19990050 Ver 1_Complete File_19990121

7.
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?•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 15, 1999
Jackson County
WQC 401 Project # 990050
WAIVER of 401 Water Quality Certification
C. R. Styles
NC DOT
PO Box 250
Bryson City, NC 28713
Dear Mr. Styles:
Your application for a 401 Water Quality Certification was received in the Central
Office on January 21, 1999. According to our rules [15A NCAC 2H.0507(a)], if final
action is not taken within 60 days, the Certification is waived unless DWQ has objected
in writing to your application. Therefore, DWQ has waived the requirement for a 401
Water Quality Certification for your plans to impact 0.01 acres of wetlands for paving SR
1756 B in Jackson County as described in your application dated. However if additional
impact occurs or your development plans change, this waiver is no longer valid and a 401
Water Quality Certification will be required.
Please call me at 919-733-1786 ext. 206 if you have any questions.
C Poe y
cc: Asheville DWQ Regional Office
Asheville Field Office Corps of Engineers
Wilmington District Office Corps of Engineers
Central Files
John Dorney
Wedands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
Tyy ?•SVVr
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. E. NORMS TOLSON
GOVERNOR SECRETARY
January 5, 1999
Jackson County
SR 1756 B 7-?: ? l ( X11 i?
Mr. Bob Johnson JAN 2 1 ,1999
--
215 Army Corps of Engineer
Reg. Field Office WETLANDS GROUP
Room 75, Grove Park Ave. waTER QUALITY SECTIQN?
Asheville, NC 28801-2714
Dear Mr. Johnson:
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1756 B, Charley Creek Road in Jackson
County. In order to construct this project in accordance with our current secondary road
standards and due to the extension or replacement of five (5) pipe culverts in Pinhook Creek
(DEM Class WS-III, Tr, HQW), and in several unnamed tributaries of Pinhook Creek, we are
requesting authorization under Section 404 of the Clean Water Act.
1 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 in Pinhook Creek and in the unnamed tributaries of Pinhook
Creek, general notes and standards on erosion control measures, and a marked County Map
are enclosed. We propose to install the new culverts slightly below the existing stream bed
elevation where bedrock is not encountered to minimize impact to Wildlife habitat and allow the
existing stream gradients to remain as unchanged as physically possible.
The best management practices will be used to minimize 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 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 City, NC 28713 Phone [phone]
i4
Mr. Bob Johnson
Page 2
January.5, 1999 -
By copy of this letter I am asking Mr. Mark Davis, Habitat Coordinator Western
Mountain District, of the NCWRC to comment directly to you concerning the 404 Nationwide
permit request.
Also by copy of this letter, I am requesting authorization to proceed under Section 401
of the -Clear Water Act from Division of Environmental Management. In addition, I am asking
Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard
Phillips (DEHNR), to comment directly to me concerning this permit request.
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.
r
Yours ly,
C. R. es, P. E.
District Engineer
CRS:sd
atta.
cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT 4):
fLl
PRE = NSTRUCTION_ NOTSF CATION APPLICATION
FOR NATICNWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL 2-MNAGEMENT
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 SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NP.ME :
NCDOT - DISTRICT ENGINEER: C. R. STYLES, P.E.
2. MAILING ADDRESS: P.O. DRAWER 250
SUBDIVISION NAME:
N/A
CITY: BRYSON CITY STATE: NC ZIP CODE:
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DI
MAILING ADDRESS ABOVE) S'T_ /756 9- Cjj& Cie.4 Crf-P__k- R,
28713
NT FROM

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 : T? kS/:,j NEAREST TOWN OR CITY: a
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SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC
r
s _
1
6. IMPACTED OR NEAREST STREAM/RIVER: f?,nhc_1` Crye,K_ (Der. Cl?.s? W?-1g,7r N- w)
??,vzrn..! vnnarr? t?:??r?-?,t.S a? P';?hu•?cC,r,?-?k:.
RIVER zBASIN: Z- 41 e- -72,rirl P_c<r?e- ,.mar- F?
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-11)? YES ()(] NO [ ] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ] NO [X]
7c. 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?
N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES ( ] NO (6 IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION) :
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ] NO (X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: oc tees
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2

10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:-
_ , . I?
EXCAVATION:
FLOODING: All,
OTHER : -/ i-.
DRAINAGE:
TOTAL A
ORES TO BE IMPACTED : ? J `-? ?' s`;; r ?y,.,:•
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION)
LENGTH BEFORE: f-i FT AFTER: p/` )? FT
WIDTH BEFORE (based on normal high water contours):
! - FT
WIDTH AFTER: /VL9m
AVERAGE DEPTH BEFORE: IV/vA
- FT AFTER: '-1 FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: 75 L F
CHANNEL EXCAVATION: 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 1/2" X 11" DRAWINGS-
ONLY) : TO WIDEN AND PAVE SRi75/- 3 TO MEET CURRENT NCDOT STANDARDS BY USE OF
TRACK HOES, BULLDOZERS, DUMP TRUCKS, BACK HOES, MANUAL LABOR, ETC. _.
13. PURPOSE OF PROPOSED WORK: SAME AS ABOVE IN # 12
3

14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
-`OU'P=IN W£T1,ANDS. (INCLUDE. ANY MEASURES= TAKEN TCr MINIMIZE `-WETLAND - '
".IMPACTS.),..:. -,TO ('AT THE 9F?IFn WTnTH Tn Rim n SR R' TO NCDOT STANDARDS AI I
CHANNEL CHANGES WILL BE CONSTRUCTED IN THE DRY. RIP-RAP WILL ONLY-BE USED FOR
BANK STABILIZATION. ALDERS, RED MAPLES, BLACK WALNUTS, WILLOWS, SYCAMORES, DOGWOODS,
ETC. WILL BE RE-ESTABLISHED ON THE BANKS. ALL PIPE REPLACEMENTS WILL BE PLACED
SLIGHTLY BELOW THE EXISTING STREAMED GRADIENT SO NATURAL SUBSTRATE CAN BE RE-ESTABLISHED.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: HANDLED BY CORPS (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) 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 OR THE USE OF
PUBLIC (STATE) LAND?
YES [ NO (J (IP NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES (I NO
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES (] NO (] N/A
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
? k
IS. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED s ACTIVITY INVOLVES THE DISCHARGE O:t EXCAVATED `OR ' FII,L "MATERIAL
INTO WETLANDS
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? RURAL WOODLAND,
RESIDENTIAL
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 U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (12V THE TWENTY COASTAL COUNTIES ONLY) , A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS fSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM. OWNER'S/AGkNT"S SIGNATURE

(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
DATE
5
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ELEv. 4,600 1 140
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ADDITION
IMPROVEMENT
TO BE PAVED
P POLES ` TO BE MOVED o

T. POLES TO BE MOVED
!i
Y R /W WIDTH
SCALE 50

I/
\12' g' 5'
-
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EROSION CONTRO'
DETAILS AND:
SPECIFICATIONS
1
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March. 195
_ 1 • _.ra
St, ?BSf t?Otl SV
245.03
Temporary Silt Ditch
245.05 Temporary Diversion
M.NN••...••.......•.......
893.01 Temporary Silt Fence
..
890.05. Tem
porary?iSlope' Drain wilt Earth Berm «-_
245.01 .. . _ ? _: `. ?; .......... _ -
sett easirt Type a •
».N...NN....•..•. N..N. ? . •• ?.
245.02 _ SR Baslrt - - -
- __ .. :.. .. NNM.N..N.....+N1..1N.• •`..NNN? ..
- 892.04 Tempor8q Rock` Siit.Cbe
895.10 Temporary-Rock Silt Chack Tube-.B ::...... .:
892.01 Temporary Rock Sediment Darn Type-A
892.02 -:?4.
Temporary Rock, $edirnent Darn Type-B
897.01 Rock Pipe tniet Protection. T.
YP"
897.02
Rock Pipe inlet Protection Type-6 ,
894.01 Rock Sit Screen ; ' .
245.04 ... _ . ,
Rock. W Protectidn:
'896-01' -Type A A JU .: •:.A
896.02 Type B • ............ g
.: OR B
UO
896.03 • •• . • • .... .. .
Type C ........ :...................... 'C. M.011 -• C
Railroad...
C
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Slope Stalce. Line . ............... .
-B rldvie,
Culver . .. ... . .
woods... ... . ..............
llvlie or.Tele" rapla hole ......... i1:?1?'' -o- it'tt?t' O-
ToleF?
To«ver Pole and Line... • • • • • • • • - T • -?' -
;-Fower Pole.:' ..... .......... et*.%1.5 4 ' t ll'Itol' .? 1
,..l-asemcii Line. •• .............. • iYfo% ina Linnt'.'.'.:..........
.'........ .
•' t T T T
Guard Rail .. ..........................
S 'nitary Sewer-Line..:............. .
.'.:.:':'....::............. .-? -? t--
Water Line.**
..?.?.::.?.-... ?.......:...:. ' , , cos
Linc:.-o.
GaS l'llUl USI?.D. I:YIST1,G -13
Chalk Link fence•...
W ove?n Wire Fence:.. , ................ .
Reacneration....':.......?.•..•,
Reforestation ::........ s s . . . . . . . . . s
Temporary Silt Ditch :.? .............. --- TSD TSO
.................: -?'n .
Temporary SUS Fence
'Temporary-Slope Draill• .:..::...•....:. ? t
7.1
-.Brush Barrier .....s:.-. ?• .................
:: ' n
•Silt Check Dam 1?I)e A..-. ..........
Silt Checlc Dam 1)rpe.I3 ..'........ a . • . .
•.Silc Basin'I?pe'A ...:.:'....:?..-........' 7 •
Silt Basin Type B.. ?.......'..:•••••••••
e e s 6?
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TEMP STONE DITCH CHECK
ROCK SILT CHECK LOAM
SI LT BASIN - B
TEMP SLOPE DRAIN
TEMP SI:LT' DITCH
EARTH EMBANKMENT
SILT FEUCE
FIBERGLASS ROVING
RI P RAP

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TEtirnORARY SILT FENCE:

A temporary silt fence is cc.nany used uL the. toe cf a Ali se-on to preset a:.
site sedimentation. It is made of permeable filter fabric buried at the bottomr
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 oe 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, 1997
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SILT BASIN TYPE-B:

A silt bas i' ?yte:B is a emrorary basin built to ccliect 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 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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ROCK PIPE INLET PROTECTION TYPE-A: a a?$
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- :? rocK pipe inlet proiecuou type- A is a horseshoe shaped. su -cturc wa a built-in
;edir:.ent storage area around the outside perimeter of the sLnictu;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. 1991

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ROCK SILT SCREEN:

: foci( silt SCie?n is a low-icvei damn S??lcriT£.tv_De used in.Sue.:uTis 0, culvert
sites. Rock silt screens shall be used to trap sediment transported by-runwater
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 CRTI'ERIA:
• 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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