19980551 Ver 1_Complete File_19980617

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
FTWA
A
0001% wow%
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 24, 1998
Haywood County
DWQ Project 980551
APPROVAL of 401 Water Quality Certification
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 less
than 0.01 acres of wetlands or waters for the purpose of paving SR 1269 in Haywood County, as you described
in your application dated June 17, 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.
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. 276 1 1-7447. 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.
Sincer
est PowYard,. .E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
980551.1tr
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

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STATE OF NORTH

r.
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
June 11, 1998
Haywood County
SR 1269
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
9 805 5 1
i LI W
E. NOMS TOLSON
SECRETARY
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1269, Saunook Drive in Haywood 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 Richland Creek (DEM
Class B), 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 pipe replacement in the unnamed tributary of Richland 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.
Mr. Bob Johnson
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
Page 2
June 11, 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 truly,
;;Y'
C. R. Stylesi;'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]
OEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT q)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITS 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: NCDOT - DISTRICT ENGINEER: C. R. STYLES, P.E.
2. MAILING ADDRESS: P.O. DRAWER 250
CITY: BRYSON CITY
ZIP CODE: 28713
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : S IP 12 K q : -5 ek unock D r; y -
3. TELEPHONE NUMBER (HOME):
(WORK) : [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: SAME AS ABOVE #l
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: 41AYWOn C> NEAREST TOWN OR CITY: WA YWC_SV/ 4
SUBDIVISION NAME: N/A
STATE: NC
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SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC . ) S 2 12 6 9 . SA 4/x/00 & OR Ivc- /-"'j

6. IMPACTED OR NEAREST STREAM/RIVER: AA/ UA//VAm ` TRJBU TARV Q-F DES ? CQb7k
1S?
RIVER BASIN: ?iQE/J?. N .BROAn lC,y?``IZ BAS1N
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE MATERS (ORW), WATER
SUPPLY (WS-7 OR WS-II)' YES ( j NO (14 IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( j 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 ( j NO (Xj 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 ?j IF YES, DESCRIBE ANTICIPATED WORK:
L/ 7
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: ,3. T
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.0002
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0. 000 2 EXCAVATION
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: O,D00 2
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION)
LENGTH BEFORE: N A FT AFTER: N/A FT
WIDTH BEFORE (based on normal high water contours): ?1 3
FT
WIDTH AFTER:
n
AVERAGE DEPTH BEFORE: A//
FT AFTER: Fm
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM:
(GREG{ ALL THAT AP/PLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: ' L7 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. DESCRIPT,CN OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) : TD WIDEN nNn PAVE SR / 2 (, 9 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
ST BE CARRIED
IS BELIEVED THAT THIS ACTIVITY WETLAND
14. STATE REASONS (INCLUDE ANY MEASURES TAKEN TO ?MINIMIZD
OUT IN WETLANDS.
IMPACTS). RIP-RAP WILL ONLY BE USED FOR
CHANNEL CHANGES WILL BE CONSTRUCTED IN THE DRY' RIP , WILLOWS, SYCAMORES, DOGWOODS,
ALDERS, RED MAPLES, BLACK W
BANK STABILIZATION. ALL PIPE REPLACEMENTS WILL BE PLACED
ETC. WILL BE RE-ESTABLISHED ON THE BANKS.
ADIENT SO NATURAL SUBSTRATE
(USEWS) CAN BE RE-ESTABLISHED.
SLIGHTLY BELOW THE EXISTING STREAMBED GR FISH AND WILDLIFE SERVICE
THE U•S• NMFS) (SEE AGENCY
REQUIRED TO CONTACT rES SERVICE ( SEE A ' OR
15. YOU ARE REQ jipRINE FISHER_ Y FEDERALLY HABITAT
AND/OR NATIONAL THE PRESENCE OF AN OR CRITICAL
cNED SPECIES
ADDRESSES SHEET) EN REGARDING DANGERED OR THREA1J PROPOSED PROJECT. DATE
PROPOSED FOR LISTING Y BE AFFECTED BY THE (ATTACH RESPONSES
IN THE PELED EA T BY HCORP
HAND
?' R
CONTACTED: OFFICER THESE AGENCIES.) c HISTORIC PRESERVATION
S "AT . OF HISTORIC
UIRED Tp CONTACT SHEET) THE REGARDING THE PRESENCE THE PROPOSED
16. YOU ARE REQ 1
(SHPO) (SEE AGENCY ADDRTS?REA WHICH MAY BE AFFECTED BY
pROPERTIEDATIN THE E coNTACTED: HANDLED BY CORPS
PROJECT.
AN EX?ENDITURE OF PUBLIC FUNDS OR THE USE OF
17, oOES-THE PROJECT INVOLVE
PUBLIC (STTHE ATE) PROJECT LAND?
GO TO i8 )
?j NO [] (I= N0, OF AN ENVIRONMENTAL
YES
DOES THE PROJECT REQUIRE HE NO p,TIO
IF YES, REMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
a.
DOCUMENT PURSUANT To THE REQU
POLICY ACT?
YES [ ] NO
BEEN REVIEWED THROUGH THE NORTH CAROLIN
b. IF YES, HAS THE DOCUMENT CLgARINGriOUSE.
DEPARTMENT OF ADMINISTRATION STATE YES [] NO [) N/A
DOCUMENTATION FROM THE
THEN SUBMIT AP°ROPRZATE MANAGEMENT REGARDING
7b IS YES, ENNIRONMENTRL
IF ANSWER TO 1 DIVISION OF ,?IRONMENTAL POLICY ACT.
STATE CLEARINGHOUSE TO
BE
COMPLIANCE WITH THE NORTH CAROLINA R NGHOUSE REVIEW PROCESESHNORTH
DIRECTOR STATE CLEARINGH RA
STATE GETT,CLEA_ON, 116 WEST JONES STREET,
QUESTION S O MS. CHRYS H BAG
CAROLINA DLEIGH,
DIRECTED DEPARTMENT OF ADMINISTRA 919) 733-6369.
NORTH CAROLINA 27603-6003, TELEPHONE ( 4
18. THE FOLLOWING
PROPOSED ACTIVITY ITEMS SHOULD BE
INTO WETLAN
DS: ISCHARGZ INVOLVES THE D INCLUDED WITH
OF THIS APPLICATION IF
a• TAi EXCAVATED OR FILL MATERIAL
AND PONDS WETLAND DELINEATION MAP S
29, AND 38)). . L PROPERTY ROWING NATIONWIDEALL WETLANDS
"'=ST_ BE SHOWN ON STREAMS (INTERMITTENT AND STREAMS THE: . PERMIT NUMBERS ' LAKES
INCH E
AZS F AVAILABLE FEET R pTHE R PEQUALES SHOULD PERMAN NT) ON 1THE 1P8, 21
.
ROPE ,
2 6'
IMPACTED By RTEPR HEIR NTATIVLENT, BE I NCH EQUALS 50 RTY
PROJECT. PHOTOGRAPH FEET OR 1
C. IF DELINEATION WAS OF
SHEETS RELEVANT WETLANDS TO Be
TO THE PLACEMENT d. ATTACH By
LACEMENT O A CONSULTANT
e. WHAT IS LAND COPY OF THE S F THE DELINEATION INCLUDE ALL DATA
LAND USE OF SURROUNDING RANAGEMENT PLAN.
RPROPERTY? RURAL WpppQANp ED.
f' IF APPLICABLE, WHAT IS PROPOS
ED METHOD OF SEWAGE DISPOSAL? NIA
g' SIGNED
AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
E TI-ANDS OR WATERS OF THE U. S.
1) ISSUANCE OF MOTE:
2) E ITHER A SECTION 404 MAY NOT BE
ZNVIRONMENT THE CORPS OF ENGINEERS IMPACTED PRIOR TO:
3 ) (IN MANAGEI?gISSUANCE NT OR WAIVER OF A 401 PERMIT,
I+ (WATER QUALITY DIVISION OF
NORTH CAROLIIV TWENTY CC7ASTAL ) CERTIFICATION
ACTIVITY A DIVISION OF CDUT7TIES ONL AND
PROGRAMIS CONSISTENT COASTAL MANAGEMET A LETTER
WITH THE NORTH STATING THE -
CAROLINA THE
CAROLINA COAST PROPOSED
MANAGEMENT
OWNER E TES SIGNATURE
(AGENT'S
IF SIGNATURE VALID ONLY
THE OWNER IS LETTER FROM
PROVIDED (18g.) )
DATE
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FI.ail,road .
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Power Pole .:: :? ...... . ........... . F.,.% AS S + witt7t' b +
Eas'enic n Line. .....'. , , ........:
llyfowit> Lin+ic' ....
Guard Rail ................ , ,-
Sanitary.Sp.wer•Line.: :......... . .. -~--=? -}•-55
Water Line..". '....'.'....'... --;1? - I-
Gas Lin(:.'.. ' ...........:..... ' ?`'S -°-"
'' I'ilC?l'U51:U t:XIS'I'ING
Chaim Liiil: Fence ................... -?-?- - -u-
Woven Wire hence•:.... , .. , .....
Re .c.n(2 r a c i o I i ............., ........... ??. ?.
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Te m p o r ,l rv S U 1: lr e +i c, c.° . . . ...... i-
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Silt Check D a n i Type A .:............'. n '
Silt Check Dam Type .B .......... • .. • • .
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Si1c Basin Type B ........•........... .
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TEMP ST.NE DITCH CHECK f
ROCK SILT CHECK D3
SILT BASIY - B
TEMP SLOPE DRAIN
TEMP SILT DITCH -TSD-
EARTH EMBANKMENT
SILT FED' CE
FIBERGLASS ROVING ±- EGR
RI P RAP ;?r
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:
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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18 March, 1992
SILT BASIN TAE-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, 199?
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24 March, 1992
ROCK PIPE INLET PROTECTION TYPE-A: a6 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 lamer 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 1#5 or 1#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 re`ular basis.
DESIGN CRITERIA:
• Structural stone - class-B stone
• Sediment control stone -1#5 or 1#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 SILT SCREEN:
A
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 n57 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 - T 5 or # 57 stone
• Dam height - 1.5 fr. minimum and 3 ) ft. maximum ( shall not be higher than
1 fr. above normal flow of stream)
37 March, 1992

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