Nia- ine,Fisheries Service
(NNM) 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 [?J NO
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 j )
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wedand delineation map showing all wetlands, streams, ahd lakes on the property.
B. If available, representative photograph of wctlnnds to be impacted by project.
C. If delineation was performed by a consultant, include all data shoed 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? 1116=1s . ?u Re s
F. If applicable, what is proposed method of sewage disposal?
ft
E111k.'OSI"`N CONTROL
DETAILS AND
i
Std. # D .a ri tp ion Symbol
Pi
Pe cuflet d i5sipafer - - -- - - _ Qu©
245.03._ Temporary Silt Ditch ..............................
TSo
245.05 Temporary Diversion
.893.01 Temporary Silt Fence
??
890.05 Temporary Slope Drain with Earth Berm t- ..........
Silt Basin Type A
1 .................................
245.02 Silt Basin Type B p i Cf??"??f ?'13 .F T
892.04 Temporary Rock Silt Check Type-A ..........
895.10 Temporary Rock Silt Check Type-B
............
892.01 Temporary Rock Sediment Dam Type-A
............
Temporary Rock Sediment Dam Type-B ...
897.01 Rock Pipe Inlet Protection T e-A LU
oar
897.02 Rock Pipe Inlet Protection Type-B ............
894.01. Rock Silt Screen
245 04 Stilling Basin
Rock Inlet Protection:
896.01 :.. Type A ................... A ?-- OR -- A ??
896.02 Type B ............................... B - OR -- B?
6.03 Type C ............................... C OR .C
.. J89)
xx
Ri { -R-F C I:? .. Ej - - - - rx ?
I--I ?4 1 f iiM oc n
lei
?odC
12 March, 1992
CRD S/?)N C'ON7-R0- PL4,VS
5R /33/
M0t3C-7An/M/LL Rd,
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF.HIGHWAYS
SECONDARY ROAD SURVEY
------=-----------------------------
r$??8.J ECT SR 1331 ?MOR(,AN MILL RD.)
I- ---------------------------------------------------------------•
!LOCATION BEGIN AT TKE INTERSECTIOM OF U-s6+ AND SR1331. CONTINUE NORTH
II _______ON 5R1331 FDR 64-70 Ft. To 714E END OF'• PR03ECT.
?_ --------------------------------------------------------------•
IWORK TYPE
I GRADE , DRAIN,ABC, PAVE, EROSION CONTROL.
I--------------------------------------------------------------------------•
(WORK ORDER PRIORITY
_ 4.00 2090 -TEMP #12 sva'
I-- ------ -------------------------------------- - -------
C:OUNTY RIGHT OF WAY
TRANSYLVANIA SOI
' -•••?-------------------
---------------------------------; ------'---
I?ATE -------- SCALE
8•- 10-94 I =100
`NOTES

LOCAL RESIDENTIAL ROAD

i RIGHTI OF WAY
,
6 I 18 _(0 3
,?, {pl1?DEfi PAYFMENr aio(A CU DITCH
1"T 1/4" PEfi.T 1: ?I„.

.. ?? Sr©c c- ABC
x x u LI VE
x STREAM
gASin/ ?ENC7Tfl
TO OE 067-ERMINEr
As S /40 w" O/V
i?ETA/z /N E.C.
l?LANS.
0 f-00
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4

v Q 1 ? W
30+OD
4afoo

SMALL / ShRiniG
_ X STREAM HEA D
0 SEE C??RA k//NC, s/
a A PPtND?x a
030
CLASS A., s7'ON6
VE FOR E.C.
F-i . 5.1'R ECM .
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$oo
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Q T 1>
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60 ?-ov

APPENDIX-A
PIPE INSTALLATION
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.
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".

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Typical Section
Showing Proposed Work-, Erosion Control - In Buffer Zone
Proposed
Slope
No grading to
be done on creek Buffer
side of existing Zone Emsting
roadway. P-1 Slope '
Trout ----•
Stream 1 1
Grade, Base, and Pave Proposed
Widening
(Cut Side)
Berm shall be constructed on shoulder and will be maintained throughout
construction. The roadway is to be sloped to the cut side where possible. If not
possible, water will be released thru down slope pipe or stone lined ditches.
Silt Basin Sizes
- 7,
2:,
Silt Basin - 1
(S.B. 7)
3?
Silt Basin - 2
(S.B. 14)
2-r

Silt Basin - 3
(S.B. 21)
?. 28/
2?
Y
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.
Silt Basin - 4
(S.B. 28)

TEMPORARY 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 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.
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
4
TEMPORARY SLOPE DRAIN WITH EARTH BERM: <-
A temporary slope drain is a flexible tubing or pipe used to carry concentrated
runoff from the top to the bottom of a cut or fill slope without causing erosion
along the slope. An earth berm is an earth barrier designed to channel runoff into a
number of erosion control devices. A berm is usually constructed with typical'on-
site material. T -sections and elbows at the inlets are used to intercept the
directional flow of the runoff, to protect the temporary slope drains from washouts.
AREAS OF USE:
• At construction areas where storm water runoff above a cut or fill slope will
cause erosion if allowed to flow over a slope. .
DESIGN CRrIERIA:
• Peak runoff from 10 year storm.
• T section shall be used at inlet for multiple directional flow.
• Elbows shall be used at inlet for single directional flow.
Maximum Drainage Area Pipe Diameter
per Pipe (acres) inches
0.50 12
0.75 15
•1.00 18
>1.00 As Designed
19 March, 1992
SILT BASIN TYPE-B:
7?7
A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. The 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 CRI MRIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
23 March, 1992
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PIPE OUTLET ENERGY 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 dam-
age. Pipe outlet energy disipators should be built according to the guideline chart shown 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 Specifications for
Roads and Structures, January 1, 1990, for type H filter fabric.
L?
I -??- •? • F II ? I
r 17i?J D ?IIII_
Section AA
Filter Fabric or
Gravel Layer
Pipe Outlet to Flat Area-
No Well-defined Channel
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=,1?
1111 - ql =Ill} Section AA
1 =
1JID iI
Filter Fabric or
Gravel Layer
Where:
L = length of apron (ft)
W = width of apron (ft)
D = thickness of stone (in)
S = class of stone
46a June, 1992
Pipe Outlet to Well-defined
Channel

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" - 6?1 _
B 5" - 15"
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.

APPENDIX B
Plan of Work/Construction Phasing
Phase I - (Drawing 1)
1. Construct a temporary silt basin at survey station 53+75 Lt. (±).
2. Construct a temporary diversion ditch from survey stations
53+75 - 55+50 Lt.
3. Install a temporary cross pipe at survey station 55+75.
4. Construct small dike in ditch at survey station 55+40 Rt., and
divert water to temporary diversion ditch.
5. Construct cut slope and "V" ditch from survey station 53+75 -
55+35 Rt.
Phase II - (Drawing 2)
1. Construct small dike in stream Rt. of survey station 55+60, and
install down slope pipe to divert water to newly constructed
portion'of "V" ditch as indicated in Drawing 2.
2. Remove temporary pipe, fill temporary diversion ditch and
temporary silt basin.
3. Construct remaining portion of cut slope and "V" ditch - survey
station range 55+35 - 55+75.
Phase III - (Drawing 3)
1. Remove small dike and down slope pipe and allow water to flow in
"V" ditch.

?PPEN?IX- /3
DRAWIAIG 4/ - r,5MPORARY i?/TCH+
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TEMPORARY
6"CMP
-rEMpoRARY o I TC
C cl r /N ED,C E v?
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TEM PO RA R Y 5 / LJ-
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7-0 BE REMOVED UPON CO/`,JPL E7"/0N
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STA. SEE DRAW/Nc, #z,
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FOREST RDPD SE.D . SMPROVEMENT
FOR PAVING,
SR 1331

TRANSYLVANIA Co.
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
50° R,
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO ?
ATTENTION OF
July 12, 1995
Regulatory Branch
Action ID No. 199501968 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
North Carolina Department of Transportation
Division of Highways
J.J. Swain, Jr., P.E.
Post Office Box 5189
Horse Shoe, North Carolina 28742
Dear Mr. Swain:
Reference your /apL)ca ion of Fe bruary 7, 1995, for Department of the Army
(DA) authorization lace and/or extend several culverts in unnamed
tributaries to Morgn MCreek in conjunction with the upgrading of SR 1331,
Morgan Mill Road, rear Brevard, Transylvania County, North Carolina. The project
will impact less tPan 1/31 acre of Waters of the United States. The proposal has
been reviewed by the No th Carolina Wildlife Resources Commission (WRC).
i
For the purp?ses of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal R4 u tions (CFR), Part 330.6, published in the Federal Register
on November 22, 1 1, lists nationwide permits. Authorization was provided,
pursuant to Section 404 of the Clean Water Act, for discharges of dredged or fill
material into headwaters and isolated waters.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions, and those
outlined in the attached June 8, 1995 WRC letter. This nationwide permit does
not relieve you of the responsibility to obtain other required State or local
approval.
This verification will be valid until the nationwide permit is modified,
reissued or revoked. All the nationwide permits are scheduled to be modified,
reissued or revoked prior to 21 January 1997. It is incumbent upon you to remain
informed of changes to the nationwide permits. We will issue a public notice
announcing the changes when they occur. Furthermore, if you commence or are
under contract to commence this activity before the date the nationwide permit
is modified or revoked, you will have twelve months from the date of the
modification or revocation to complete the activity under the present terms and
conditions of this nationwide permit.
Questions or comments may be addressed to David Baker in our Asheville
Regulatory office at [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosures
Pnnted on Recycled Paper
Copies Furnished (without enclosure):
r John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27687
r