19950371 Ver 1_Complete File_19950407

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
?EHNF?
April 7, 1995
Henderson County
DEM Project # 95371
APPROVAL of 401 Water Quality Certification
Mr. C. E. Dumas, Jr.
NC DOT
P. 0. Box 5189
Horse Shoe, N.C. 28742
FILE COPY
Dear Mr. Dumas:
You have our approval to place fill material in 0.09 acres of wetlands or waters for the purpose
of road maintenance at SR 1525, Oleta Road, as you described in your application dated 4 April 1995.
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 31 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,
O-AA
ston o d, Jr.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Feld Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
95371.1tr
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
fJEm4 95-5 7)

JAMES B. HUNT, 1R
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P.O. Box 5189
Horse Shoe, NC 28742
April 4,1995
401 ISSUED
Mr. Steve Chapin
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, NC 28801
SUBJECT: Proposed Culvert Extensions and
Proposed Rip Rap in Buffer Zone
SR 1525, Oleta Road
Henderson County
Dear Mr. Chapin,
R. SAMUEL HUNT III
SECRETARY
2
t5 ?
710
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 1525, Oleta Road, in Henderson County.
SR 1525 is a gravel road that we propose to clear, grub, grade, pave, and replace/extend pipes for a distance
of 1.62 miles. Grading will be moderate.
We are requesting permission to replace and extend pipes in live streams noted on plans at survey stations
31+25, 35+10, 36+70, 53+35, 55+15, 56+00, 71+20 and 76+40. Pipes will be replaced using our standard
method of pipe installation described in 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 also requesting permission to relocate a small stream that currently flows in the roadway ditch along
Sta. 75+50 Rt. - 75+90 Rt. This proposed channel change is necessary to widen the roadway to the right of
the proposed center line, away from Trout Waters as indicated in the enclosed erosion control plans.
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 an unnamed tributary of Tumblebug Creek alongside survey station ranges
43+25 - 44+80 Rt., and 75+10 - 75+70 Lt. We do not propose to disturb the fill slope alongside 43+25 Rt. -
44+80 Rt; however, we do propose to extend/replace a pipe in the Buffer Zone at Sta. 75+35 as indicated in
the erosion control plans. Due to steep creek bank side slopes and the erodible type of soil on this project,
we are requesting permission to place rip rap in the Buffer Zone alongside survey station ranges 76+25 Lt. -
77+80 Lt., 82+15 Lt. - 83+30 Lt., and 83+70 Lt. - 85+50 Lt. as indicated on the attached straight line diagram
and cross-sections. We are requesting that Mr. Richard Phillips, P.E. (DEHNR) approve our requests when
. 9

Mr. Steve Chapin
Page 2
April 3, 1995
he receives the required comments from Mr. E.L. 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 ofthis 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 Mr. David Yow, N.C. Wildlife Resources Commission, comment directly to Mr. Richard
Phillips, DEHNR, concerning the variance to work in the Trout Water Buffer Zone of the unnamed
tributary to Tumblebug 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 any further information is needed,
please contact me at 704/891-7911.
Sincerely Yours,
C.E. Dumas, Jr., EIT /
Assistant District Engineer
CEDfpn
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, DEM
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 441 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] ATTN: MR. JOHN DORNEY
Telephone [phone] •
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGTNEERS,
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
PLEASE PRINT.
1. Owners Name: 007-
2- Owners Address: !??. ?oX 199 gorse ?hoG, Al C.
3. Owners Phone Number (Home): (Work)-
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
J
79,
7 AZ-
5. Location of work (MUST ATTACH MAP). County::/ Ao?r7e7e S 0,* -7, -
-Nearest Town or City: • GYe r s o.-? d ??lc
Specific Loccaation'(Include road numbers, landmarks. etc.): :.7 a 7L7e i? rSe J6
1.,525 ctn Jk- 172Z C 1,1 -7t[G E4 s
6. Name of Closest StreamlRiver, 6 /e b u C•-e G k
7. Rivcr Basin: _ i T?/ ?e t7 U 17 r ? : /?, C / _
09
8. Is this project located in a watershed classified as(g? SA, HQW, ORW, WS I, or WS II? YES NO [
9. Have any Section 404 permits been previously'requested for use on this property? YES [ 1 NO [
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site.-. Q-09-
11. 0 9
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: 6.06
Drained:
Flooded.
Excavated. __D. 0 4 '
Total Impacted: 0. 09
7 ¢Z.
12. Description of proposed warY (Attach PL-ANS_8 1R" X 11" drawings only): W'¢?n SR /SZ ?-
07?, Qs 617e t.//7 C? .ca s
13. Purpose of proposed work: S G a S /2
14. State reasons why the applicant believes thatAbis activity myst be coed out in wetlands. Also, note measures
taken to r???;m;?r wetland impacts. ?« a a Cn
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. Dave you done so? YES
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. t NO [ )
.16. You are required to contact the State Historic Preservation Officer (SHPO . ) regarding the presence of c
histori
properties in the permit area which maybe affected by the proposed project? Have you done so? YES[- O NO j j
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information requited 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 project.
C. If delineation was perforzadd by a consultant, include all data sheers relevant to the placement of the
delineation line.
D. If a stormwater management plan is required - .
E. What is land use of surrounding prop"
F. If applicable, what is proposed method of sewage' Sall
M

------- EROSION _ CONTROL PLAN --
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF-HIGHWAYS
SECONDARY ROAD SURVEY
-------------------------------------------------------------------------
il?E?.JECT SR1525 (OLETA Ro.)
---=--------------------------------------------------------------------•
-OCAT I ON BEGIN AT THE END OF PAVEMENT ON •SR I SZS CONTINUE EAST ON
SRI S25 FOR 8550 Ft, To THE END of PROJECT
=------------------------------------------------------------------------
JORK TYPE
GRAD E, DRAT N , ABC.) PAVE, EROSION CONTROL.
-------------------------------------------
- =-
--K-O--RDE-R -------------------- ? PRIORITY
JOR-
G, 95217G - TEMP
X37 SU?'/RES,
--------------- 7---------------------------------------------------------
:OUNTY RIGHT OF WAY'
HENDERsorl 50
-------------------------------- ----------------------------------------
)ATE SCALE
? ? I DD
-------------------------------------------------------------------------
IOTES
W L9 ; e2'f .-6- 2s-2 > Q?-7 T --------------
RIGHTI OF WAY
,?. gIpI?UER PAV MENT SHOULDEJ DITCH
1/4" PEn.FT.
PER Fes-- I FE7i, 3 . /
LOCAL RESIDENTIAL ROAD
ST©C c-r A13C

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sip - t l t ,,.yt
`??• ?•??•,';'.'?.M ,. fit'.
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ZOSION CONTROL

%= DETAILS AND
SPECIFICATIONS

i } -

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Description
Symbol

<' ` p
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i PM a
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:245.03 Tempora
Silt Ditch
s
--------------------- ___-...__ ?o
.Temporary __
__
Diversion
N ________________________
_
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 KK ' TemporaryRock Silt Check Type-B
892.01 : Temporary Rock Sediment Dam Type-A
............
{ 892.02 B
___
1 ? -:Temporary Rock Sediment Dam Type-
%
897.01 :,. Rock Pipe Inlet Protection Type-A
897.02 kJ , Rock Pipe Inlet Protection Type-B °
894 Rock Silt Screen
.............................................
245.04 ; Stilling Basin.....--
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POLE DATA
NPN 61-03447
PROTECT --,5j'?-A ZS--------------- COUNTY ALLMZR?Q ----------------- __ Sheet ---- 1----- of-Z -
OWNER OF POLE LINE ---QU1/? ?c21d_JE?.fL__.
---------------------------------------

STATION
POLE DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT DIST. CENTER PROJECT
AFTER MOVING

NUMBER
LT.
RT.
LT.
RT.
LT.
RT. REMARKS
+ 3 W 45 MOVE POLF
$ c ' 2S' Jr

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POLE DATA
MPN 61-03447
PROJECT -,SRJ-`5-?,-S -------------- COUNTY H EA ?-7R-3Q t4 ---------------- Sheet ---? ---- of? _
OWNER OF POLE LINE --30IU-fA L.?1 ---i3c rL_----- --------------------------------------

STATION
POLE DIRT. ?ROM CENTER
PRClENT ROAD DIST. FROM CENTER
PROJECT DIET. CENTER PROJECT
AFTER MOVING

NUMBER
LT.
RT.
LT.
RT.
LT.
RT. REMARKS

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PIPE INSTALLATION
All pipe installed on the project will be installed using
the standard method of pipe installation - Method "A",
Standard No. 300.01B 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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TEMPORARY SLOPE DRAIN WITH EARTH BERM: 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 usiially 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 CRrmRIA:
• 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 (acresl inches
0.50 12
0.75 15
1.00 -' 18
>1.00 As Designed.

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March, 1992
PIPE OUTLET ENERGY DISIPATOR:
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 CRUERIA:
• ' 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.
Pipe Ou.Uet to Flat Area-
No Well-defined Channel
A A
do -- ?? w
Plan
L?
a 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
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June, 1992
w?
Pipe Outlet to Well-defined
Channel
Typical Section
Showing Proposed Work, Erosion Control - In Buffer Zone
Proposed
Slope
No grading to
be done on creek Buffer
side of existing Zone Existing
roadway. f ---? Slope
Trout
Stream 1 "
- I _
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.
. y
-DRIP-RAP PLACEMEAIT 4 S /N Di CAreD ON PL.4,,Vr.
41*
•

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 avail-
able, 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.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class 1 Rip Rap. Stone shall vary in weight from5 to 200 pounds.
At least 30 percent of the total weight of the rip rap shall be in
individual pieces weighing a minimum of 60 pounds each. Not more
than 10 percent of the total weight of the rip rap may be in individual
pieces weighing less than 15 pounds each. -
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„
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.

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTONOF July 10, 1995
Regulatory Branch
Action ID No. 199503200 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
Mr. C.E. Dumas, Jr.
State of North Carolina
Department of Transportation
Post Office Box 5189
Horse Shoe, North Carolina 28742
Dear Mr. Dumas:
Reference your April 4, 1995 application for Department of the Army (DA)
authorization to clear, grub, grade, pave, and widen along 1.62 miles of S.R.
1525 (Oleta R O.Th ar Dana, in Henderson Count y, North Carolina. As part of
the project, " ts will be replaced/extended and a live stream relocated
which is curr owing in a roadside ditch. As a result of the project,
approximately a of headwater stream channel will be impacted along
Tumblebug Cres project has been coordinated with the NC Wildlife
Resources Com(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. This
nationwide permit does not relieve you of the responsibility to obtain other
required State or local approval.
This verification will be valid for two years from the date of this
letter unless the nationwide authorization is modified, reissued or revoked.
Also, this verification will remain valid for the two years if, during that
period, the nationwide permit authorization is reissued without modification
or the activity complies with any subsequent modification of the nationwide
permit authorization. If during the two years, the nationwide permit
authorization expires or is suspended or revoked, or is modified, such that
the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced or are under contract to
commence, in reliance upon the nationwide permit, will remain authorized.
This is provided the activity is completed within twelve months of the date of"
the nationwide permit's expiration, modification or revocation.
Primed on ® Recycled Paper
-2-
Questions or comments may be addressed to Mr. Steve Chapin, Asheville
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
MCor. 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