19970383 Ver 1_COMPLETE FILE_19970502

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality

James B. Hunt. Jr.. Govemor
Jonathan B. Howes. Secretary
A. Preston Howard. Jr.. P.E.. Director

-AVA

DEHNR

May 12, 1997
Transylvania County
WQC 401 Project #970383

APPROV AL of 401 Water Quality Certification

Mr. JJ. Swain
Resident Engineer
N.C. Dept. of Transportation
P.O. Box 5189
Horse Shoe, NC 28742

Dear Mr. Swain:

You have our approval, in accordance with the attached conditions, to place fIll material in 0.01 acres of
wetlands or waters for the purpose of paving SR 1154, as you described in your application dated 25 April
1997. After reviewing your application, we have decided that this fIll is covered by General Water Quality
CertifIcation Number 3103. This CertifIcation allows you to use Nationwide Permit Number 14 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. 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 2H .0506 (h) (6) and (7). 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 including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
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 Off1ce of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certifIcation and its conditions
are [mal 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 Dorney at 919-733-1786.

Attachment

S~PV

cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Off1ce
Asheville DWQ Regional Office
Mr. John Dorney
Central Files

970383.1tr

Division of Water Quality · Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportun~y Affirmative Action Employer . 50% recycled/10% post consumer paper

Q70S

')

JAMES B, HUNT JR.
GOVERNOR

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
SECRETARY

910383

P.O, Box 5189
Horse Shoe, N.C 28742
April 25, 1997

4D11SSUEtJ

Mr. David Baker
U,S, Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, N,C 28801

SUBJECT:

SR 1154, Rainey Knob Road
Grading and Paving
Transylvania County

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Dear Mr. Baker,

Please find enclosed herewith erosion control plans, an application form for a Nationwide Permit, and a
county map section locating SR 1154, Rainey Knob Road, in Transylvania County. SR 1154 is a gravel
road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0,22 miles,
Grading will be moderate,

We are requesting permission to replace and extend pipes in live streams noted on plans at survey station
5+40, 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. Upon review for the Corps of
Engineers we are requesting that Mr. Davis 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.

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.

@

Me David Baker
April 25, 1997
Page 2

Your earliest consideration for this request would be appreciated. If any further information is needed,
please contact me or Me C. E, Dumas, Jr., Assistant District Engineer, at (704) 89 11.

JJS/CED/ng
attachment
cc: Me E.L. Ingle, Area Roadside Environmental Engineer
Me Eric Galamb, Water Quality Certification Unit, DEM
Me Mark Davis, District Fisheries Biologist, NCWRC
Me D, B, Allen, County Maintenance Engineer

'I

1 Q 0 ~ ~) ,,' ...
9 1-,,1:'1:0.' 0.,....,
DFY,IT): . q 1 ~, :~' , ' ACTION ID:
Nationwide Permit Requested (provide Nationwide Permit #):

~~OtiSSUEL

JOINT FORM FOR

Nationwide permits that require notification to the Corps orEngineers~ s .
Nationw:ide permits that require application for Section 401 certificatio~ ~ ~

WlLMINGTONDISTRICTENGINEER WATER QUALITY PLANNING .~ ~ ~
CORPS OF ENGINEERS DIVISION OF ENVIRONMENfAL MANAGEME.:'IT i ~ ;C \:;
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT. HEALTH. ~ ~ ~
P.O. Box 1890 AND NATURAL RESOURCES ~ I,
WIlmington, NC 28402-1890 P.O. Box 29535 u>
AnN: CESAW.CO-E Raleigh. NC 27626-0535
Telephone [phone] A'I'TN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COpy OF nIls' COMPLETED APPUCATION SHOULD 13E SENr TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. nrvIsloN OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.

NCDo'/
2. Owners Add~ss: RO. Bf) J( 5l 89, lI~r-s~ 0"A1't.... N.t,' 287 Ii '
3. Owners Phone Number (Home):" ,; (Work): (7tJ f) 89 / --79/ 'I

1. Owners Name:

4. If Applicable: Agent's name or responsible corporate official. address, phone number.

'jjj;S''!'';tl i!;' .-!:&.
- -'-. <,e~.s I ~ on:': - S,.e (- J a.6r,,,",

.

5. Location of work (MUST AITACH MAP). County: 7r--1U1 .5:/ IVdf,..,/1f.--
I
Nearest Town or City: '
Specific Location '(Include road ;1umbern, landmarks, etc.): _
Z I
, I .)
o 0 ' 6" ?
6. N orne of Closest StreamlRi vor: ..' 1'.' b<< . r . .. . ~ <' .f~. :: .~ k, ,. R.' 0/ u".
7. River Basin: I-!cv'5(-lJt:l.-Sh,rr:~ k,'''/er- ~_ ~
, I u~~
8. Is this project located in a watershed classified 9....:..~A, HQW, ORW. WS I, or WS II? YES ~ NO ( ]
9. Have any Section 404 permits ~en previously 'requested for'use on this property? YES {~ NO ( ]
If yr;s, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 0, D I (?( yes

11. Number of acres of waters of the U .5.. including wetlands. impacted by the propos~d project:
'J '

13. Purpose of proposed work: S ~ e /2,

14. Stale reasons why the applicant believes th
taken to minimize wetland impa'cts. '~4..

15. You are required to contact the U.S. Fish and Wlldlife Service (USF\V'S) and/or National Miuine,F13heries Service
(NMFS) regarding the presence: or any F~erally listed or proposed for listing endangered or thre.atened species or critical
habitat in the pennit area that may be affected by the proposed projcct. Have you don~ so? YES (~ NO ( )

RESPONSES FROM TIm USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.

16. You are required to contact the State HistOric Preservation Officer (SHPO) regarding the presenc~ 9f historic
properties in the pennit area which may be affected by the proposed project? Have you done so? YES ['-1' NO ( J
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 propeny.

B. Ii available. representative photograph of wc:tl.ands, to be impacted by proje.c~

C. If delineation was performed by a consultant. include all data :sheetS relevant to the placement of the
. delineation line.

D. If a slonnw.ter management plan Is reqllircd for this PJOi%. attach copy.

- E. What is land use of surrounding property? Re> ~,'&n ,-J

F. If appli~ab]e, what is proposed method of sewage disposal? 11

..

&F<:oS /01'1 C~NrR~L
PLA NS

NORTH CAROLINA DEPARTNfENT OF TRANSPORTATION
DIVISION OF fllGHW A YS
SECONDARY ROAD SURVEY

SUBJECT SR 1154 t RA-'NEY k/'JDB !?DA-D)

LOCATION BE6uv A-T mE INTEilSE.CT/t>N OF SIC II 5Z AND SlZ 1/54 ~ND Ci:J^"I!IIVE I.AI A-N
SoVT1lEl!L1' DIIZEcr/IJ.N Fo~ A- 7O-rA-L DI'STANCE OF ?/50' FEE/ 10 -rHE ENb e>F THE
P/Zo'J eCl.

WORK TYPE
GRADEl DlZA-nJ,I A-BC. I PA-vE A-Nb EE/JSION CtJNT/Z.oL.
WORK ORDER ro.00Z090 (TEMP.) PRIORITY 27 5ue/KES.

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COUNTY
TRItNSYLVA-NIA

RIGill OF WAY

45/

DATE /2.//9/90
NOTES

SCALE

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896.03

EROSION CONTROL
DETAILS AND
SPECIFICATIONS

.Description Symbol
. let O' . tor 000
Pipe M ISSlpa ........................... gooooo
Temporary Silt Ditch ~.......'....................... -1'$0-
Temporary Diversion ............................. '_ TO _ ___
Temporary Silt Fence ...................... '111 III --------
Temporary Slope Drain with Earth Berm .......... I~--':::
S~1t Bas~n Type A................................. B __:-________-:
Silt BaSin Type B ........................................... D, ___
Temporary Rock Silt Check Type-A ..........~ ___~__~____
Temporary Rock Silt Check Type-B ............ ~ ____________
Temporary Rock Sediment Dam Type-A ..~......... ~ ___
Tempor~ry Rock Sedin:ent Dam Type-B... C) -----------,
Rock Pipe Inlet Protection ................~'.~............. Uo: ___
Rock Silt Screen ........................:................ ~ __:~.;~..._____
Stilling Basin ............... ......................... ............. ~ ___.:_

Rock Inlet Protection:
Typ~ A ............................... A [j.. OR .. A] _____

Type B............................... B [j.. OR .. B ] _____

Type C ............................... C [j.: OR .. C] ----
Rip Rap Class liB" .. . . . . .. . . . . . : .. 88888
Ditch Liner Class "A" ............ x x x "',
'!.xx

Note: :r~ B Silt Basins will be used in cmjunction with tJ. TerpJrary Rock Silt Oa:k -
t~ B mless otherwise sp:.>cified. ,

, SILT BASIN TYPE-B:

D

A silt basin typ'e-B is a tempor?IY 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 slo~v
down water flow. Tbis de.vice 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 conjunctio~ with temporary rock"silt checks and other devices used in
drainage ditches. .

DESIGN CRITERIA: '

. See Silt Basin Sizes Typical.

.
.

23

March, 1992

Silt Basin Sizes

Length of Disturbed Area 100'

Silt Basin - 1
(S.B. 7)

21

Length of Disturbed Area 200'

Silt Basin - 2
(S.B. 14)

Length of Disturbed Area 300'

21

Silt Basin - 3
(S.B. 21)

Length of Disturbed Area = 400'

'".'

Silt Basin - 4
(S.B. 28)

*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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STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVIST~~ OF HIGHWAYS
R,' IGH, N.C.

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TEMPORARY ROCK SILT CHECK TYPE 'B'

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SECTION 1042
RIP RAP MATERIALS

1042-1 PLAIN RIP RAP.

Ston~ for plain rip rap shall consist of field stone or rough unhewn quany stone. The
stone shall be sourid, 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 ~e Engineer. However, the use. of broken concrete which contains
reinforcing steel will not be permitted.
All sto~e 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
clas" 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.

PIPE INST ALLA nON

All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard No. 300.01 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", July, 1995. 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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STATE OF
NORTH CAROLINA
DEPT, OF TRANSPORTATION
DIVISION OF HIGHWAYS
F C:IGH, N,C,

ENGLISH STANDARD DRAWING FOR
GUIDE FOR RIP RAP AT PIPE OUTLETS

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