19990366 Ver 1_Complete File_19990419

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 ? •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 23, 19992
Haywood County
DWQ Project # 990366
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. C.R. Styles
N.C. DOT
P.O.Box 250
Bryson City N.C. 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.0002
acres of wetlands or waters for the purpose of improving SR 1888 at, as you described in your application dated 1 April, 1999.
After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3108.
This certification allows you to use Nationwide Permit Number 26 when the Corps of Engineers issues it. 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 Water shed regulations. This approval will expire when
the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If
you change your project, you must notify us and you may be required to send us a new application.. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. 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 and any additional conditions listed below.
1. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds (T 15A: 04b .0024).
An condition is that a final, written stormwater plan including a wet detention basin must be approved by DWQ before wetland (or
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 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 Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Dorsey at 919-733-1786.
SiFely,
Stevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
John Domey
Central Files
990366.Itr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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SLAII? oi: N(mIiI ('\ IZ() I INA
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DCPARTMLNT OF'IRA NSI'ORTATION
JAMES B. IIUN'I' JR. E. NORRIS 'I'OLSON
GovERNOR
April 1, 1999
SUCRI? I ARY
Haywood County
SR 1888
Mr. Eric Galamb
Water Quality Certification Unit, DWQ
P. O. Box 29535
Raleigh, NC 27626-0535
Dear Mr. Galamb:
The North Carolina Department of l ransporl?Itioii is proposing to grade, drain, base
and pave primarily; along the existing roadway of SR 1888, Pisgah Creek Road in Haywood
County. In order to construct this project in accordance with our current secondary road
standards and duq to the replacement and extension of one (1) pipe culvert in an unnamed
tributary of Pisgali,-Creek (DEM Class WS-III, Tr), we are iecluesling authorization under
Section 401 of the Clean Water Act.
am sending a straight-line diagram with our proposed erosion control and
construction limits at various sites along this project. In w1dilion, a typical section of the road,
drawings for the pipe replacement and extension in the unnamed tributary of Pisgah Creek,
general notes and standards on erosion control measures, and a marked County Map are
enclosed. We propose to install the new culvert slightly below [fie existing stream bed elevation
where bedrock is not encountered to minimize impact to Wildlife habitat and allow the existing
stream gradient to remain as unchanged as physically possible.
The best management practices will be used to nlinilnize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control measures daily
to ensure sedimentation and erosion controls are being effectively controlled. If the planned
devices are not functioning as intended, they will inunedialely be replaced with better devices.
The silt fences and other erosion control devices will he in place prior to pipe construction and
will remain in place until the project is stabilized.
P.O. Box 250. ISr.son ('its. iN( ?S-1 ( I'I mnc (`I?`I) 488-2111
*-4
Mr. Eric Galamb
Page 2
April 1, 1999
We would like to begin construction as soon as possible. If further information is
required, please advise. Your early review and considel;ilion will be appreciated.
Yours truly,
c,es-f111?, `? ?'
C R. Styles. h. F
District Fn(iineer
CRS:sd
atta.
cc: Mr. Richard Philips, P. E., Regional Engineer M"NR
Mr. F. D. Martin, P. E., Division Engineer
11.0. Box 250, Ilr. snn ( 11.%, N(' 28-71 ( Himic [phone]
Y j
WXQ 11): Co It I'S A(. I ION ID:
NA.TION\VIDE PERMIT REQUESTED (1'11,) VIM--- N,1 IIO(•)\VIDE PERMIT N)
PRE-CONSTRU("I'li )N No 1-I I' 11 A 1A()N APPLICATION
FOIL N/\ IIONWIDE PI?IZNII IS HIM I(I:Q(11R1:
1. NO1'11;ICA ZION 10 I IIF ('Old's ()I I (J( II11 I I?';
2. APPLICATION FOR SF,(: I ION •Iol ('I:R 111 WA I 1()H
.3. COORDINATION WI 111 1111', N(' DI1 IS101) )I OAS I AL NIAIJ/\(;I:f\ll;N F
SI';NU Till{ ORWINAL AND (1) COI'1' (?1 I IIIS ('OI\II'I,I I P D I OIi111 10'1111? AI'1'IMPRIA]E 1,11,,1,1)
UI I ICE Of 'I'f1E C01t1'S 0I' ENGINEERS (SI%I? ,\GI?N( l' :\DI)I(IsSSES SIIEE'I ). SEVEN (7) COPIES
MUST. 13E SENT TO TILE NC DIVISION OF WA I Fl( QIJAL.I I Y, A ITN: JOHN DORNEY, 4401 REEDY
CREEK ROAD, RALEIGII, NC 27607. PLEAS1i-PIUN I,
1. OWNER'S NAME: NC D01• - Uisb-ict_Engineer; C. R. Styles, P.E.
2. MAILING ADDRESS: P.U. Draftier 25U-_
S1 11 I D I V I S I O N N A N l l i: N /A
('ITyY: Bryson City----- _zlP cO) i:: 28713
I'I(OJI:CT LOC:A FION ADDRESS, IN(I I1DIN(; SI IIII)I\'T`,I( )1; NAME (IF DIFFFRFN F FRONT
NIAII.IN(iAl)I)I(IiSSi\IIO\/li) A ?-
.I. I FITPII)NI: NI INIIII:.R (\\'( )Rh
? - (nzli? - n?=zi?i --
-
4. 11: AITLICA131,F: A(;I:N I-S NANII? OI? I?I;SPONS III1 I (i)PP( )RA I F_ 01.1 I(.IAI., ADDRESS,
PHONE NUMBF-R: Sane as above H I
5. LOCATION OF WORK (PROVIDE A NIAP, I'I(1:11.It;\Itl 1' \ ('OI'Y OF (JSGS TOP0GRAIllII(-
MAPOR AFRIAI PIIOFOGRAPHY \VI I If S(_',\I.I.-)
COUNTY: ?,? NI.ARI:S I I (M N OR C1-1Y:
LOCATION (INCLUDE ROAD
NIIM[3EItS, LANDMARKS, /S L. t r! Lti - - - --
I_.
(r. Itill'ACIIiUORNI:ARIi51SIl(I:/\M/I(IVi?.I( /'ICI ?i)(Ir,r!)?'?( _?I:...??, lC.r,?_?'f,? i? iC;'( ?,r-????c

7. (a) IS PROJECT LOCATED NFAH OVA I'I:R CI"ASSII7IED AS TROUT, TIDAL SALT'WA"t'ER, (SA),
IEIGII QUALITY WATERS (m ,m'), (m IS FANDIN(i RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I 0R " S-II)? YTS ?? NO (_) It' ti'I:S, EXPLAIN:
(b) IS THE PROJECT LOCH 11.0 WI I IIIN A N(M III CAROLINA DIVISION OE COASTAL
MANAGEMENT AREA 01 I N? IItON?II:Ifl:11. CONCERN (AEC)? YES(-] NO x
[cj IF TILE PROJECT IS LOCA I FD WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL. COIINI•IES), WHA 1 IS TI II: LAND IISI: PLAN (LIJP) DESIGNATION?
B. (a) HAVE ANY SECTION •111.1 I'I:RMI I'S BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT'? YES No' I1? YFS, PROVIDE ACTION I.D. NIIIvIBER OF PREVIOUS
PERMIT AND ANY AI)Dfff(?N:11 IITORMIA'I ION (IN(-LI)DE- IIIIOTOCOPY 0140 CERTIFICA'I10N):
(b) ARE ADDITIONAL I'I•R(,II I IZFQM;SIS FOR THIS PROPERTY IN "1'111:
I I l fl1Rl:? 1'I:S I _I NO II N+S, I)I:'WItllW AH I'I(.'IIIATI:) WORK:
-------------
(a) ESTINIATI-I) TOTAI NI NIBITS OFACIUS IN TRACT OF LAND: -?
(b) ESTIMA I'ED TOTAL. HM111FIZ OI A('RES ()I. 1VI TLANDS LO(,,?TED ON PROJECT SITF:Y/l
I(1 (a) NIJNII11;It 01: ACIZF,S )I' W1; 11.;1NDS Ihll(' IT 13Y TI IE 1'ROPOSE1) PROJECT BY.
FILLING: EXCAVA HON:
FLOODING: Ol'l ll:lt : - - --
------------
DRAINAGE : I l''AL ACIZES FO BE IMPACTED:
(b) (I) S MI:ANI CI IANNI I I O BI: I<\II':1(" I I:I) B1' "I I IE 1'ROI'0SE1.) PROIEC"I (II
RELOGA1 E:D, PIMVIDE DIS 1 ;1 WI: IM I'll BEFORE AND AFTER RELOCATION:
I:N(J I II I11:FOR1:: _- ___ I I' AI? I I:It:
1VID I I1 111:1:010: (basc-d un nuiiii,il high caaicc c:uiiloo r:):
W11)I'II AFTER:
AVERAGI: DFP"I"II BEFORE: FT AFTFR:
Fl'
1 _.
.1 1
(b) (2) STREAM CHANNEL INII'ACTS WILL IZI:SI il.l' FROM: (CHECK ALL 'MIA"I' AI'I'Ll')
OPEN CHANNEL RELOCATION: I'I.ACI•AMFN I 'OF PIPE IN CHANNEL: F
CHANNEL EXCAVATION: CONS I RI I(' I I()rJ (.)F A DANVFLOODING: _
OTIIER:
11. IF CONS'TRUC'I*ION OF A POND IS I'ltOI'OSED, %k'll,\11`; 1111: SIZE OF 111E "'ATERSHED
DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE ARI.-A? II/A
12. DESCRIP ION OF PROPOSED WORK INCLUDING DIS( I ISSION OF FYPE OF NIF•.CIIANI('Al.
EQUIPMENTTO BE USED? (A'ITACIE PLANS: 8'/2" BY 11" I)PAWINUS
ONLY): To widen and pave SR jf?fJLz) to meet current IICUUI Standards by use of track hoes,
bulldozers, dlalptrucks, back hoes, manual labor, etc.
13. PURPOSE, OF PROPOSED WORK: Salve as aline in 1 12
14. S I A fF REASONS WIIY IT IS BELIEVED I IIA I I IIIS A( I IVI IY MUS F BF CARRIED OU FIN
WETLANDS ( INCLUDE ANY MEASURES TAKEN -10 MININIfil: WE I'LAND IMPACTS)
To gain t13e needed width to build SR 1(?}?j3 to NCUCIF Standards. All Channel changes will be
constructed in the dry. Rip-rap will only be used for bank stabilization. Alders, Red ftles,_
BlackWalnuts_Wi111 _. Sycanores,_D-ouwoods-, etc- wiI1 bo re-estabI fi shed on the batiks. A]I
pipe replacements will be placed slightly below the exisl:ing streambed gradient so natural
- subs tr?.te can_lm?e?s?ablish?d.,- - - -- _ _
15. YOU ARE REQUIRED IO CON I'AC I' "THE US FISII ANI I WILDLIFE SERVICE AND/Oft
NATIONAL MARINE FISHERIES SERVICE REGARDIN(; 1111;. PIZI SINCE OF ANY FEDERALLY H'." I FD
OR PROPOSED FOR LIS I IN(-; ENDANGERED OR 11IRFA I I.NFI ) S';PF _ IES OR CRITICAL IIABI I'A H N
TI IE PERMIT AREA THAT MAY BF AFFECTED BY] I IF I'ROP()SF.lr PROJECT.
DATE CONTACTED: Handled by Corps..___ 16. YOU ARE REQUIRED TO CON I ACT I IIE S I'A FF. I IIS I (W W PRESERVATION OFFICER
(SIIPO) REGARDING] IIF ITFSFN(T OF IIIS I ()RI(- PIZOITIZ I II S IN I IIF PFRNIIT AREA WIII(II MAY
131? AFFFJ_I I) 13Y "I IIE PROPOSFI) PROWC I .
DATE CONTACTED: Handled by Corgi
17. DOES THE PROJECT INVOLVE AN EXPENDI I IJRF OF PUBLIC FUNDS OT TIIE USE OF PUBLIC
(STATE-) LAND? YES j NO ? OF NO, GO TO IQ)
3
,
(a) IF YES, DOES THE PROM c `I' RI:Ql1IR1: PREPARATION OF AN ENVIRONMENTAL.
DC-CUMENT PUi:SUANT 1'O 1.11E RL:QUIREMENTS OF TIIE NORTH CAROLINA
EN'v1RONIAENTAL POLICY :\('I" Y113 NO
(b) IF YES, HAS THE DOCUNWNT 131:-N RIsVIEWI?D'TITROUGH THE NORTH CAROLINA
DEPAR'T'MENT OF ADKIINIS I RA I ION STATE CLEARINGHOUSE YES (] NO [) N/A
II- ANSWER 17b IS YES, TIlFN SI1BM[T APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH "TIIE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING TI IF STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAS DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTIvIEN"1' OI? :\ON11NIS1'RATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. TIIE FOLLOWING ITEMS SHOT ILD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCIIA101I: OF EXCAVATED OF FILL MATERIAL. INTO WETLANDS:
(a) WETLAND DFLINI AT1OH NIAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON TIIE PROPL-'R'I 1' (I (W NA I'IONWIDF PERMIT NUMBERS la, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITH-N I AND PERMANENT) ON'mE PROPERTY MIDST BE SHOWN ON
THE MAP. MAP SCALES SHOT 11 1) 131: I INCH EQUALS 50 PET-T OF I INCI1 EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRFSFNI'A HVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS I'I:RI (MNII-D BY A CONSULTANT, INCLUDE AL1. DATA Sill-TA's
RELEVANT]'() THE PLA( I:NII H I' OI '1'111: DI.I.INIsA"PION LINE
(d) A'I'I'ACII A COPY OF HIES TORMWATI:R MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USF OFS1 RIMIINDIN(1 PROPERTY'S
-----Rura l_v=dl and,_Bes i den t i a l
--------------
(I) IF APPLICABLE 1VHA 1' IS I'ROI'OSFD M1:"I11OD OI SEWAGE: DISPOSAL'? N/A
(6) SIGM:D AND DATED A(?I:f?l i' :\11'I'IIORIZATION LE"I`I'l.R, IF APPLICABLE. -- -
NOTE: WETLANDS OR WATERS OF I I IF I IS MAY NOT 13F IMPACTED PRIOR TO:
I. ISSUANCE OF A SI:(' LION 404 CORPS OF ENGINEERS PERMIT,
2. FITHER THE ISSIJ:\N('I. OR \V:\IVI:R OF A,101 DIVISION OF WATER QUALITY
(.'I:It l'll?l('A"PION, :\NI (
3 (IN 111E l'WENTY COAS TAI. COUNTIES ONLY), A LETTER FROM TIIE NORTH
CAROLINA DIVISION ((F COASTAL NIANAGEtvIEN"I'STA"F'ING'THE PROPOSED
ACTIVITY IS CONSIS I I N'l WI111 TIIE NOR"I'II
RAM.
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TEMP STONE DITCH CHECK
ROCK SILT CHECK IMAM
SILT BASIN - B
TEMP SLOPE DRAIN
TEMP SILT' DITCH
EARTH EMBAN NT
SILT FENCE
FIBERGLASS ROVING
RI P RAP

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TEMPORARY SILT FENCE:
A temporary silt fence is commoniy used at the toe of a fill section to prevent off-
site sedimentation. It is made of peir-leable 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

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SILT BASIN TYPE-B:

A silt basin, t`-pe-B is a temporary basin built to coilect 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-13 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. CRFMPJA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feerlacre (equals L x W x D)
23 March, 1992
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ROCK PIPE INLET PROTECTION TYPE-A: 0 a?
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A rock pipe inlet protection type-A is a horseshoe shaped structure with a built-in
sediment storage area around the outside perimeter of the SL-uctu e. The type-A
rock pipe inlet protection shall be used at pipe inlets no larger than 36 inches in
diameter where it is receiving flow from several directions. The type-A rock pipe
inlet protection utilizes class-B stone lined with #5 or #57 stone to protect drainage
pipe structures by trapping sediment before it enters. They have a sediment storage
pit which is designed by the same procedures as a silt basin.
AREAS OF USE:
• At inlets to pipes no larger than 36 inches in diameter where it receives flow
from several directions.
• In areas where it can be cleaned and maintained on a regular-basis.
DESIGN CRITERIA:
• Structural stone - class-B stone
• Sediment control stone - #5 or #57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
33 March. 1992

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34 March. 1992
RoCK SILTI SCREEN:
A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sedirnent transported by running w2-ter
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
.AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
• Structural stone - class B stone
• Sediment control stone - # 5 or # 57 stone
• Dam height - 1.5 ft. minimum and 3 fL maximum ( shall not be higher than
1 ft. above normal flow of stream)
37 March, 1992

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