19991254 Ver 1_Complete File_19991117

State of North Carolina JK _1W
Department of Environment
and Natural Resources AT40 • •
Division of Water Quality
James B. Hunt, Jr., Governor D E N R
Bill Holman, Secretary Kerr T. Stevens, Director
November 23, 1999
DWQ# 99-1254
Haywood County
C.R. Styles, P.E.
District Engineer
North Carolina Department of Transportation
P.O. Drawer 250
Bryson City, NC, 28713
APPROVAL of 401 Water Quality Certification
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions, to pave Secondary Road 1319 and extend
pipe culverts in unnamed tributaries to Neds Branch in Haywood County, as you described in your application
received by the Division of Water Quality on November 17, 1999. After reviewing your application, we have
determined that this fill 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 U.S. Army 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, Non-Discharge and Water Supply Watershed regulations. Also this approval
will expire when the accompanying 404 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. 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 the 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). 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 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 any questions, please telephone John Dorney at 919-733-9646.
rr tev s
Non-Discharge Branch 1621 Mail Service Ce ter Raleig No Carolina 27699-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
T
Attachment
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
File Copy
Central Files
991254/clb
t'
PAYMENT
RECEIVED
151
d yaa..y
STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Haywood County
SR 1319
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
November 3, 1999

E. NORRIS TOLSON
SECRETARY
The North Carolina Department of Transportation is proposing to grade, drain, base and
pave primarily along the existing roadway of SR 1319, Neds Branch Road in Haywood County.
In order to construct this project in accordance with our current secondary road standards and
due to the replacement and extension of one (1) pipe culvert in an unnamed tributary of Neds
Branch,(DEM Class C, 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 various sites along this project. In addition, a typical section of the road, drawings for
the pipe replacement/extension in the unnamed tributary of Neds Branch, 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
prmsion on this project. The construction foreman will review all erosion control measures daily
4A&*6sur6 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]
1
Mr. Bob Johnson
Page 2
November 3, 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 Water Quality. In addition, I am asking Mr. Davis and Mr.
Ed Ingle, Area Roadside Environmental Engineer (NCDOT), 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 aniles, sideration will be appreciated.
Yoly,
C. P. E.
District Engineer
CRS:sd
atta.
cc: Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
Mr. John Dorney, Water Quality Certification Unit, DWQ
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
i
Y
4
i
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLIC? LON___ , j
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
MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY
CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT.
1. OWNER'S NAME: NC DOT District Engineer: C R Styles, P.E.
MAILING ADDRESS: P.O. Drawer 250
SUBDIVISION NAME: WA
CITY: Bryson City STATE: NC ZIP CODE
PROJECT LOCATION ADDRE
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME)
28713
(IF DIFF
(WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Same as above # 1
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
OTOG PHY WITH SCALE):
MAP OR AER94a
ST TOWN OR CITY: k I? r J O o
COUNTY: NEARE
SPECIFIC LOCATION (INCLUDE ROAD
L_J
' NUMBERS, LANDMARKS, ECT.)
LL ? O t? ? CXJ n.
6. IMPACTED OR NEAREST STREAM/RIVER: An u n Actrr", J 4rr,b ?` +
j7G (' lG?SS C) / h
RIVER BASIN: 2 ?'? S

7. (a) 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 NO O IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES 0 NOX
[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 ON THIS
PROJECT? YES C] NO0 IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE'
FUTURE? YES C3 NO ( IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND:
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
EXCAVATION:
OTHER:
DRAINAGE : TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: FT AFTER: ! I FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: Z L
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 `/a" BY 11" DRAWINGS
ONLY): To widen and pave SR i 3 1? to meet current NCDOT Standards by use of track hoes,
bulldozers, d trucks, back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK: Same as above in # 12
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 gai n the needed wi dth to bui 1 d SR / 3 ) 9 to MT Standards. Al 1- Channel changes wi 11 be
constructed in the dry. Rip rap will only be used for bank stabilization. Alders, Red Maples,
Black Walnuts, Will Sy-camores. pods, etc. All be re-established on the banks. All
i replacements will be placed slightly below the existing strearrbed gradient so natural
15. 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
..M. THE PERMIT 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 b Corps.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES X NO ? (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 ? NOX
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ? N/A
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE 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].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF 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 STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
[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?
Rinl wxdlanr1. RPCirlantia1
(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:
1. 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 NORTH,
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOD?
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MAq4GEE1 v"T,,,-
PROG
OWNER'S/AGENT'S G TURF bATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
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opyng ap ec , nc `

HAYWOOD CO.
ROAD NAME NEDS.. BRANCH RD-.

S.R
_ '
1319

6.942144
W.O-

FROM SR. 1318 to DEAD END 4190'LF
ADDITION

IMPROVEMENT YES

TO BE PAVED YES

P POLES TO BE MOVED 0

T POLES TO BE MOVED

R /W WIDTH 45
" =
i 50
SCALE

DATE 10/30/98 `.

i
EROSION* CONTROL
DETAILS AND
SPECIFICATIONS

St nes .rio ion ,S=bol
245.03 Temporary Slit Ditch
zso
245.05 Temporary Diversion To
893.01 Temporary. Slit Fence ,,,,.,,•,
890.OS . Temporary.-Slope * 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 ,,,,,,a
892.02 Temporary Rock' ediment Darn Type-B :..a)
897.01 Rock Pipe Inlet Protection Type-.-:A
897.02 Rock Pipe Inlet Protection Type-B
894.01 Rock Silt Screen
245.04 Stilling Basin
Rcck. Inlet Protection:
896.01 Type A ........................... .....: A ? .. OR •- A
: ..
896.02 Type B . ...............?..........:.... B OR g
M .
896.03 Type C ............................._. 'C •• OR •• C))
12 March, 1992
LN

F?ailroaci . ......................
.. Control of Access Line.'....... • • • . • • _ A

Slope Stake I,ine.....:...... • • • • •••.• - ,•

•
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• •
•••••
woods •..... ••• .•••••••••
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l.? •JI L +0 or
O •t
.
•
`I'cle?li?nt nl:'1'el??ral?ti Pblc ......... -o- =111t11•o- t
... • • ••• • • •
le and Line
P
...
o
Tower
• Power Pole .::.... .... :. • at:?as'a' S ?t?tcclt? b

' ? a s C l 111: J 1.'. L 111 C .. ' .:... • • . ° ° • ° ° .
lyfo%vine, 1_iniit' ... .. •-

..'...
Guard Rail ..'........ ...........
.
.
Line
r
S
i --+-=3 ----'"55
............ ° .
..
evee
•
tary:
San
a
'
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--;t- -;t-
'....:.......... ,, •
:.:. .'.
.
Water Line -
.
. CAS
Gas Line .'.....: : .
...................
Chain Linlt Fence-*
Woven Wire Pence. o ....: • • ......
PROPOSED E*x15 ,1N'G

R??cnhratioJl ....' ..:........ . . ...... .
Tenlporarv Silt Ditch :........ • ...... *rsz) ?----
--} b
Te111horat•y Silt Fence .............
'
Teniporary.Slope'•Draiil? .:.......;...... •-
? . .
. ,. ..
.. ' ... .... ..... .. .
.
It 511 L ?1 J' I"i t' ?
.
..
Silt Clied< Dant Tyl)e A•.•':..........t.:: n
Silt Check Dam'lWe•B ..'..... ° .. o ....
:'....:•..........'
..:
Silt Basin Z'ype'A' ?•
.
.
"
•
........ .
..:
Sits: Basin Type B .........

..........
R16ck Silt Check Dam
....

> ems. Slone Ditch Check ...... . ° EAIn-
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MAX GENE ALLISON
35 NED COVE RD.
WAYNESVILLE, N.C. 28786 `
(2) -
NOTE : CM)Ri S-ED CN R/W
NEEDS 7) BE REMDFVM
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GROCE CAGLE
RT. 2 BOX 237
WANYNESVILLE, N.C. 28786
(1)

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FLOYD CALDWELL
602 NED COVE RD.
WAYNESVILLE, N.C 28876
(3) -

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(1)

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MAX GENE ALLISON
(2)
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RT. 2 BOX 240A
WAYNESVILLE, N.C. 28786
22 jj,6 NOTE : PLACE RIP RAP IN D= - ` (4)
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25+00 25+00
MAHIAN COLBRONE MAHLON COLBRONE
(6) 252 NED COVE RD.
k? WAYNESVILLE, N.C. 28786
LI L - (6)
BE ADM
pl--_ __- -- - 24+50 i 24+50
I
VAY B. ALLISON. VAY B. ALLISON
477 NED COVE RD. (5)
WAYNESVILLE. N.C. 28786
(5)
pl 22+50
1
MAX GENE ALLISON
(2)

a
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20+00

FLOYD CALDWELL
(3)
pl
30+00 30+00
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29+40 I \
WESLEY CAWLEY
19009 SE OLD TRAIL DRIVE W I
JUPITER, FLA. 33478 I
(7)

I
28+30
?I
EXISIII? 15" REPLY WTIH 18" ?}-
MAHLON COLBRONE
(6)

MAHLON(C6)ALBRONE
r - NOTE : TXN CUE MAINTAIN (RIP RAP CL. B)
I 254W
25+00.
FLOYD CALDWELL
(3)
28+35
'; ` NOTE: UW CUI rpDUAIN (RIP RAP CL. B)
1 f
FLOYD CALI
(3;
NOTE:

35+00---?$ 35+00
U) IE-AECID
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FLOYD CALDWELL
(3)

E??SflI? 18" REPLACE WITEi 18"
1 30+00

FLOYD CALDWELL
(3)
40+00 I
cr-I
40+00

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FLOYD CALDWELL
(3)
/ U?18" REPLACE WTIH 18"
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Y
35+00
f
35+00
45+00 45+00
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END OF PROJECT
BRANCH PARTNERS
(8)
FLAM 18"
YD CALD14ELL
(3)
t ?

TEMP :STOKE :1 ITCH: HECIK
..: ..
ROCK: SILT CHECK .DAM

SILT -.BASIN,- - B
AIN
TEMP SLOPE DR
TEMP SILT DITCH

EARTH EMBANKMENT
SILT FENCE
FIBERGLASS ROVING
RI P RAP
-TSD--

, - EGR

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 flowwhile
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
Fabric Type 3 Class A
Steel posts length 5 ft
Post spacing 10 ft.
t;

17
Without Wire
Type 3 Class B
5 ft.
6 ft. maximum
March, 1992
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4
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: •, ° a
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A rock pipe inlet protection type-A is a horseshoer shaped structure with a o the structure. The type-lain
sediment storage area around the outside perimeter
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 aloes-level dam structure by below
running water
sites. Rock silt screens shall be used to trap sediment transported
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)

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
November 3, 1999
Haywood County
SR 1319
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
PAYMENT
RECEIVED

The North Carolina Department of Transportation is proposing to grade, drain, base and
pave primarily along the existing roadway of SR 1319, Neds Branch Road in Haywood County.
In order to construct this project in accordance with our current secondary road standards and
rdue to the replacement and extension of one (1) pipe culvert in an unnamed tributary of Neds
Branch (DEM Class C, 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 various sites along this project. In addition, a typical section of the road, drawings for
the pipe replacement/extension in the unnamed tributary of Neds Branch, 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 siltfences'and other erosion control devices will be in place prior to pipe construction and
will remain in plate until the project is stabilized.
E. NOMS TOLSON
SECRETARY
'° P.O. Box 250, Bryson City, NC 28713 Phone [phone]