19990360 Ver 1_Complete File_19990420

State of North Carolina
Department of Environment
and Natural Resources
f Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 ? •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 23, 19992
Jackson County
DWQ Project # 990360
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDMONS
Mr. C.R. Styles
Distri ct Engineer
N.C. DOT
..P.U. B9x 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 0.004
acres of wetlands or waters for the purpose of improving SR1762, as you described in your application dated13 April, 1999. After
' reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number3108. 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
t" 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).
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
azy questions, please telephone John Domey at 919-733-1786.
Sin ely,
Stevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
John Domey
Central Files
990360.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
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7 ?TATE'0F NORTH CAROLINA
DEPARTM? TRANSPORTATION
JAMES B. HUNT JR.v. E. NORRIS TOLSON
GOVERNOR SECRETARY
April 13, 1999
Jackson County
SR 1762
Mr. Eric Galamb
Water Quality Certification Unit, DWQ
P. O. Box 29535
Raleigh, NC 27626-0535
Dear Mr. Galamb:
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1762, Tanasee Creek Road in Jackson
County. In order to construct this project in accordance with our current secondary road
standards and due to the replacement and extension of four (4) pipe culverts in four unnamed
tributaries of Cold Creek (DEM Class WS-III, HQW), we are requesting authorization under
Section 401 of the Clean Water Act.
I am sending a straight-line diagram with our proposed erosion control and
construction limits at various sites along this project. In addition, a typical section of the road,
drawings for the pipe replacements and extensions in the unnamed tributaries of Cold Creek,
gener tes and standards on erosion control measures, and a marked County Map are
erlc(o We propose to install the new culverts slightly below the existing stream bed
etevatt6 e-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 minimize and control sedimentation and
owAhis 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 immediately be replaced with better devices.
The silt fences..and other erosion control devices will be in place prior to pipe construction and
will remain in place until the project is stabilized.
P.O. Box 250, Bryson Cite, NC 28713 Phone [phone]
Mr. Eric Galamb
Page 2
April 13, 1999
We would like to begin construction as soon as possible. If further information is
required, please advise. Your early review and consideration will be appreciated.
Yours truly,
G
C. R. Styles, P. E.
District Engineer
CRS:sd
atta.
cc: Mr. Richard Philips, P. E., Regional Engineer DENR
Mr. F. D. Martin, P. E., Division Engineer
P.O. Box 250, Bryson City, NC- 28713 Phone [phone]
i.
DWQ ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERA TT #) / k
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
NOTIFICATION TO THE CORPS OF ENGINEERS
.2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES
MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY
CREEK ROAD, RALEIGH, NC 27607. PLEASE. PRMT.
OWNER'S NAME: NC DOT District Engineer: C R Styles, P E
2. MAILING ADDRESS: P.O. Drawer 250
SUBDIVISION NAME: N/A
CITY: Bryson City STATE: ZIP CODE:
28713
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):, 7 , " !ct l!c?SP? lx'1n.d in `Tci.rk ph 6_70a ',
3. TELEPHONE NUMBER: (HOME)
(WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Same as above # 1
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: C- h NEAREST TOWN OR CITY: C a t loL?) Lee-
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ECT.) y IC 76 Z T4 h nlSe C C ry P 1. pnc4 rj
l.?
? Coo,
& Z RI l 'b To r-
6. IMPACTED OR NEAREST STREAM/RIVER: Fear 6 0A n&rn J c1 ? ?????`-?? ??? ?-?-?? Gc°{''k'
? t• ?-? nn P P k V P r' ?c.s ?n
RIVER BASIN L I L
7• (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW WATER '
SUPPLY (WS-1 OR WS-II)? YESW NO [] IF YES, EXPLAIN: _ )r
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [] NO
[c] IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7
FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP DESIGNATION?
8 (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE
PROJECT? YES Q NO IF YES, PROVIDE ACTION I.D. S THIS
PERMIT AND ANY ADDITIONAL INFORMATION NUMBER OF PREVIOUS
CERTIFICATION): (INCLUDE PHOTOCOPY OF 401
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN TIIE
FUTURE? YES O NO'S{ IF YES, DESCRIBE ANTICIPATED WORK:
9• (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: f
l a '] /• 1(' Pic' C'
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE
t 1.) C) V Ac k- C-
10, (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: A ,, R
EXCAVATION:
FLOODING:
OTHER:
DRAINAGE : T01-AL ACRES TO BE IMPACTED: t
(b) (I) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: _ FT
AFTER: FT
WIDTH BEFORE (based on normal high water contours):
FT
WIDTH AFTER:
FT
AVERAGE DEPTH BEFORE:
FT AFTER: FT `
2

If
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION:
CHANNEL EXCAVATION:
PLACEMENT OF PIPE R1 CHANNEL: E (J L F
CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS: 8'/," BY 1 I" DRAWINGS
ONLY): To widen and nave SR J 7 1 to meet current NCDQt Standards by use of track hoes,
bulldozers, dunp trucks back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK: Same as above in # 12
14. STATE REASONS WHY IT IS BELIEVED TIIAT TIIIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
To gain the needed width to build SR / 76-, Z- to NCDOT Standards. All Channel changes will be
constructed in the dry. Rip rap will only be used for bank stabilization. Alders, Red Ma lp es,
Black Walnuts Willows Svcam2res Dog?DWs etc will be re-established on the banks. All
_pipe replacements will be placed slightly below the existing streambed gradient so natural
f5: YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED
OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN
THE OERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: Handled b 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.
DATE CONTACTED: Handled by Corps
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YESX NO ? (IF NO, GO TO 18)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUA.IENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT: YES E] NO
• (b) IF YES, HAS THE DOCUMENT BEEN REVIEWE THROUGH NORTH
OF ADMINISTRATION STATE CLEARINGHOU ESE YES C CAROLINA NO 0
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM O N/A
THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS S
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 SHOULD BE
WEST JONES STREET, RALEIGH'
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS AP
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO IF PROPOSED
NTO WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21 26 29
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE I INCH EQUALS 50 FEET O 'AND 38).
OF THEIR EQUIVALENT. OF 1 INCH EQUALS 100 FEE
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPA
PRODUCT. CTED BY
[c] IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. SHEETS
(d) ATTACH A COPY OF THE STORM WATER MANAGEMENT PLAN IF
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? SQUIRED.
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?.
N/A
(g) SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
L ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NOR
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PR RAM.
OWNER'S/A N 'S SIGNATURE 3 ?C
ATE
E
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
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P. POLES TO BE MOVED
T. POLES TO BE MOVED - O
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SCALr I" = 50

9

3'
EROSION CONTROL
DETAILS AND.
SPECIFICII-kTIONS
?r s .ri ti .? Symb ol-
245.03 Temporary Silt Ditch ..:........................... ?o
245.05 Temporary Diversion ............................. .? ro
893.01 Temporary Silt Fence ..................... .
890.05 Temporary Slope ' Draln with Earth Berm „„...
?-- ?--
245.01 Silt Basin Type A ............:.*........ ........
245.02 Silt Basin Type B „ .....................:. .....:.::........_.
892.04
-A
Temporary Rock Silt Check Type
„•,..,,,
895.10 Temporary Rock Silt Check Type-B ............ >
892.01 Temporaryj Rock Sediment Dar; Type-A ,.,.,,,.
892.02 Temporary Rock `ec'ment D .-n Type-3 ?- ?
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8-n7.01
Rock Pi rioe .n{a., t ti,ot.3'.^.., 'lon y { ? ?rrE.-f1

...........
6: 7.02 Rock. Pipe Inlet Prole -.'' :' Ty,oe-3 ............
894.01 Rock Silt Screen .......................... ...................
245.04 Stilling Basin ............................... ........... fRI
Rock Inlet Protection:
896.01 Type A .......................... ...._. A M -- OR . A )
896.02 Type B . .............................. B 'E -• OR -- B

996.03
Type r ............................... IF ..
.. __..._i OR .. ??
C
12 ' ! March, 1992

:.. C:Ontrot of Access Line.'........ •.. .. - A

Sloe St, c fine .................. . --

t= Brid e " .• ............. .

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Easerllcr?'t Ltlae ..:.:....... . . • • . < ... .

Guard Rail ..' ....:................'.. .
S,;nitar Sp. er•Line. .:.............. -? '

Water Lln? .......... .. .
bas Line .'.. ..' .............
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-._Cni ;ovary Silt Ditch ............... .

:.Iporaly Silt Fel,c e .............
Tcr;Do rary.Slope Drain ........ ..... .
Brush Barrier

Silt Check Dam 'lyj)e A-..: ...........:. . n
$.dt Check Darn IWe B ........... a ... .
Silk 3asin l -Pe *A* ' ....:' . ... ......... _,.
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J`] G a s i n T??p e B .. ..... ....
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..a; Lti, P.crm .... .....'.: .......... .
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SILT BASIN' - B
TEMP SLOPE DRAIN
TEMP SILT' DITCH TSB
EARTH EMBANKMENT -? -7 -?
SILT FENCE -01 H'ill
FIBERGLASS ROVING ?;-- EGR
RIP RAP ??'
TEMPORARY SILT FENCE:
' A temporary silt fence is corgi monly used at the toe of a fill section to prevent.off-
site sedirfi6ntarion. 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 divdrt 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
Fabric
Steel posts length
Post spacing
With Wire
Type 3 Class A
5 ft
10 ft.
Without Wire
Type 3 Class B
5 ft.
6 ft. maximum
17 March, 1991

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SILT BASIN TYPE-B:

-A silt basin type?B is a temporary basin built to collect sediment flowing .d rough a
drainage. way. The.'silt basin is built at the base of the. ditch with its lenith 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 CRITERIA:
• 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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A rock pipe inlet protection type-A is a horseshoe shaped stiuc?sre with a built
sediment sidrage area around the outside perimeter of the sm cture. 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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ROCK SILT SCREEN:
A rock; silt screen is a low-level darn structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment-transported by running water
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 ft maximum ( shall not be higher than
1 ft. above normal flow of stream)

37 March. 1992

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