19950049 Ver 1_Complete File_19950119

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., RE., Director
January 19, 1995
Transylvania County
DEM Project # 95049
APPROVAL of 401 Water Quality Certification
Mr. J.J. Swain
District Engineer
NC DOT
P.O. Box 5189
Horse Shoe, N.C. 28742
Dear Mr. Swain:
1-
f ij n1
You have our approval to place fill material in 0.17 acres of wetlands or waters for the purpose
of road maintenance at SR 1143, Frozen Creek Road, as you described in your application dated
10 January 1994. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 2735. This certification allows you to use General Permit
Number 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 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 Domey at 919-733-1786.
Sincerely,
OP ston Howard, J . E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
95049.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 5096 recycled/ 1 C% post-consumor paper
?° r A
40'I ISSUED
STATE OF NORTH CAROLINA
DEPAPUMENT OF TRANSPORTATION
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT I I I
GOVERNOR SECRETARY
P.O. Box 5189
Horsy Shoe, N.C. 28742
January 10, 1995
Transvlvania County
Mr. David Baker
U.S. Army Corps of Engineers
37 Batterv Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
SUBJECT: SR 1143, Frozen Creek Road
Grading and Paving
Dear Mr. Baker,
RECEIVED
'JAN 1 01995
EWIROM'ENTAL SCIENCES
BRANCH
I am attaching a straight line diagram with erosion control plans, an application form for a N ationevide
Permit, and a county map section locating SP. 1143, Frozen Creek Road in Transylvania County.
SR 1143 is a gravel road that we propose to clear, grub, grade, pave, and replace/extend pipes for a distance
of 3.2 miles. Grading will be moderate.
We are requesting permission to replace and extend pipes in live streams noted on plans at survey stations
5+00 18+00 19+70 22+40 26+40 44+30 48+00 64+34 68+80 73+00 90+50 98+85 140+50 and
145+55. Pipes will be replaced using our standard method of pipe installation described in the erosion
control plans. NCDOT Best \lanaaement Practices and proper phasing of erosion control items will be
used to mirdmiz: and control sedimentation and erosion.
By copy of this letter to fir. Richard Phillips, P.E. (DEHNR) we are requesting a variance to work in the
Trout Water Buffer Zone of Frozen Creek alongside survey station ranges 0+00 - 2+50 Lt., 8+50 - 14+25 Lt.,
18+50 - 19+75 Lt., 21+00 - 22+40 Rt., 22+40 - 26+40 Lt., 26+40 - 35+50 Rt., 77+50 - 81+00 Rt, and
Toxaway Creek alongside the station range 148+35 - 154+00 Rt. Please note that we do not propose to
disturb fill slopes on the creek side in these locations as indicated by the Buffer Zone Area - Typical Section
in the erosion control plans. We are requesting that Nfr. Phillips approve our request for said variance when
he recieves the required comments from Mr. E.L. Ingle, Area Roadside Environmental Engineer, and Mr.
David Yow, N.C. Wildlife Resources Commision.

Mr. David Baker
PaL,e 2
January 10, 1995
Due to a steep (approximately 0.25:1) rock embankment left of station 43+00 - station 51+00 we are
requesting permission to relocate the channel of Frozen Creek alongside stations 47+75 - 50+75. A straight
line type plan diagram, cross - sections, plan of work, and temporary stream crossing diagram are attached.
The proposed channel is a nine (9) foot base trapezoidal channel, with 1.5:1 side slopes lined with N.C.DOT
Class I Rip Rap to a vertical depth of three (3.0) feet to accomodate the 10 year flood. The existirng stream
gradient of 19° o will remain the same in the proposed channel.
By copy of this letter, we are asking Mr. David Yow, N.C. Wildlife Resources Commision, to comment
directly to the Corps of Engineers concerning the Nationwide Permit request. Upon review for the Corps of
Engineers we are requesting that Nlr. 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 are also requesting, by copy of this letter, that Mr. Ed Ingle, Area Roadside Environmental Engineer
(NCDOT), and dlr. David Yow, N.C. Wildlife Resources Commision comment directly to Mr. Richard
Phillips, DEHNR, concerning the variance to work in the Trout Water Buffer Zone of Frozen Creek and
Toxaway Creek.
also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is being
requested from dir. Eric Galamb, Division of Em-irorunental Management.
Your earliest consideration for this request would be appreciated. If any further information is needed,
please advise.
Sincerely urs,
C.E. Dumas, Jr., EIT
Assistant District Enaineer
attachment
cc: Mr. Richard Phillips, P.E. , Regional Engineer DEHNR
Mr. E.L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEXI
Mr. David Yow, District Fisheries Biologist, NCWRC
DEM m: 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 MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH

P.O. Box 1890 ,
AND NATURAL RESOURCES
Wilmington, NC 28402-1890 P.O. Box 29535
ATTN: CESAW CO-E Raleigh, NC 27626-0535
Telephone [phone] AI'IN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS

SEVEN (7) COPIES SHOULD BE SENT TO .
THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT

PLEASE PRINT. .
1. Owners Name: Al C. a r /? o a ?s e r
2. Owners Address:: 130 /B9 f71rso VL,,,,. IV. r- 7/S
3. Owners Phone Number (Home): (Work): 26 f) 891 - 79//
4. If Applicable: Agent's name or responsible corporate official. address, phone number:
2B 7 ¢Z
5. Location of work (MUST ATTACH MAP). County: 7r4rls,?w.crr, a
Nearest Town or City: RC SM a i7
Specific Location'(Include road numbers, Iaadmarks, etc.):_ 7-11e Pro/et c 7G heo : n s 8000 v4ce l- I.
t`17e e ?,'sf.?4 end ha 71??P
l! rse cT o/7 o sib //Os ar74l ee o? 3.Z.y.'.
6. Name of Closest StrrarnlRiver. __`ro frn Urge & T Xa w g y
7. River Basin: 76 Xa ,?a R. ve r
8. Is this project located in a watershed classified as rout, A, HQW, ORW, WS I, or WS II? YES [T NO [
9. Have any Section 404 permits been previously'requested for use on this property? YES (] NO H-
If yes. explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: , 17
I1. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: U. /
Drained:
Flooded:
Excavated:
Total Impacted: U, 17
12. Description of proposed work (Attach PLANS-8 12" X 11" drawings only). Gear r7,?U 6 r-'
a a?eore lee S 4 e/ r? o all an e
S ?re
13. Purpose of proposed work: r '? vL
r
r
lL? ?G? i 0/J? 4/711 /?G OCa-/i D/7 /Us7 r?i?'e ! / O!! ?S'C G 4 4 1
c r? en)Ls,
14. State reasons why the applicant believes that this?c tivity ust be carried out in wetlands. A] so. note measures
taken to mftdraize wetland impacts. cFp P ,t?llff f--7
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National M=`ne,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? YES [ -? NO [ ]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16, You are required to contact the State Histbric 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
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 property.
B. If available, representative photograph of wetlands to be impacted by projecL
C. If delineation was perfotmcd 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 to'
Jec
t, attach copy.
E. What is land use of surrounding property? lN00:?
F. If applicable, what is proposed method of sewage disposal? _ ?.
Stature
1 1d Ss
Date
a-

NORTH CAROLINA DEPARThIENT OF TRANSPORTATIOf.I
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
-----------------------------
3UR•JECT SR1143 CFROZEN CRK. RD.)
I-------- ----------------------------------------------------------
,LOCATION BEGIN 8WO Ft, FROM THE END OF PAVEJAENT ON SR 1143. CONTINUE SOUTH
ON sR1143 FDR 1L,900 Ft. To SIR1139 E?ID OF PRD)EC77.
.------------------------------------------------------------------------•
WORK TYPE
GRAbE,DRAIN/ABC,PAVE, 1=ROSIOM CONTROL,
•---------------------------------------------------------------
WORK ORDER PRIORITY ---------
G.DOZ090 -TEMP. 2 F - RURAL
•------------------------------------- -----------
000NTY ------------------
TRANSYLVANIA RIGHT OF WAY
5D
-------------------------------------------------------------------------
DATE SCALE
8-5-94 I%.IOD
----------------------------------------=-------------------------=-
NOTES ---
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J
I . i
RIGHT aF WAY
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1"FEpF?- 1/4" PEIi.Fi: ?I„FER F-C P
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245 03.x; ._.Temporary Silt Ditch
245.05,'_ '. ? Temporary Diversion
.............................
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893.01.`--, Temporary Silt Fence 0g4-Ag-Y env ill HI-_
:890.05:':N Temporary Slope Drain with Earth Berm ----_---- E- f-
245 01 Silt Basin Type A __--
245 02 Silt Basin Type BG<,J.G! n?s?If?'z13? . 3
892 04 Temporary Rock Silt Check Type-A
`:'Temporary. Silt Check Type-B
892.01 Temporary Rock Sediment Dam Type-A
892 02 Temporary Rock Sediment Dam Type-B ---
1. 7,5
897 01 Rock Pipe: Inlet Protection Type-A ?%
...........
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897 02 r Rock Pipe Inlet Protection Type-B
_ ..........
894 01 Rock Silt Screen ---______
245 041 Stilling Basin -••------•--------•---_---•------_--
------------------------------------------
LE?j
Rock Inlet Protection:
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896 01 Type A ....._....-•------------------- A ? - OR
896.02 Type B B -- OR -- B
------------------------•---- ?
896.03 Type C ............................... C ? ' OR
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Rip-Rap Class 13
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R'pRAP TIE IN OF
/--EYISTlNC? STREAM -'
PRoposED CHANNEL
VE IN rO 910SrIN6-1
CHANNEL ggNl< STA 17t 75'
NOTE : SEE CNANNEL ,QELOC,4 r/on1 C,ROSS-
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Channel Location
Plan of Work
Phase I - A temporary stream crossing at station 48+50 is to be constructed to allow stockpiling of rip rap
for channel lining (see Stream Crossing Diagram).
Phase II - Excavation of the 'proposed channel will begin at the downstream tie in - survey station 50+75.
Material will be removed by pulling it away from the existing channel. Upon completion of the
tie in, rip rap protection will be added.
Excavation will then continue toward the upstream tie in at survey station 47+75 with rip rap
being placed as the channel is excavated. Water will be diverted upon completion of excavation
and rip rap placement.
After water is diverted to the new channel, the old channel will be back-filled.
Additional erosion control measures will be added at the downstream tie in as necessary to allow
any seepage which may occur to settle before entering the stream.

17-
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Fj 4-,
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
TEMPORARY SLOPE DRAIN WITH EARTH BERM: E- E---
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 CRITERIA:
• 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

P

SILT BASIN TYPE-B:

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 CRUERIA:
• 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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28 March, 1992

PIPE OUTLET ENERGY DISIPA'rOIt:
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 requir6ments of section 1056 of Standard Specifications for
Roads and Structures, January 1, 1990, for type H filter fabric.
Pipe Outlet to Flat Area-
No Well-defined Channel
do A --- ?QPIan
w L?
t7i?J YDIllltt?t
Section AA
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
L
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Filter Fabric or
Gravel Layer
46a June, 1992
Pipe Outlet to Well-defined
Channel
a?
SPECIAL ROCK TOE ENiBANKt1IENT FILL SECTION:.
On projects where fill material must be placed in a Buffer Zone, it must be built with a rock toe
embankment. Fill should then be placed behind the rock embankment such that no earth mater-
ial is directly exposed to the buffer zone area. The rock must extend up the slope so that the
entire slope is plated with the stone. This procedure shall be implemented in the sequence as
outlined in the detail shown below
Sequence for Building Special Rock Toe Embankment Fill
46b June, 1992
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DEPARTMENT OF THE ARMY X
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890 5U°
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO "f
ATTENTION OF
May 31, 1995
Regulatory Branch
Action ID No. 199502866 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 application of April 3, 1995, for Department of the Army (DA)
authorization to replace and/or extend several culverts in unnamed trib ries
to Toxaway and Frozen Creeks and to relocate a segment of Toxawa a in
conjunction with the upgrading of SR 1143, Frozen Creek Road, ear Rosm n,
Transylvania County, North Carolina. The project will impact less i?han 1/3 a re
of Waters of the United States. The proposal has been reviewe? the N th
Carolina Wildlife Resources Commission (WRC).
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal Register
on November 22, 1991, 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 April 19, 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
Pnniod on Rocycled Papor
4w, - "%
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Enclosures:
Copies Furnished (without enclosure):
Mr. 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 27607
NC Wildlife Resources Commission
David Yow
57 Hilltop Road
Asheville, North Carolina 28803