19980516 Ver 1_Complete File_19980610

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
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 15, 1998
Jackson County
DWQ Project 980516
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, to impact 0.01
acres of wetlands or waters for the purpose of paving SR 1152A in Jackson County, as you described in your
application dated June 10, 1998. After reviewing your application, we have decided that this impact is covered
by General Water Quality Certification Number 3103. This certification allows you to use Nationwide Permit
Number 14 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 Dorney at 919-733-1786.
ow , Jr. P.E.
Pe on H
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
980516.Itr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX N 733-9959
An Equal Opportunity Affirmative Action Employer • 50% recycled/ 10% post consumer paper
f /? ? d«.swEo
98051 6
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. June 2, 1998 E. NORRIS TOLSON
GOVERNOR
Jackson County
SR 1152A
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
SECRETARY
.JUN 0 1988
K
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1152A, Buck Creek Gap Road in Jackson
County. In order to construct this project in accordance with our current secondary road
standards and due to the replacement of one (1) pipe culvert in an unnamed tributary of Mill
Creek (DEM Class WS III Tr), 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 the site along this project. In addition, a typical section of the road,
drawings for the pipe replacement in the unnamed tributary of Mill 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 the 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 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.
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.
P. O. Box 250, Bryson City, N.C. 28713 Phone [phone]
Mr. Bob Johnson
Page 2
June 2, 1998
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 truly,
C. R. Styl 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

DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT H): 14-
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 NAME: NGDOT - D15TeIC7- EIV61NEE2 : i2. STYLES PE.
2. MAILING ADDRESS: PD 1DRAWCf2 250
SUBDIVISION NAME: N ZA
CITY: 1312Y501J Cl TV STATE: ric ZIP CODE: A9 713
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : SR 1152A - 8 U Gk, CREEtc GAP Rd.
3. TELEPHONE NUMBER (HOME):
---- (WORK). (q04)488'-2131
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: SAME A-s ABO?,,c- -#I
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: .TACKSON NEAREST TOWN OR CITY: CA-sgIEeS
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I
. SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : SR 115 2 A : 8UC k C2E6 k GAP yd. ©Fpr ot.
icL <???-? K? ml ?14CfzS? tJ Cv?n?Ty

L)ANAMEP
TaiBurARII of
6. IMPACTED OR NEAREST STREAM/RIVER: MILL CQEEk (DEM CLASS WS-A
RIVER BASIN: LI TrLt TENNEss F? Pyil .K msw
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-II)? YES [x) NO [ J IF YES, EXPLAIN: WS 2Z AND f- T
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ) NO (4
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?
NZA
--I
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY 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 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: 2.x.3
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0 001 AC,I, S - n1v $LVE LINE ST/lEAM AcFL::-:
2

10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0. c0 / AcKr-5
FLOODING: O
DRAINAGE: C
EXCAVATION: 0
OTHER:
TOTAL ACRES TO BE IMPACTED : o.00 I A CQL" S
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: NSA FT AFTER: nl?t? FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: NIA. u? FT
AVERAGE DEPTH BEFORE: N/A FT AFTER: vJ/A FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PJ PLACEMENT OF PIPE IN CHANNEL: 35 t -F
CHANNEL EXCAVATION: lg_ CONSTRUCTION OF A DAM/FLOODING:
OTHER: S As AN ExrENSiotJ '2' 30' Is £JCIST/NG PIPE .
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? N/A
- I
WHAT IS THE EXPECTED POND SURFACE AREA? fJ/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 A611) PAVE SR I - -47- Ale 007
67'AND{4I2ps By USE bp- TRAck NoxS 0 VULLDozigs t nuMP z-oucks ?
6 ACk IkF s , MANUAL 4-9,00 j C-rG' .
13. PURPOSE OF PROPOSED WORK: SAME A-5 ABoyE #/2

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) : T GAr)V TA/E n/FFDED WlDrN To 9u1i Q 5R 1/52A 3-o Nc-Oo 7-
5TANnAKl-5 . ALL cm*NNGL Cffm&F- ' wizi- BE c 1ysr&uc= W r& oRY . ;?)P-RAP WIu-
aNLY RE v5& Fne INK slNBiyzAyo?• AGE, 2EU MhPyal 8!Ace A1AUdr3. WIr.`vWs,sYCMnaRES,
i2r?cvt7aPs; Erc. 04L BE OeE- iX7-481,15#00 gid 7-AC ?nles. 1421- P# 4SgA46Al T5 W?L1-
BE ?GAcEo sc. i &,q rLY 8ELOw TPE EXrSrII& StR! m dE0 r.e4o1Ft1 T 56) Nit ruk4L s os5rQArF Al cA8r
RE- ?STA,9LlSyEb.
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: 14ANOL66) /3Y CoP PS _(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: 4ANDLE0 8Y CORP5
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES N NO (I (IF 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 [ ] NO N
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES ( ] NO [ ] x11A
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

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? KUKAL WOU DLANID.
RE-, (DEN rl AL
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? /J?
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) (IN 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. n

OWNER'S/AGENT'

GNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
DATE
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V,/ v
CO.
ROAD NAME
S-R-
W. O .
FROM .1- 12. / / S?
ADDITION
IMPROVEMENT
TO BE PAVED
P. POLES O BE MOVED
T. POLES TO BE MOVED
R /W WIDTH
SCALE
.,,? : /0//0 /Q7

I" =soy

\;2' 51
9-

3'.
_ EROSION CONTROL
DETAILS AND.
SPECIFICATIONS
245.03
Temporary Silt Ditch

245.05 .................... ........... _mo
Temporary Diversion
893.01 Temporary. Silt Fence-'-'-.... ..... ........... ~ TO
890.05
2 Temporary-. elope . Drain with Earth Berm .-=
45.01
245
02 Slit Basin Type A .....
Sil '
. t Basin Type B

892.04 -• .....................:.........
Temporary Rock Silt Check Type-A ..........
895.10 Temporary Rock Slit Check Type-B __-__ '_.?

892.01 _
Temporary Rock Sediment Dam Type-A•
.. ..

892.02
897
01
Temporary Rock Sediment Dam Type-13
R
k Pi .
___
:.. --? ??
U
.
897.02 oc
pe Inlet Protection Type-A .......
Rock Pi
e I
l
t P ....

894
01 p
n
e
rotection Type-B ........ ....
C)
. Rock Silt Screen
245.04 Stilling Basin ......................................

R
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I
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896.01 -
Type A ........... ;......... A M .. OR .. A
896.02 Type B .............. B
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896.03 Type C
..------•---- .................
..... ......C - OR - C,
12
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TEMP STONE DITCH CHECK
,
ROCK SILT CHECK IMAM
SILT BASIN - S
T
TEMP SLOPE DRAIN '
TEMP SILT DITCH - Tsn-
EART H EMBAN ANT - ---
SILT FENCE
FIBERGLASS ROVING
RIP RAP
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A
TEMPORARY SILT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prev
site sedimentation. It is made of permeable filter fabric buried at the botton
stretched and supported by steel posts. The silt fence reduces the water floN
retaining the sediment. They may also be used to divert water flow to prote
outlets. Silt fences need to be checked after each significant rainfall to ensu
effectiveness. They must be maintained on a regular basis. Silt fences shall
installed across streams, ditches, or waterways.
AREAS OF USE:
• At toe of fill sections where sediment runoff can be stored and con
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
off-
while
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17 March, 1992

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SILT BASIN TYPE-B:
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: ,??
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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 #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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March, 1992
10 ROCK SILT SCREEN:
7
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
• Dam height - 1.5 ft. minimum and 3
1 fr. above normal flow of stream)
stone
ft. maximum ( shall not be higher than
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