19980523 Ver 1_Complete File_19980616

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
A16 TTL4
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 24, 1998
Jackson County
DWQ Project 980523
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. C.R. Styles
NC DOT
PO box 250
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions and those listed below, for the
purpose of paving SR 1748 in Jackson County, as you described in your application dated June 16, 1998.
After reviewing your application, we have decided that this impact is covered by General Water Quality
Certification Number 3108. This certification allows you to use Nationwide Permit Number 26 when it is
issued by the Corps of Engineers. 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. 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 for a new certification. 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.
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 conforming 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 Domey at 919-733-1786.
Rtoe 1
n Howa
, Jr. . RE
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
980523.1tr
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
?'U0523

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. E. NORRIS TOLSON
GOVERNOR SECRETARY
June 5, 1998
Jackson County
SR 1748
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
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 1748, Nicholson Cove Road in Jackson
County. In order to construct this project in accordance with our current secondary road
standards and due to the rechannelization and the replacement of three (3) pipe culverts in an
unnamed tributary of Johns Creek (DEM Class WS-III), we are requesting authorization under
Section 404 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 channel change and the pipe replacements in the unnamed tributary of Johns
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]
Mr. Bob Johnson
Page 2
June 5, 1998
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.
Yours trul ,
C. R. S les, E.
District ngineer
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 ?t)
26
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) 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 SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET;. PLEASE PRINT.
1. OWNERS NA.M E: NCDOT - DISTRICT ENGINEER: C. R. STYLES, P.E.
MAILING ADDRESS: P.O. DRAWER 250
SUBDIVISION NAME: N/A
CrTi; BRYSON CITY STATE:
NC ZIP CODE: 28713
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
:LaILING ADDRESS ABOVE) SAP /-7%9 : IVIGkoISo/YCc-4 Pa AD
. TEI-E HONE NUMBER (HOME; :
(WORK) : [phone]
IF A?PLIC?.E AGENT'S N?-.,uE OR RESPONSIBLE CORPORATE OFF=CIP.L, ADDRESS,
?HONE NUMBER: _ SAME AS ABOVE #1
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
XAP OR AERIAL ?HOTOGRAPHY WITH SCALE) :
COUNTY: SA0CS0A/ CCO(/n NEAREST TOWN OR CITY: COLLOW/fEE
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7 (O F
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) 7y8 N1 C HOL.te).v C'ovE ROAD OFF
r
o? S2 /7y7 ksoN 60 'It,
6. IMPACTED OR NEAREST STREAM/RIVER:<< .?-
_ ?M c4A G9IS-.f?
RIVER BASIN: L r?'TL ? /E/V?! t SS /?/ V G ? RAZ IA)
7a. IS PROJECT LOCATED NEAR WATER CLASSIF.ED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-11)? '.Z'S [ I NO X] _? 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 PRE'I=OUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES ( ) NO X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION)
8b. ARE ADDITIONAL PER1.1_T REQUESTS EXPECTED FOR THIS PROPERTY
FUTURE? YES [ I NO ?] IF YES, DESCRIBE ANTICIPATED WORK:
IN THE

9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: T• S S
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
O, ACRES
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0, 0 2 2 Pic, 2 ES EXCAVATION:
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED : d. OZ Z I C elfS
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANC.: BOTH BEFORE AND AFTER RELOCATION)
LENGTH BEFORE: I ZO FT AFTER: 120 FT
WIDTH BEFORE (based on normal high water contours):
FT
WIDTH AFTER:
AVERAGE DEPTH BEFORE: /2 FT AFTER: Y2
FT_
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: /20 r
PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: Circe 6 --v go," 2 1- .,1- IAChrAD
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE a vPs/E
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" '{ 11" DRAWINGS
ONLY) : Tn WIDEN \ND PAVE SR 17 VR 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
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS) : TO OATN THE NFCDFD wTnTH Tn RllTi n SR 1714Q TO NCDOT STANDARDS-ALL
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 W NO () ( I E 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 (J NO (] N/A
-F 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
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL 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. 1. 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) (_-y THE TWENTY COASTAL COUNTIES ONLY) , A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM. -?')
d'71
OWNER'S/AGEN 'S IGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
Sn e ? , 1 °1 ??-
DATE
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STEESTACNEE 3ALC j i_ic s , . _• 6 _"J ! U
?!Rdgyr KNOB LEv. 5.965
o /
T T
95A? I '® r \``r LAUREL PATCH BALD
I
L
+\ _ M CANEY FORK BALD
04D 8A10 ?'?•-k oJOGt. ELEV. 0.067
J _ - ,fZ• 1' EUEv. 5.926 _ aiCHL aNO BALSAM
wWi• _=NE 3dLC 'I• .LEv. 6.410
\? ll ? \ Air. `5( ? ? . ? , 1 r- . 'euy". - , r''•? - _ r 5.390 ? 0 G
I At
y' 1.6 SNAGGY BALD ?? '•1 N
;1??A•r '7 -LEv. 5.528 •\. .•sw
_ CARVER MTN• COUBLE "OP o
° _!L 23 1 MTN.
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F O R E S T ? ;icy
BUCK KNOB 3E__ .7•.E• v'N, r
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10 ELEV. 4.600 1 I
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REL 24 ELEV
ELEV. 4.500
MTN.*
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ROAD NAME
S_R. J wr
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FROM
ADD ITION
IMPROVEMENT
TO BE PAVED
P. POLES TO BE MOVED
T. POLES TO BE MOVED_
R /W WIDTH
SCALE

3'
. ?ROSiON CONTROL
DETAILS AND.
SPECIFICATIONS

245.03 Temporary Silt Ditch
245.05 Temporary Diversion
893.01 Temporary. Silt Fence
890.05 Temporary dope Drain with Earth Berm ...-
245.01 Silt Basin Type A ?' - --•-??
245.02 Silt Basin Type B
.....................:........:........
892.04 Temporary Rock Slit Check.. Type-A _ _
895.10 Temporary Rock Silt Check Type-B -?? - ..
892.01 Temporary Rock Sediment Dam Type'-'A--"->_
892.02 ............
Temporary Rock Sediment Dam . Type-8 :..
897.01 Rock Pipe Inlet Protection Type-A
897.02 ........ .,
Rock Pipe Inlet Protection Type-B,
894.01 Rock Silt Screen ?- -•-?
Basin
245.04 Stilling .............................................
Rock. Inlet Protection:
896.01 Type A ?
................................ A L3! --OR •• A
896.02 Type .B . ......................:........ B E3-- ..
OR B
.
896.03 Type C t DE] OR C
12
March 1992 ^•'
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oc.'I`clegrac li Pble ......... N:xt-,i•r -a• , •rtcot? o- t
. Touter Pole and Line... ........ ?.. , . , -+? - ,
1'0« er Pole .::.. . . . ................ . ol:\sa's' 6 ,
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Guard Rail
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Sanitary Sewer Line......
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W a t e r L in .. '....' .''.... ' ........... .. ----? r`- t-
Gas Line .'.. ,. CAS __O_
1'1lUl'USi:u EXISTING
Chairs Lhil.: Fence.'.. . ................
-?-?- -?---fl-
?Tr'o`-en .1Vire Ircncc ................. -9 i-
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Ter,;;?orac v Silt Ditch
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TEMPORARY SILT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. 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 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:
Materi al 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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1 8 March, 1992
SILT BASIN TYPE-B:
777
A silt basin type-B is a temporary 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 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 ol°•a 11 0
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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 structure. 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 n5 or n57 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 - 1#5 or 757 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 dam 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 fr. minimum and 3 ) ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
37 March, 1992

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