19970379 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

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DEHNR

May 12, 1997
Transylvania County
WQC 401 Project #970379

APPROVAL of 401 Water Quality Certification

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

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Dear Mr. Swain:

You have our approval, in accordance with the attached conditions, to place ml material in 0.01 acres of
wetlands or waters for the purpose of paving SR 1203, 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 Pennit 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 mls 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
penn its before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stonnwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying 404 or CAMA pennit 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 confonns to C~3pter 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 fmal 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

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

970379.ltr

Division of Water Quality . Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer . 50% recycled/1 0% post consumer paper

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JAMES B. HUNT JR.
GOVERNOR

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

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

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

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SUBJECT:

SR 1203, Orr 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 1203, Orr Road, in Transylvania County. SR 1203 is a gravel road that
we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0,27 miles. Grading
will be moderate.

We are requesting permission to replace and extend pipes in live streams noted on plans at survey station
8+25. 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.

<>>

Mr. David Baker
April 25, 1997
Page 2

~{fJ1 ISSUEL

Your earliest consideration for this request would be appreciated, If any further information is needed,
please contact me or Mr. C. E, Dumas, Jr., Assistant District Engineer, at (704) 82 - 911.

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

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970379

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OEM ID:

ACTION ID;

Nationwide Pennit Requested (provide Nationwide Permit #):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationw:ide permits that require application for Section 401 certification 'i :ill:

\VU.MINGTON DISTRICT ENGINEER WATER QUALITY PLANNING ~ ~ ~
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEME.Vf ,~c:::.? ~
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH. : ~ ~ '0
W~~~~~~C 28402-1890 ~B~~~RESOURCES, . ~~ ~
ATTN: CESAW.CO-E Raleigh, NC 27626-0535 401ISSLLEC' ~ .
Telephone [phone] ATI'N: MR. JOHN DORNEY ,'" (f>
Telephone [phone]
ONE (1) COpy OF TInS' COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DrvISION OF ENVIRONMENT.AJ... MANAGEMENT.
PLEASE PRINT.
1. Owners Name: N C DO I
2. Owners Address: po, Sf) X' '7189, i!oys e Sho-e, N C- 28 742-
3. Owners Phone Number (Home): " , (Work): 0r{)~)I- 7?/ / "

4. If ~P~~~:;',S, n~~ ~s~?;:;e corporate official. address, Phon~ number:

/1~;!>s J'/-%c;', - .s:.:.. 1- 3 a;~~''''

5. Location of work (MUST AITACH MAP). County: -Y;-t?4..:J'i/ / vl2;J /-=--

Nearest Town or City:. ;; ():5/77 4/7 /

Spe<:ific Loc:tiOn(Include road numbe",.landmllt~: etc.): (5'1';7. ,,/ /1'5.. 'Ah~ "''''-1'''7 ,,/,
5RL/2:;> art) S,R /ZtJ'3 a"'/CtlI'1.J"1u~ n1 4- s.....Il'/A~Y'r d"''?r ,401"7 hr ~

ro a.- ' 1- $. / 0 M e '~,? {'). n I _

6. Nam~ of Closest StreamlRiver. hI' b. ro {yen c r~l#.c1 R /l/t'".--

7. River Basin: ' r;~nc;'8Tl'ttcl f(,'lIt'Y

8. 'Is this project located in a wate~hed classified a9 SA, HQW.~RW. WS I, or WS II? YES [c.y' NO [ ]

9. Have any Section 404 permits been previously 'requested for"use on this property? YES {. ] NO [t-f'"

If yes. explain.
,

10. Estimated total number of acres of waters of the U.S., including wetlands, located on project si'tei?" tJ I Ii' l' r~ S

11., Number of acres of waters of the U.S.. including wetlands. impacted by the proposed project:
'J '

F1lkd: 0, D I

Drained:
Flooded:

Excavated:
Total Impacted: 0, 0 /

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13. Purpose of proposed work: S; e. 12

taken to minimize wetland impacts. ,

USt be ~arrled out in, wetlands. Also. note measures
$

15. You are required to contact the U.S. Fish and Wlldlife Service (USFWS) and/or National Miuine,F1Sheries Servi~
(NMFS) regarding the presence or any Federally listed orpropo~d for listing endangered or th.reatened spec~r critical
habitat in the pennit area that may be aff~ted by the proposed projc:(t. Have you don~ so? , YES (-r NO [ )

RESPONSES FROM TIlE 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 ( )
RESPONSE FROM TIlE 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 impac~d by projec!-

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

D. If a stonnwater management plan is required for this project., attach co y.

- E. What is land use of surrounding property? ~,r::z-- . .,' "it-

F. If applicable, what is proposed method of scwa~/'Jfj I

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PLANS

NORTH CAROLINA DEPARTIvIENT OF TRANSPORTATION
DIVISION OF mGHW A YS
SECONDARY ROAD SURVEY

SUBJECT SR 1203 ( D~T2 l2oA-D ), .
LOCATION BEG/lJ A---r Tfle I/II7PJ!:SEcr/IJAJ ~~ 5/2 //Zq A-/'tJD SIZ 1203 A-JJb CoAl/IA/VE III A-
Sou-rHE2.L Y DI/2.EcTN),J Foil A- TtTTAl Dr5-rA-NC';: OF '/135' FEET To /HE E/'ID OF
THE Pllo:JECr.
WORK TYPE CrI2ADe, DIlA-IN/ .4BC./
PA-'{E MlJ ERbSto/'l ~AlTEbL
WORK ORDER cO. 002tAD (TEMP.) , , PRIORITY
Zq SuB/RES.
COUNTY RIGHT OF WAY
--rt.A-/'JS Y LY AN I A 461
DATE 11//8/9ftJ SCALE H
/ = 100'
NOTES

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SR. 1203

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EROSION CONTROL
DETAILS AND
SPECIFICATIONS

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.Description Symbol
000
Pipe Outlet Dissipater ........................... ~ooooo
Temporary Silt Ditch ~............................... -TSO-
Temporary Diversion ............................. '_ TO _ ___
Temporary Silt Fence ...................... 'III III --------
Temporary Slope Drain with Earth Berm .......... I~--~
Silt Basin Type A................................. -0 --:----------:
Silt Basin Type B .........._.,............................... D, ---
Temporary Rock Silt Check Type-A .......... ~ ___~__~____
Temporary Rock Silt Check Type-B ............ ~ ____________
Temporary Ro~k Sediment Dam Type-A ..~......... ~ ___
Tempor~ry Rock Sedi~ent Dam Typ~B... C) -----------
Rock Pipe 'Inlet Protection ...........;.....'.~............. Uo: ___
Rock Silt Screen ........................:..~............. J __:~o;~:_____
Stilling Basin ..................................................... ~ ---,;-

Rock Inlet Protection:
Typ~ A ............................... A EJ.. OR .. A] ___00

Type B ......-........................ B EJ.. OR .. B ) _____

Type C .....................-......... C EJ.: OR .. C] ----
Rip Rap Class "BlI .. .. . . .. ... .. ~ .. gg8g8
Di tch Liner Class "All .. .. .. .. .. .. x)( x "
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Note: ~ype B Silt Basins will be used in coojunctioo with A T8T{XJrary Rock Silt ~k -
Type B t.D11ess otherwise sp;cified.

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Length of Disturbed Area = 100'

Silt Basin - 1
(S.B. 7)

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Length of Disturbed Area 200'

Silt Basin - 2
(S.B. 14)

Length of Disturbed Area = 300'

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
DIVISTA~ 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.

Stone 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
Dr 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 pennitted.
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
cla~c; 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 fWl1ished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified.

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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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NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
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